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IFB 7154 - Addendum 1SHADY OAKSDR COLORA DOBLVD SPENCER RD GLENNGARY WAYS TRINITY RDMILLS RD LAKEVIEWBLVDBLAGG RDAUDRA LN CARDINAL DRN MAYHILL RDS MAYHILL RDGRISSOM RDMACK DRSPRINGTREE STBELLAIRE DRMOCKINGBIRD LNN CARPENTER RDDUCHESS DRLANE DUCHESS DENTON McKINNEYSTREET Mc KI NNEYS T RE ETMINGO RD AUDRALN CAMPBELLLN288 380 380 35E 77 35E 288 S FORK DRWOODROWLNI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-GCV01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-GCV01.dgn1:404:37:24 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPhone (214) 871-3311 Fax (214) 871-0757 1717 McKinney Avenue, Suite 1400 Dallas, Texas 75202-1236 CONSTRUCTION PLANS FOR CITY OF DENTON, TEXAS CHRIS WATTSMAYOR.................. CITY COUNCIL DEB ARMINTOR PAUL MELTZER TODD HILEMAN COUNCIL MEMBER........ COUNCIL MEMBER........ GERARD HUDSPETH KEELY G. BRIGGS JOHN RYAN TODD ESTES, P.E. COUNCIL MEMBER..... COUNCIL MEMBER........... CITY MANAGER.......... DESIGN SPEED = 40 MPH LOCATION MAP NTS LOCATION PROJECT COUNCIL MEMBER..... 8 -23 FROM EAST OF LOOP 288 TO WEST OF GRISSOM ROAD PROJECT LAYOUT 24 -49 50 -53 54 -66 67 -84 85 -88 89 -94 95 - - - - - - - - 3 -7 DRAINAGE DETAILS 192 195 203 218 219 227 228 234DIRECTOR OF CAPITAL PROJECTS... PROJECT NO. 880005 JESSE DAVISCOUNCIL MEMBER......... TRAFFIC CONTROL DETAILS TYPICAL SECTIONS DEMOLITION PLAN PAVING PLAN & PROFILE PAVING DETAILS TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL DETAILS PAVEMENT MARKING AND SIGNAGE PLAN PAVEMENT MARKING AND SIGNAGE DETAILS CROSS-SECTIONS DRAINAGE AREA MAP DRAINAGE CALCULATIONS DRAINAGE PLAN & PROFILE LATERAL PROFILES 247-235 250-248 276-251 EROSION CONTROL PLAN EROSION CONTROL DETAILS WATER PLAN & PROFILE 298-278 300-299 WASTEWATER PLAN & PROFILE 311-302 LIGHTING PLAN LIGHTING & ELECTRICAL DETAILS SIDEWALK PLAN 117 118 127 128 138 139 196 -202196 277 COVER SHEET1 DESCRIPTIONSHEET NO. PHASE 2 McKINNEY STREET SD-1 -SD-16 CITY OF DENTON STANDARD DETAILS TRAFFIC CONTROL SEQUENCE OF CONSTR. 2 GENERAL NOTES KENNETH A. ROBERTS 55446P ROFES SIONAL ENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS DATE: SEPTEMBER 4, 2019 REG. NO. 55446 KENNETH A ROBERTS, P.E. TO THIS PROJECT. BY THE ENGINEER AS APPLICABLE DRAWINGS HAVE BEEN DESIGNATED TO THESE CONSTRUCTION THE STANDARD DETAILS ATTACHED CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 GENERAL NOTES UTILITY CONTACTS 2 LARRY BALDWIN LARRY GUAY GRAHAM WALDEN CASEY PATTERSON KENT KONKLE REBECCA DIVINEY JAMES ANDREWS P.S. ARORA COY WERNER TOBY HAMM OMAR CAMPOS CONTACT PERSON ONCOR FRONTIER DENTON ISD FIBER DENTON MUNICIPAL ELECTRIC CITY OF DENTON-WATER CITY OF DENTON-WATER CITY OF DENTON-WATER CITY OF DENTON-TRAFFIC CITY OF DENTON-STORM CITY OF DENTON-SEWER CITY OF DENTON-SEWER CITY OF DENTON-FIBER CITY OF DENTON-AFTER HOURS DISPATCH CHARTER/SPECTRUM ATMOS ENERGY COMPANY (817)215-6184 (870)215-5564 (940)369-0576 (940)349-7513 (940)349-7176 (940)349-7181 (940)349-8461 (940)349-8462 (940)349-7116 (940)349-7189 (940)349-7300 (940)349-7459 (940)349-7000 (817)298-3586 (940)380-7463 PHONE 4. 3. 2. 1. III. TRAFFIC CONTROL II. CONSTRUCTION 4. 3. 2. 1. I. GENERAL IV. DRAINAGE/EXCAVATION CONTINUED IV. DRAINAGE/EXCAVATION V. WATER/WASTEWATER VI. ENVIRONMENTAL MANAGEMENT 3. 2. 1. THIS WORK IS ALSO A COMPONENT OR INCIDENTAL. THIS WORK IN THE CONTRACT UNIT PRICE FOR ITEMS OF WHICH PROPOSAL OF THE CONTRACT DOCUMENTS. INCLUDE COST OF THESE PLANS UNLESS SPECIFICALLY ESTABLISHED IN THE BID THERE WILL BE NO SEPARATE PAYMENT FOR WORK SHOWN ON CENTRAL TEXAS. OF DENTON, PUBLIC WORKS CONSTRUCTION STANDARDS - NORTH BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY ALL WATER LINE AND WASTEWATER LINE CONSTRUCTION SHALL VERSION AS SUPPLEMENTED). HIGHWAYS, STREETS, BRIDGES AND WATERLINES (MOST RECENT TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF CONSTRUCTION STANDARDS - NORTH CENTRAL TEXAS, AND THE PROJECT SPECIFICATIONS, CITY OF DENTON, PUBLIC WORKS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE OFFICE.(940)349-8910. SHALL BE DIRECTED TO THE DENTON ENGINEERING NOTICE BEFORE BEGINNING CONSTRUCTION. THE NOTIFICATION THE CONTRACTOR SHALL GIVE THE CITY A MINIMUM OF 1 WEEK SHALL BE REMOVED PRIOR TO CITY APPROVAL. REMOVED UNLESS OTHERWISE NOTED IN THE PLANS. NO TREE ALL TREES WITHIN LIMITS OF CONSTRUCTION ARE TO BE AND SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACT. CONSTRUCTION SHALL BE GRASSED AS DIRECTED BY THE CITY EROSION CONTROL. AREAS DISTURBED OUTSIDE THE LIMITS OF SUSTAINING HEALTHY PLANT LIFE AND SEEDED OR SODDED FOR CLEAN TOPSOIL, FREE OF STONES AND DEBRIS, CAPABLE OF ARE NOT SURFACED SHALL BE TOPPED WITH FOUR (4) INCHES ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHICH THE VARIOUS BID ITEMS. FOR THIS WORK BUT IT SHALL BE CONSIDERED SUBSIDIARY TO CONTROL, AS NECESSARY. NO DIRECT PAYMENT WILL BE MADE THE CONTRACTOR WILL BE REQUIRED TO SPRINKLE FOR DUST EROSION CONTROL ITEMS SHALL BE IN PLACE. PRIOR TO BEGINNING ANY CONSTRUCTION, THE TEMPORARY OTHERWISE INDICATED ON THE APPROVED CONSTRUCTION PLANS. MAXIMUM CUT/FILL SLOPES SHALL BE 3:1 (H:V) UNLESS SIDE OF PROPOSED ROAD AS PROPERTY. ROAD FROM PROPERTY ADDRESS. TO BE RELOCATED TO SAME ALL MAILBOXES THAT ARE CURRENTLY ON OPPOSITE SIDE OF CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS FOR CONSTRUCTION ACTIVITIES. DELIVERY WILL NOT BE INTERRUPTED AS A RESULT OF THE CONSTRUCTION AND TAKE MEASURES TO ASSURE THAT MAIL REPLACING ANY MAIL BOXES THAT ARE IN THE WAY OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND FINAL APPROVAL OF THE JOB. THAN THE ORIGINAL AT THE CONTRACTOR'S EXPENSE PRIOR TO BE REMOVED AND RESTORED WITH MATERIALS EQUAL OR BETTER REMOVED, BUT WHICH IS DISTURBED BY CONSTRUCTION, SHALL PAVEMENT WHICH IS NOT SCHEDULED TO BE ALTERED OR ANY EXISTING SIDEWALK, CURB, DRIVEWAY, FENCING OR INCIDENTAL TO THE PROJECT. MEASURED OR PAID FOR DIRECTLY BUT SHALL BE CONSIDERED AT ALL STREET TIE-IN'S. SAWCUTTING WILL NOT BE CONTRACTOR SHALL "SAWCUT AND MATCH EXISTING PAVEMENT" REQUIREMENTS. AIR QUALITY CONTROL BOARD AND ALL CITY AND COUNTY COMPLIANCE WITH THE REGULATIONS SET FORTH BY THE TEXAS DISPOSAL OF ALL BRUSH, TRASH OR DEBRIS SHALL BE IN ACCESS TO RESIDENCES DURING CONSTRUCTION. CONTRACTOR IS REQUIRED TO MAINTAIN RESIDENTIAL AND FIRE CURRENT REVISION. TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OTHER DEVICES OF THE TYPE AND SIZE INDICATED IN THE REMOVE ALL BARRICADES, WARNING SIGNS, FLASHERS, AND THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN, AND REFLECTORIZED AND/OR ILLUMINATED. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE TRAFFIC CONTROL DEVICES. THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES, INCLUDING PLACEMENT, SHALL CONFORM TO ALL SIGNS, BARRICADES, PAVEMENT MARKINGS AND TRAFFIC MEASURES TO PREVENT SEDIMENTATION OF THE WATERWAY. CROSSINGS OFF SITE OR INTO WATERWAYS WITHOUT TAKING CONTAINING SUSPENDED SOLIDS FROM EXCAVATIONS AND STREAM THE CONTRACTOR SHALL NOT DISCHARGE PUMPED WATER MAINTENANCE WITHIN SPECIFIED TIME FRAMES. PERFORM THE REQUIRED ROUTINE TEMPORARY CONTROL THE CONTRACTOR IS RESPONSIBLE UNDER THIS CONTRACT TO REMOVE EXCESS SEDIMENT TO SPOIL AREAS WITHIN 48 HOURS. CONTRACTOR SHALL PERFORM ALL NECESSARY REPAIRS AND SEDIMENTATION HAS EXCEEDED SPECIFICATIONS.THE CONTROLS ARE INTACT AND FUNCTIONING, AND OBSERVE IF RAINFALL IN EXCESS OF 0.5", TO DETERMINE IF THE WEEKLY AND WITHIN 48 HOURS OF EVERY SIGNIFICANT THE CONTRACTOR SHALL INSPECT THE CONTROLS AT LEAST SEDIMENTATION CONTROLS. AND/OR ADDITIONS MADE TO THE TEMPORARY EROSION AND ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS INADEQUATE TO PREVENT OFF-SITE SEDIMENTATION. NO TEMPORARY CONTROL PLAN IN AREAS WHERE IT IS OBSERVED TO ADJUST LOCATIONS OR ADD FOOTAGE TO THE APPROVED APPROVED PLANS.THE INSPECTOR MAY REQUIRE THE CONTRACTOR AND DEBRIS FROM THE PROJECT IN ACCORDANCE WITH THE IS COMPLETED TO PREVENT OFF-SITE TRANSPORT OF SEDIMENT EROSION AND SEDIMENTATION CONTROLS UNTIL REVEGETATION THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY INCLUSIVE. OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL PLANS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND REFERENCE PURPOSES ONLY. THE INFORMATION SHOWN ON THESE AVAILABLE DURING THE DESIGN PERIOD AND ARE FOR PLANS ARE BASED ON THE MOST CURRENT INFORMATION DAMAGE THERETO. UNDERGROUND UTILITIES SHOWN ON THESE UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DETERMINATION AS TO THE TYPE AND LOCATION OF CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN WORK THAT WOULD AFFECT UNDERGROUND UTILITIES. THE DISTRICT OR COMPANY AT LEAST 48 HOURS BEFORE COMMENCING THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY INSTALLED AROUND ALL MATERIAL STOCKPILES. YEAR FLOOD PLAIN. EROSION CONTROL MEASURES SHALL BE CONTRACTOR SHALL NOT STOCKPILE MATERIAL WITHIN THE 100 CONTRACTOR AT NO COST TO THE CITY. CAUSED BY THE CONTRACTOR SHALL BE REMEDIED BY THE DURING CONSTRUCTION. ANY DAMAGE TO IN SERVICE MANHOLES EXISTING IN - SERVICE MANHOLES ARE TO BE PROTECTED PROJECT. CONSTRUCTION TRENCH PRIOR TO BEGINNING ANY WORK ON THE SUPPORT WATER, STORM DRAIN OR OTHER LINES THAT SPAN THE CONTRACTOR SHALL PREPARE AND PRESENT A PLAN ON HOW TO CONTRACTOR'S OPERATIONS. DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONSTRUCTION. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES AND THE STRUCTURES BOTH ABOVE AND BELOW GROUND DURING DRAINAGE PIPES, UTILITY SERVICES, ALL OTHER UTILITIES, TELEPHONE CABLES, SANITARY SEWER LINES, ELECTRIC CABLES, SUPPORT AND PROTECTION OF ALL UTILITY POLES. GAS MAINS, THE CONTRACTOR SHALL MAKE NECESSARY PROVISION FOR THE THE CONTRACTOR TO PROVIDE SAFE WORKING CONDITIONS. CONSTITUTE A BASIS FORA DELAY OR COMPENSATION CLAIM BY PLANS TO SHOW EXISTING POWER LINE LOCATIONS SHALL NOT REIMBURSABLE BY THE CITY. FAILURE OF THE CONSTRUCTION BORNE SOLELY BY THE CONTRACTOR AND WILL NOT BE WORKING SAFELY AROUND EXISTING POWER LINES SHALL BE THE MINIMUM APPROACH DISTANCE. COSTS ASSOCIATED WITH ANYONE WORKING FROM AN ELEVATED POSITION STAYS OUTSIDE CONTRACTOR MUST POST WARNING SIGNS AND ENSURE THAT INVOLVED, AND THE PROTECTIVE MEASURES TO BE TAKEN. AWARE OF THE LOCATION OF ANY POWER LINES, THE HAZARDS IS RESPONSIBLE TO ENSURE THAT ALL PERSONS WORKING ARE MEASURES ARE TAKEN BEFORE WORK IS STARTED. CONTRACTOR DE-ENERGIZED AND GROUNDED OR THAT OTHER PROTECTIVE OVERHEAD LINES, OSHA REQUIRES THAT POWER LINES BE FROM ALL POWER LINES. WHERE CONSTRUCTION IS NEAR ADMINISTRATION) REGULATIONS AND WORK A SAFE DISTANCE FOLLOW OSHA (OCCUPATIONAL SAFETY AND HEALTH TOWERS. SHORING AND FOR PROTECTING ALL ELECTRICAL POLES AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING ALL THE POLE AND TOWER FOUNDATIONS ACTING ON THE SHORING. SHORING TO ACCOUNT FOR ADDITIONAL SURCHARGE LOADS OF UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL DESIGN THE DISTRIBUTION POLES AND 25' OF TRANSMISSION TOWERS, USED IN OPEN TRENCHES WITHIN 5 ' (ANY DIRECTION) OF ELECTRIC COMPANIES TYPICALLY REQUIRE THAT SHORING BE PROPERTY OWNERS. PROPERTY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED NO EQUIPMENT OR MATERIAL SHALL BE DEPOSITED ON PRIVATE WHICH EXISTED PRIOR TO THE PROJECT. OPERATIONS TO A CONDITION AS GOOD OR BETTER THAN THAT THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF EASEMENT OR R.O.W. LIMIT ACTIVITIES TO WITHIN THE EXISTING UTILITY CONSTRUCTION EASEMENTS ARE AVAILABLE, CONTRACTOR SHALL UTILITY EASEMENTS OR R.O.W. IN THE AREAS WHERE NO THROUGH THE TEMPORARY CONSTRUCTION EASEMENTS. EXISTING INGRESS AND EGRESS TO THE WORK SITE SHALL BE ONLY EASEMENTS. UNLESS GRANTED BY THE PROPERTY OWNER, CONDITIONS SET FORTH IN TEMPORARY CONSTRUCTION CONTRACTOR SHALL BECOME FAMILIAR WITH THE TERMS AND AUTHORIZED. $5000 FOR EACH TREE WHICH IS REMOVED WHERE NOT REPRESENTATIVE. THE CONTRACT AMOUNT WILL BE REDUCED BY OR R.O.W. WITHOUT PRIOR APPROVAL OF THE OWNER'S NO TREES MAY BE REMOVED OUTSIDE THE PERMANENT EASEMENTS PRIOR TO THE CLOSURE OF THEIR ACCESS. SHALL BE NOTIFIED BY THE CONTRACTOR TWO WORKING DAYS OCCUPIED THAT WILL BE DENIED ACCESS TO THEIR DRIVEWAY ACCESS MUST BE PROVIDED BY CONTRACTOR. ALL PROPERTIES MULTIPLE INGRESS/EGRESS POINTS AVAILABLE OR ALTERNATE EXISTING ROADS AND DRIVES IS INTERRUPTED MUST HAVE DRIVES AT ALL TIMES. PROPERTIES WHERE ACCESS TO PROVIDE ACCESS FOR LANDOWNERS AT EXISTING ROADS AND CONSTRUCTION. OF THE VIDEO TO THE CITY INSPECTOR PRIOR TO SUBSIDIARY WORK. THE CONTRACTOR SHALL PROVIDE ONE COPY THE PRE- CONSTRUCTION VIDEOTAPING SHALL BE CONSIDERED IDENTIFICATION OF PROPERTY ADDRESS AND LINE DESIGNATION. WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO THE CONTRACTOR SHALL VIDEO THE PROJECT AND ALL CONTRACT. OF LETTERS SHALL BE CONSIDERED AS SUBSIDIARY TO THE PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION CONTRACTOR SHALL NOTIFY OWNERS 48 HOURS IN ADVANCE OF LETTERS SHALL BE FORWARDED TO THE CITY INSPECTOR. THE AND TIME FRAME FOR DOING THE WORK. COPIES OF THE CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, LETTERS SHALL INCLUDE NAMES AND PHONE NUMBERS OF OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THE THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL PROPERTY LINES TO BE RELOCATED BY OTHERS. EXISTING ELECTRICAL, TELEPHONE, GAS, FIBER AND CABLE TV ENTIRE EXPENSE. CONTRACTOR AS REQUIRED BY THE CITY AT THE CONTRACTOR'S CONTRACTOR'S OPERATIONS WILL BE REMOVED BY THE ANY OBSTRUCTIONS TO EXISTING DRAINAGE DUE TO THE VARIOUS BID ITEMS. DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE PLUGGING OF PIPES OR CULVERTS WILL NOT BE PAID FOR BLASTING WITHIN THIS PROJECT AREA WILL NOT BE PERMITTED. REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. DESIGN, INSTALLATION, MAINTENANCE, AND REMOVAL WILL EXCEEDING 5 FEET IN DEPTH. OVERALL TRENCH SAFETY TRENCH SUPPORT SYSTEMS WILL BE REQUIRED IN ALL TRENCHES 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. 2. 1. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. CONCRETE BLOCKING. THRUST RESTRAINT FOR WATERLINES SHALL BE PROVIDED BY AND RESTRAINED. AND RESTRAINED. ALL IN-LINE GATE VALVES SHALL BE "MJ" ALL GATE VALVES ON AN OUTLET BRANCH SHALL BE "FLxMJ" OUTLETS AND LATERALS SHALL BE "MJxFL". WATERLINE FITTINGS SHALL BE "MJ", EXCEPT THAT TEES FOR ALL WATERLINE FITTINGS SHALL BE DUCTILE IRON. ALL BLOCKED. ALL WATERLINE FITTINGS SHALL BE RESTRAINED AND CONCRETE TO FINISHED GRADE PLUS 6". C. MANHOLE RIMS/COVERS OUTSIDE OF PAVEMENT ADJUSTED FINISHED GRADE. B. MANHOLE RIMS/COVERS IN PAVEMENT ADJUSTED TO A. VALVE STACKS/BOXES ADJUSTED TO FINISHED GRADE. FOLLOWS: UTILITIES THAT ARE TO REMAIN SHALL BE ADJUSTED AS ALL VALVE STACKS/BOXES AND ALL MANHOLE RIMS/COVERS FOR SEWER AT CROSSINGS. VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM BETWEEN SANITARY SEWER AND WATERLINES AND 1 FT. MIN. IN GENERAL, MAINTAIN 2' MIN. VERTICAL SEPARATION CENTERLINE OF THE PIPELINE. ABOVE THE PIPE), OR AS SHOWN ON THE PLANS, ALONG THE INSTALLED ON TOP OF THE GRANULAR PIPE EMBEDMENT (18" SANITARY SEWER PIPE UNDERNEATH. THE PIPE TAPE SHALL BE SHALL CONTINUOUSLY INDICATE THE PRESENCE OF BURIED TAPE OVER ALL SEWER LINES INSTALLED. THE PIPE TAPE CONTRACTOR SHALL FURNISH AND INSTALL PIPE DETECTION REPLACEMENT OF REMOVED CAPS. CLEAN-UP ASSOCIATED WITH OPENING CLEAN OUTS AND FOR AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE RESULT DURING THE INSTALLATION OF NEW SEWER PIPE. THE BUSINESSES, HOMES, OR BASEMENTS FROM BACKUP WHICH MAY THE CONTRACTOR SHALL BE LIABLE FOR DAMAGES TO OVERNIGHT. CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE SEWER CONNECTIONS IN WORKING ORDER AT ALL TIMES. IN NO CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND LINES. SERVICES SHALL BE RECONNECTED TO PROPOSED SEWER MAIN AND REQUIRE CONTRACTOR VERIFICATION. ALL EXISTING SERVICES SHOWN ARE APPROXIMATE IN NUMBER AND LOCATION SERVICES ALONG EXISTING SANITARY SEWER MAINS. PROPOSED CONTRACTOR SHALL USE TV TO LOCATE ALL SANITARY SEWER PROPOSED SANITARY SEWER MAIN LINES AND SEWER SERVICES. SEPARATION OF 9' (O.D. TO O.D.) FROM ALL EXISTING OR ALL WATER SERVICES SHALL BE LOCATED AT A MINIMUM SUBSIDIARY TO THE CONTRACT. GRADE. ADJUSTMENT OF THESE ITEMS SHALL BE CONSIDERED METERS, VAULTS AND ALL OTHER FACILITIES TO THE FINAL ADJUST ALL EXISTING AND PROPOSED VALVE BOXES, WATER 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-GNT01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-GNT01.dgn1:404:37:26 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP GENERAL NOTES KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC01.dgn1:804:37:32 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PA RKING AR EA PARKING AREA E E S S S S 592.08 X CUT SET 29 58 7.72 5/ 8" I RS W/RANDOM 3 0 LOOP 288 7-ELEVEN INC 101 N LOOP 288 DENNIS J KOOP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3600 E McKINNEY STREET McKINNEY BUILDING, LP LOT 24A LOT 1 LOT 1 LOT 1LOT 2R LOT 1 LOT 1R CAB. Y, PG. 121 16' UTILITY EASEMENT CAB. Y, PG. 121 SIDEWALK EASEMENT 20' UTILITY & VOL. 1674, PG. 69UTILITY EASEMENTMAINTAINING PUBLIC VOL. 1115, PG. 421 60' POWERLINE EASEMENT VOL. 1115, PG. 421 20' CONSTRUCTION EASEMENT VOL. 1115, PG. 421 20' UTILITY EASEMENT VOL. 1674, PG. 69 TO THE CITY 25' UTILITY EASEMENT CAB. F, PG. 336 ELEC. EASEMENT 20' UTILITY & CAB. F, PG. 336 & ELEC.EASEMENT 16' UTILITY CAB. K, PG. 208 INGRESS & EGRESS EASEMENT VARIABLE WIDTH CROSS-USE VOL. 1029, PG. 281 TO THE CITY OF DENTON 75' UTILITY EASEMENT VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC DOC. # 2005-130810 VARIABLE WIDTH EASEMENT VOL. 60 3, PG. 5 20EASEMENT16' PUBLI C UTI LI TYVOL. 60 3, PG. 5 20EASEMENT16' PUBLI C UTI LI TYVOL. 603, PG. 520 16' PUBLIC UTILITY EASEMENT CA B. R, PG. 32EASEM ENT20' PUB LI C U TI LI TYVOL. 1115, PG. 421EASEMENT 20' CONSTRUCTION VOL. 1115, PG. 418 TO THE CITY 20' UTILITY EASEMENT CAB. Y, PG. 121 16' UTILITY EASEMENT 3621 E McKINNEY STREET DENNIS J KOOP 3601 E McKINNEY STREET PIONEER ORT INVESTMENTS INC LOT 44 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & COMMISIONER'S COURT MINUTES, DENTON COUNTY, TX ATTACHED TO VOL. S, PAGE 366 RIGHT OF WAY EASEMENT DATED: 10-08-1947 88+00 89+00 91+0090+0086+0082+00 83+00 85+0084+00 87+00 10072+0010073+0010074+0010075+00 PC 86+94.15 PT 90+20.18V V V PARKING AREA E PARKING AREA S S S S PARKING AREA 590.91 5/8" IRS W/RANDOM 31 E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD LOOP 288 7-ELEVEN INC LOT 1 LOT 1 LOT 1 LOT 1 LOT 1 LOT 41 LOT 24A LOT 1VOL. 603, PG. 52016' PUBLIC UTILITY EASEMENTVOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY CAB. R, PG. 32EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. D, PG. 15 UTILITY EASEMENT 20' PUBLIC CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 EASEMENT 10' UTILITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE 92+00 100+0099+00 101+0098+0094+0093+00 95+00 97+0096+00 PC 93+74.59 PT 94+85.56 PC 99+35.08McKINNEY STREETCARDINAL DRIVEMATCHLINE STA 91+50N LOOP 288S LOOP 288MATCHLINE STA 91+50DUCHESS DRIVE3 EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W CV-1 354.41'S 63° 20' 05.00" ECV-2 CV-3 McKINNEY STREET EX. R.O.W EX. R.O.W EX. R.O.W N = 7128212.49 E = 2399828.06 DEG = 6° 29' 50.28" T = 164.90' L = 326.03' = 21° 11' 00.00" RT R = 881.84' N = 7127954.53 E = 2400341.73 DEG = 1° 38' 13.28" PI STA = 94+30.08 L = 110.97' = 1° 49' 00.00" RT T = 55.49' R = 3,500.00' CURVE 1 (CV-1) CURVE 2 (CV-2) N = 7127635.39 E = 2400929.96 DEG = 1° 05' 28.85" L = 328.34' = 3° 35' 00.00" LT R = 5,250.00' T = 164.22' CURVE 3 (CV-3)MATCHLINE STA 101+50McKINNEY ST BEGIN TO 101+50 PROJECT LAYOUT 1,143.29' S 84° 31' 05.00" E 354.41'S 63° 20' 05.00" E 449.52' S 61° 31' 05.00" E E: 2399330.32 N: 7127799.78 PC CV-2 93+74.59 E: 2399440.94 N: 7127790.94 PT CV-2 94+85.56 E: 2399888.40 N: 7127747.99 PC CV-3 99+35.08 CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY ELEV. 590.91 5/8" IRS RANDOM CAP CONTROL POINT #31 EX. R.O.W STREETM cKI NNEY E: 2399854.00 N: 7128188.52 STA 10073+29.69 LOOP 288 STA 88+88.74 McKINNEY STREET= E: 2399663.92 N: 7128228.24 PC CV-1 86+94.15 E: 2399975.42 N: 7128138.49 PT CV-1 90+20.18 ELEV. 587.72 5/8" IRS RANDOM CAP CONTROL POINT #30 ELEV. 592.08 "X" CUT SET CONTROL POINT #29 PI STA = 88+57.17 PI STA = 100+99.25 E: 2400810.08 N: 7127700.52 CL DUCHESS DRIVE STA 99+62.87 McKINNEY STREET POINT CONTROL POINTS ELEV.NORTHING EASTING DESCRIPTION 592.08297128206.79 2399349.00 587.72307128217.29 2400020.41 5/8" IRS RANDOM CAP "X" CUT SET 590.91317127818.45 2399652.90 5/8" IRS RANDOM CAP CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC02.dgn1:804:37:34 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA PARKING AREA CONCRETE E PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRY DBL. 12" TREE 24" TREE TRI 6" TREE DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM 15" HACKBERRY10" CEDAR DBL. 10" TREEDBL. 12" HACKBERRYDBL. 6" ELM 10" TREE S S 586.24 X CUT SET 32 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 27 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 7116' UTILITY EASEMENT CAB. B, PG. 7125' UTILITY EASEMENT E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 LOT 38 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ LOT 1R 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 3 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L CAB. O, PG. 264 10' UTILITY EASEMENT CAB. Y, PG. 289EASEMENT20' UTILITY 110+00 106+00 105+00 107+00 109+00 108+00104+00 103+00 102+00 PT 102+63.42 PC 104+55.99 PT 107+79.73PARKING AREA PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S 585.34 PK NAIL SET 33 S VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT LOT 4 STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L LOT 3 3923 E McKINNEY STREET 3919 McKINNEY, LLC LOT 152 STREET McKINNEY 4001 E DENTON CITY OF LOT 153 E McKINNEY STREET CITY OF DENTON LOT 154 4301 E McKINNEY STREET CITY OF DENTON LOT 159 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 161 LOT 5R1 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP CAB. B, PG. 71 EASEMENT 25' UTILITYCAB. Y, PG. 289 EASEMENT 20' UTILITY PG. 147 CAB. B, EASEMENT 16' UTILITY STREET McKINNEY 4515 E STOUT & GLADYS F KENNETH L 112+00111+00 115+00114+00 116+00 118+00117+00 119+00113+00 2 24+00223+0 0222+00221+00 PC 111+52.17 PC 116+81.83 PT 112+56.894MATCHLINE STA 110+50MATCHLINE STA 101+50MATCHLINE STA 110+50McKINNEY ST 101+50 TO 119+00 PROJECT LAYOUT McKINNEY STREETN MAYHI LL ROADS MAYHI LL ROADLOT 4 E McKINNEY STREET 3918-3920 MICHAEL L ORINGDERFF LESLIE A & EX. R.O.W EX. R.O.W EX. R.O.W CV-4 N = 7127635.39 E = 2400929.96 DEG = 1° 05' 28.85" L = 328.34' = 3° 35' 00.00" LT R = 5,250.00' T = 164.22' CURVE 3 (CV-3) CV-5 CV-3 CV-6 N = 7127416.80 E = 2401400.90 DEG = 3° 30' 02.71" L = 323.74' R = 1,636.67' T = 162.40' = 11° 20' 00.00" LT CURVE 4 (CV-4) N = 7127279.07 E = 2401971.72 DEG = 0° 38' 11.83" PI STA = 112+04.53 L = 104.72' = 0° 40' 00.00" RT T = 52.36' R = 9,000.00' CURVE 5 (CV-5) N = 7127057.59 E = 2402844.97 DEG = 0° 29' 59.69" L = 846.81' = 4° 14' 00.00" RT T = 423.60' R = 11,461.16' CURVE 6 (CV-6) 192.57' S 65° 06' 05.00" E 372.44'S 76° 26' 05.00" E 372.44' S 76° 26' 05.00" E 424.94' S 75° 46' 05.00" E E: 2400925.52 N: 7127177.35 PC CV-5 111+52.17 E: 2401024.22 N: 7127142.35 PT CV-5 112+56.89 E: 2401423.89 N: 7126998.01 PC CV-6 116+81.83 E: 2401558.77 N: 7127378.71 PT CV-4 107+79.73 E: 2401078.92 N: 7127566.25 PT CV-3 102+63.42 EX. R.O.W EX. R.O.W ELEV. 585.34 PK NAIL SET CONTROL POINT #33 ELEV. 586.24 "X" CUT SET CONTROL POINT #32 E: 2402040.57 N: 7127261.61 STA 222+65.23 MAYHILL ROAD STA 112+75.57 McKINNEY STREET= E: 2401253.59 N: 7127485.17 PC CV-4 104+55.99 R.O.WEX. MATCHLINE STA 119+00REFERENCE ONLY PI STA = 100+99.25 PI STA = 106+17.86 PI STA = 121+05.24 DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS McKINNEY STREET POINT CONTROL POINTS ELEV.NORTHING EASTING DESCRIPTION 586.24327127426.28 2401248.06 585.34337127178.02 2401056.72 PK NAIL SET "X" CUT SET CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC03.dgn1:804:37:37 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PBX PBX PBX 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDAR 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S S 586.97 5/8" IRS W/RANDOM 35 585.195/8" IRS W/RANDOM34 LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 LOT 151 (PT) LOT 168LOT 161 BAYLOR UNIVERSITY 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 99-R0 0 7 7 3 0 9EASEMENT 2 0' PUBLI C UTI LI TY STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & 128+00 124+00123+00 125+00 127+00126+00122+00 119+00 121+00120+00 PT 125+28.65CONCRETE PBX E E 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 587.02 5/8" IRS W/RANDOM 36 136+00 135+00 137+00 138+00 134+00 130+00 129+00 131+00 133+00132+00 128+00 PC 129+61.61LOT 169 LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 5043 E McKINNEY STREET CHELA DARLINE McDONALD BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 5MATCHLINE STA 128+00McKINNEY ST 119+00 TO 138+00 PROJECT LAYOUT EX. R.O.W CV-6 E: 2403246.76 N: 7126923.42 PT CV-6 125+28.65 MATCHLINE STA 128+00MATCHLINE STA 138+00EX. R.O.W EX. R.O.W EX. R.O.W McKINNEY STREET McKINNEY STREET E: 2403657.43 N: 7126923.42 PC CV-7 129+61.61 432.96' S 71° 32' 05.00" E 432.96'S 71° 32' 05.00" E ELEV. 585.19 5/8" IRS RANDOM CAP CONTROL POINT #34 ELEV. 586.97 5/8" IRS RANDOM CAP CONTROL POINT #35 ELEV. 587.02 5/8" IRS RANDOM CAP CONTROL POINT #36 EX. R.O.W EX. R.O.W EX. R.O.W CURVE 6 (CV-6) CURVE 7 (CV-7) CV-7 PI STA = 121+05.24 N = 7127057.59 E = 2402844.97 = 4° 14' 00.00" RT DEG = 0° 29' 59.69" T = 423.60' L = 846.81' R = 11,461.16' PI STA = 134+96.12 N = 7126786.29 E = 2403657.43 = 9° 48' 00.00" RT DEG = 0° 55' 00.24" T = 535.81' L = 1,069.01' R = 6,250.00'RYAN WAYCARPENTER ROADCARPENTERMATCHLINE STA 119+00END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 E: 2403521.17 N: 7126831.79 CL CARPENTER ROAD STA 128+17.95 McKINNEY STREET POINT CONTROL POINTS ELEV.NORTHING EASTING DESCRIPTION 585.19347127037.38 2402752.25 586.97357126888.98 2403487.69 5/8" IRS RANDOM CAP 5/8" IRS RANDOM CAP 587.02367126624.81 2404189.92 5/8" IRS RANDOM CAP CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC04.dgn1:804:37:39 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES S 592.87 5/8" IRS W/RANDOM 37 LOT 1R4 LOT 1 LOT 147BLOT 1, BLOCK A LOT 1, BLOCK B 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP CAB. E, PG. 330 4' SIDEWALK EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, P G. 6 2 1 6' U TI LI T Y E AS E ME NT CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 139+00138+00 140+00 148+00147+00146+00142+00141+00 143+00 145+00144+00 PT 140+30.62CONCRETE E S S S 582.48X CUT SET38 S 148+00 149+00 151+00150+00 158+00 157+00 153+00 152+00 154+00 156+00 155+00 PC 152+46.66 PT 156+32.66LOT 147B LOT 1 LOT 1 LOT 147A E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP CAB. E, PG. 6016' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT K OR NU P AUL & WE N T S AI L OT 1 08 6MATCHLINE STA 148+00McKINNEY ST 138+00 TO 158+00 PROJECT LAYOUT McKINNEY STREETCV-7 EX. R.O.W MATCHLINE STA 138+00MATCHLINE STA 148+00 E: 2404637.59 N: 7126923.42 PT CV-7 140+30.62 1216.03' S 61° 44' 05.00" E 1216.03'S 61° 44' 05.00" E EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W ELEV. 592.87 5/8" IRS RANDOM CAP CONTROL POINT #37 ELEV. 582.48 "X" CUT SET CONTROL POINT #38 CURVE 8 (CV-8) PI STA = 154+39.66 N = 7125695.37 E = 2405879.01 = 9° 39' 00.00" RT DEG = 2° 30' 00.00" T = 193.46' R = 2,291.83' CURVE 7 (CV-7) PI STA = 134+96.12 N = 7126786.29 E = 2403657.43 = 9° 48' 00.00" RT DEG = 0° 55' 00.24" T = 535.81' L = 1,069.01' R = 6,250.00' L = 386.00' CV-8 MATCHLINE STA 158+00McKINNEY STREETS FORK ROAD E: 2405708.62 N: 7126923.42 PC CV-8 152+46.66 804.20'S 52° 05' 05.00" E EX. R.O.WWAYGLENNGARY E: 2406031.64 N: 7125576.49 PT CV-8 156+32.66 E: 2404591.45 N: 7126387.40 CL GLENNGARY WAY STA 139+78.36 McKINNEY STREET E: 2405512.03 N: 7125892.69 CL S FORK ROAD STA 150+23.45 McKINNEY STREET POINT CONTROL POINTS ELEV.NORTHING EASTING DESCRIPTION 592.87377126294.73 2404863.34 582.48387125923.85 2405527.26 "X" CUT SET 5/8" IRS RANDOM CAP CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CHC05.dgn1:804:37:41 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 585.97 PK NAIL SET 39 594.115/8" IRS W/RANDOM40 DD LOT 147A LOT 143, 144 LOT 146 L OT 108 E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP K OR N U P A UL & WE N TS AI LOT 145 E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC V OL. 990, P G.640 15' UTILIT Y E ASE ME NT K O R N U PA UL & WE N TS AI 159+00158+00 160+00 162+00161+00 163+00 165+00164+00 166+00 167+00 PC 164+36.86S S S S 587.065/8" IRS W/RANDOM41 D D 177+00 176+00175+00171+00170+00 172+00 174+00173+00169+00168+00167+00 PT 168+00.19 PC 175+86.79LOT 146 LOT 145 LOT 143, 144 LOT 146 LOT 143, 144 E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & GRISSOM ROAD YES COMPANIES KEY LLC E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC VOL. XX, PG. XX 25' UTILITY EASEMENT VOL. XX, PG. XX EASEMENT 30' TEMPORARY CONSTRUCTION PG. 351 VOL. 695, EASEMENT 16' UTILITY PG. XX VOL. XX, EASEMENT 16' UTILITY VOL. XX, PG. XX UTILITY EASEMENT VARIABLE WIDTH VOL. 1637, PG. 131 EASEMENT 16' SANITARY SEWER 7 E: 2399330.32N: 7127799.78PC CV-2 STA 93+74.59 MATCHLINE STA 167+00MATCHLINE STA 158+00 E: 2406666.09 N: 7125082.32 PC CV-9 164+36.86 804.20' S 52° 05' 05.00" EELEV. 585.97 PK NAIL SET CONTROL POINT #39 PI STA = 166+18.53 N = 7124970.64 E = 2406809.45 = 3° 38' 00.00" LT DEG = 1° 00' 00.00" T = 181.73' R = 5,729.58'MATCHLINE STA 167+00EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W L = 363.33' ELEV. 594.11 5/8" IRS RANDOM CAP CONTROL POINT #40 ELEV. 585.97 5/8" IRS RANDOM CAP CONTROL POINT #41 E: 2405985.98 N: 7125110.80 PT CV-9 168+00.19 McKINNEY STREET McKINNEY STREET ORR ROAD786.60' S 55° 43' 05.00" E CV-9 CURVE 9 (CV-9) CV-9 McKINNEY ST 158+00 TO END PROJECT LAYOUT POINT CONTROL POINTS ELEV.NORTHING EASTING DESCRIPTION 585.97397125464.03 2406245.03 594.11407124928.76 2406771.04 5/8" IRS RANDOM CAP PK NAIL SET 585.97417124586.09 2407437.90 5/8" IRS RANDOM CAP CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP00.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP00.dgn1:804:37:44 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 8 PHASE ONE SEQUENCE OF CONSTRUCTION PHASE TWO SEQUENCE OF CONSTRUCTIONSEQUENCE OF CONSTRUCTION GENERAL NOTES OF CONSTRUCTION NOTES TRAFFIC CONTROL SEQUENCE FACILITATE EARLY OPENING TO TRAFFIC. (MINIMUM 3200 PSI COMPRESSIVE STRENGTH AND 450 PSI FLEXURAL STRENGTH IN 24 HR.) TO MANAGER. SCHOOL DRIVEWAYS ARE TO BE CONSTRUCTED WITH HIGH EARLY STRENGTH CONCRETE SCHOOL IS OUT OF SESSION FOR THE SUMMER OR ON WEEKENDS AS APPROVED BY CITY PROJECT INTERSECTION AND THE BUS DRIVEWAY AT STATION 135+88.67 TO TAKE PLACE ONLY WHEN 9. IN ORDER TO LESSEN IMPACT TO SCHOOL TRAFFIC, CONSTRUCTION OF RYAN WAY 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. 7. SCHOOL ZONE FLASHERS SHALL BE OPERATIONAL DURING ALL PHASES OF CONSTRUCTION. CONSTRUCTION. 6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF ANY PHASE OF PHASES OF CONSTRUCTION. 5. EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED AND MAINTAINED DURING ALL PROVIDED AT ALL TIMES. 4. SIDEWALKS AND/OR CLEAR PASSAGE WAYS THAT ARE CLEARLY IDENTIFIABLE SHALL BE TO SETTING UP FOR EACH PHASE OF CONSTRUCTION. EDITION OF THE TEXAS MUTCD AND SUBMIT THEM TO THE CITY OF DENTON FOR APPROVAL PRIOR BARRICADES, MARKINGS, BUTTONS, AND DETOUR ROUTES IN ACCORDANCE WITH THE LATEST 3. THE CONTRACTOR SHALL PREPARE DETAILED TRAFFIC CONTROL PLANS SHOWING ALL SIGNS, MAINTAINED AT ALL TIMES UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY. MAINTAINED) ON McKINNEY STREET. ACCESS TO ALL SIDE STREETS AND DRIVEWAYS SHALL BE PAVEMENT WIDTH INCLUDING DETOUR PAVEMENT, ONE LANE IN EACH DIRECTION SHALL BE 2. DURING ALL PHASES OF CONSTRUCTION A MINIMIUM OF TWO LANES OF TRAFFIC (20' MIN. ADJUSTMENTS SHALL BE MADE. SCHEDULE OR SEQUENCE BECOMES UNWORKABLE OR UNSATISFACTORY AS WORK PROCEEDS, BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE PROJECT DURING CONSTRUCTION. THE SCHEDULE & SEQUENCING OF CONSTRUCTION PLAN SHALL THAT SHALL CAUSE MINIMUM INTERFERENCE WITH TRAFFIC ALONG, ACROSS AND ADJACENT TO THE A CONSTRUCTION SCHEDULE, SEQUENCE OF CONSTRUCTION, AND DETAILED TRAFFIC CONTROL PLAN OF BIDS ONLY. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL DEVELOP, IN DETAIL, 1. THE SEQUENCE OF CONSTRUCTION SHOWN IN THE PLANS IS FOR PREPARATION AND COMPARISON PLACE THE PHASE TWO TEMPORARY MARKINGS AND SIGNS AND SHIFT TRAFFIC.10. DRIVEWAY CONNECTIONS; AND TRANSITIONS. CONSTRUCT THE SOUTH HALF (EAST BOUND LANES) OF McKINNEY STREET; ALL STREET AND 9F. CONSTRUCT PROPOSED LIGHTING FOUNDATIONS AND INSTALL CONDUIT AND LIGHTING POLES.9E. CONNECTIONS ALONG McKINNEY STREET BETWEEN MAYHILL ROAD AND STA 143+00. TO EXISTING MAINS, FIRE HYDRANTS, WATER SERVICE LINES, METERS AND SERVICE CONSTRUCT THE 16-INCH WATER MAIN ON THE SOUTH SIDE OF THE ROAD, ALL CONNECTIONS 9D. CONNECTIONS ALONG McKINNEY STREET BETWEEN LOOP 288 AND MAYHILL ROAD. TO EXISTING MAINS, FIRE HYDRANTS, WATER SERVICE LINES, METERS AND SERVICE CONSTRUCT THE 12-INCH WATER MAIN ON THE SOUTH SIDE OF THE ROAD, ALL CONNECTIONS 9C. ALL TIMES DURING CONSTRUCTION. OF McKINNEY STREET. MAKE NECESSARY PIPE CONNECTIONS TO MAINTAIN POSITIVE DRAINAGE AT CONSTRUCT STORMWATER MAINS, BOX CULVERTS, LATERALS, AND INLETS ON THE SOUTH HALF 9B. WASTEWATER LINE JUST EAST OF MAYHILL ROAD. CONSTRUCT A 10-INCH WASTEWATER LINE IN THE SAME TRENCH AS THE EXISTING 8" 9A. CONSTRUCT THE FOLLOWING, CONTRACTOR TO DETERMINE ORDER OF CONSTRUCTION:9. PLACE TEMPORARY PAVEMENT MARKINGS.8. WIDTH). CONSTRUCT TEMPORARY PAVEMENT ON NORTH SIDE OF McKINNEY STREET (20' MIN. PAVEMENT 7. CONTRACTOR TO ADJUST SIGNALS ACCORDINGLY PER PHASE ONE.6. THE NEW SYSTEM IS IN OPERATION. TRAFFIC SIGNAL HEADS. THE EXISTING TRAFFIC SIGNAL SYSTEM SHALL NOT BE REMOVED UNTIL THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC SIGNAL CABLE TO THE PEDESTRIAN AND 5. ARMS, HEADS, AND EQUIPMENT FOR TRAFFIC CONTROL DURING PHASE ONE. CONSTRUCT PROPOSED TRAFFIC SIGNAL FOUNDATIONS AND INSTALL THE SIGNAL POLES, MAST 4. INSTALL EQUIPMENT FOR TRAFFIC CONTROL DURING PHASE ONE.3. AGREEMENT HAS BEEN REACHED WITH THE PROPERTY OWNER TO CLOSE ACCESS TO THEIR PROPERTY. 2. MAINTAIN ACCESS TO ALL PROPERTIES THROUGH THIS PHASE OF CONSTRUCTION UNLESS AN EDITION OF THE TEXAS MUTCD AND TXDOT STANDARD DETAILS. INSTALL PHASE ONE TRAFFIC CONTROL SIGNS AND DEVICES IN ACCORDANCE WITH THE LATEST 1. OPEN ALL LANES TO TRAFFIC.11. REMOVE THE TEMPORARY MARKINGS AND SIGNS. PLACE THE PERMANENT MARKINGS AND SIGNS.10. DRIVEWAY CONNECTIONS; AND TRANSITIONS. CONSTRUCT THE NORTH HALF (WEST BOUND LANES) OF McKINNEY STREET; ALL STREET AND 9E. CONSTRUCT PROPOSED LIGHTING FOUNDATIONS AND INSTALL CONDUIT AND LIGHTING POLES.9D. CONNECTIONS ALONG McKINNEY STREET BETWEEN MAYHILL ROAD AND STA 143+00. TO EXISTING MAINS, FIRE HYDRANTS, WATER SERVICE LINES, METERS AND SERVICE CONSTRUCT THE 16-INCH WATER MAIN ON THE NORTH SIDE OF THE ROAD, ALL CONNECTIONS 9C. CONNECTIONS ALONG McKINNEY STREET BETWEEN LOOP 288 AND MAYHILL ROAD. TO EXISTING MAINS, FIRE HYDRANTS, WATER SERVICE LINES, METERS AND SERVICE CONSTRUCT THE 20-INCH WATER MAIN ON THE NORTH SIDE OF THE ROAD, ALL CONNECTIONS 9B. DURING CONSTRUCTION. OF McKINNEY STREET. MAKE NECESSARY PIPE CONNECTIONS TO MAINTAIN POSITIVE DRAINAGE CONSTRUCT STORMWATER MAINS, BOX CULVERTS, LATERALS, AND INLETS ON THE NORTH SIDE 9A. CONSTRUCT THE FOLLOWING, CONTRACTOR TO DETERMINE ORDER OF CONSTRUCTION:9. PLACE TEMPORARY PAVEMENT MARKINGS.8. WIDTH). CONSTRUCT TEMPORARY PAVEMENT ON SOUTH SIDE OF McKINNEY STREET (20' MIN. PAVEMENT 7. CONTRACTOR TO ADJUST SIGNALS ACCORDINGLY PER PHASE TWO.6. REMOVED UNTIL THE NEW SYSTEM IS IN OPERATION. TRAFFIC SIGNAL HEADS FOR PHASE TWO. THE EXISTING TRAFFIC SIGNAL SYSTEM SHALL NOT BE THE CONTRACTOR SHALL ADJUST NEW TRAFFIC SIGNAL CABLE TO THE PEDESTRIAN AND 5. INSTALL EQUIPMENT FOR TRAFFIC CONTROL DURING PHASE TWO.4. AGREEMENT HAS BEEN REACHED WITH THE PROPERTY OWNER TO CLOSE ACCESS TO THEIR PROPERTY. MAINTAIN ACCESS TO ALL PROPERTIES THROUGH THIS PHASE OF CONSTRUCTION UNLESS AN 3. EDITION OF THE TEXAS MUTCD AND TXDOT STANDARD DETAILS. INSTALL PHASE TWO TRAFFIC CONTROL SIGNS AND DEVICES IN ACCORDANCE WITH THE LATEST 2. ASPHALT PAVEMENT ON THE SOUTH SIDE OF McKINNEY STREET. 1. TRAFFIC WILL TRAVEL ON THE NEWLY CONSTRUCTED EAST BOUND LANES AND TEMPORARY CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP00A.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP00A.dgn1:404:37:46 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP CONSTRUCTION - TYP. SECTIONS TRAFFIC CONTROL SEQUENCE OF KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS LC GROUND EXISTING 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 10' (TYP.) GUTTER CURB & STANDARD SIDEWALK LANE 11' LANE 10' 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) EXISTING GROUNDR.O.W.EX. R.O.W.EX. SUBGRADE (36 LB/SY/LIFT) 12" LIME STABILIZED 57' B-B 2% MAX 1.5% TYP. 6:1 MAX 3:1 MAX 4:1 TYP. 2' 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' BIKE/PED PATH 12' FUTURE 5' 3'-5.5' LC GROUND EXISTING 100' EX. R.O.W LANE 10' LANE 11' SIDEWALK LANE 10' LANE 11' 3" ASPHALT BASE (TYPE B)6" ASPHALT BASE (TYPE B) EXISTING GROUNDR.O.W.EX. R.O.W.EX. SUBGRADE (36 LB/SY/LIFT) 12" LIME STABILIZED 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX1.5% TYP. FUTURE 6' 7'-9.5' 3'-5.5' CONSTRUCTION PHASE ONE TYPICAL SECTION PARTIAL 6' BARRIER FOR CONSTRUCTION PAVEMENT EXISTING PAVEMENT ASPHALT TEMPORARY CONSTRUCTION PHASE TWO TYPICAL SECTION 3' PARTIAL 6' CONSTRUCTION BARRIER FOR PAVEMENT EXISTING BARRELS TO PROTECT CURB AND CURB TO ALLOW FOR EDGE OF TRAVEL LANE 3' GAP BETWEEN LANE LEFT TURN TWO-WAY LANE LEFT TURN TWO-WAY 9 SIDEWALK REINF.CONCRETE FUTURE 4" SIDEWALK REINF.CONCRETE FUTURE 4" SIDEWALK CONCRETE REINF. FUTURE 6" THE BID ITEM "TRAFFIC CONTROL". FOR TRAFFIC CONTROL TO BE SUBSIDIARY TO 2.ALL TEMPORARY PAVEMENT MARKINGS REQUIRED UPON COMPLETION OF CONSTRUCTION PHASE TWO. 1.3" ASPHALT SURFACE COURSE TO BE PLACED NOTES: CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP01.dgn1:804:37:53 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 1 TRAFFIC CONSTRUCTION PHASE 1 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 1 LEGEND: TRAFFIC FLOW PHASE 1 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE CHANNELIZING DEVICE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PA RKING AR EA PARKING AREA E E S S S S ONLYONLYONLYONLYONLYONLYONLY LOOP 288 7-ELEVEN INC 101 N LOOP 288 DENNIS J KOOP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3600 E McKINNEY STREET McKINNEY BUILDING, LP LOT 24A LOT 1 LOT 1 LOT 1 LOT 1 LOT 1R 3621 E McKINNEY STREET DENNIS J KOOP 3601 E McKINNEY STREET PIONEER ORT INVESTMENTS INC LOT 44 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 88+00 89+00 91+0090+0086+0082+00 83+00 85+0084+00 87+00 10072+0010073+0010074+0010075+00 PC 86+94.15 PT 90+20.18V V V PARKING AREA E PARKING AREA S S S S PARKING AREA E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD LOOP 288 7-ELEVEN INC LOT 1 LOT 1 LOT 1 LOT 1 LOT 1 LOT 41 LOT 24A LOT 1 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE 92+00 100+0099+00 101+0098+0094+0093+00 95+00 97+0096+00 PC 93+74.59 PT 94+85.56 PC 99+35.08D DONLYMcKINNEY STREETCARDINAL DRIVEMATCHLINE STA 91+50N LOOP 288S LOOP 288MATCHLINE STA 91+5010 McKINNEY STREET MATCHLINE STA 101+5020'20'DRIVEDUCHESS48x24 G20-2 ROAD WORK END 3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 2R LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 191 DUCHESS DRIVE VII JOINT VENTURE JBJ/CALDER FUND 100' TAPER TEMPORARY PAVEMENT CONSTRUCT STRIPE PAINTED YELLOW 4" DOUBLE CONSTRUCTION BARRIER FOR LANES BOUND EAST CONSTRUCT EAST BOUND LANES CONSTRUCT 100' STORAGE CL McKINNEY STREET CL McKINNEY STREET CONSTRUCTION BARRIER FOR MEDIAN AND STRIPING REMOVE EXISTING STRIPING EXISTING REMOVE 320'320'320'(TYP.)640'(TYP.)320'320' (TYP.) 320' 640' (TYP.) TRAFFIC CONTROL FOR PH. 1 LOOP 288 SEE SHEET 14 CHANNELIZING DEVICE 48x48 CW9-2TR RIGHT MERGE LANE ENDS LEFT MERGE LANE ENDS 48x48 CW9-2TL 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T WORK ZONE END 48x24 G20-2bT CLOSED SIDEWALK 24x12 R9-9 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT DEVICE CHANNELIZING 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP PAINTED STRIPE 4" DOUBLE YELLOW CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP02.dgn1:804:37:55 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 1 TRAFFIC CONSTRUCTION PHASE 1 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 1 LEGEND: TRAFFIC FLOW PHASE 1 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE CHANNELIZING DEVICE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA PARKING AREA CONCRETE E PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRY DBL. 12" TREE 24" TREE TRI 6" TREE DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM 15" HACKBERRY10" CEDAR DBL. 10" TREEDBL. 12" HACKBERRYDBL. 6" ELM 10" TREE S S 586.24 X CUT SET 32 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 27 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 LOT 38 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ LOT 1R 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 3 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L D D 110+00 106+00 105+00 107+00 109+00 108+00104+00 103+00 102+00 PT 102+63.42 PC 104+55.99 PT 107+79.73PARKING AREA PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S S LOT 4 STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L LOT 3 3923 E McKINNEY STREET 3919 McKINNEY, LLC LOT 152 STREET McKINNEY 4001 E DENTON CITY OF LOT 153 E McKINNEY STREET CITY OF DENTON LOT 154 4301 E McKINNEY STREET CITY OF DENTON LOT 159 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 161 LOT 5R1 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP STREET McKINNEY 4515 E STOUT & GLADYS F KENNETH L D D 112+00111+00 115+00114+00 116+00 118+00117+00 119+00113+00 2 24+00223+0 0222+00221+00 PC 111+52.17 PC 116+81.83 PT 112+56.8911MATCHLINE STA 110+50MATCHLINE STA 101+50MATCHLINE STA 110+50McKINNEY STREET McKINNEY STREETN MAYHI LL ROADS MAYHI LL ROADLOT 4 E McKINNEY STREET 3918-3920 MICHAEL L ORINGDERFF LESLIE A &MATCHLINE STA 119+00TRAFFIC CONTROL FOR PH. 1 MAYHILL RD SEE SHEET 15 200' ASPHALT TRANSITION PAINTED STRIPE 4" DOUBLE YELLOW EAST BOUND LANES CONSTRUCT20'PAVEMENT TEMPORARY CONSTRUCT STRIPING MATCH EXISTING DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS CL McKINNEY STREET CONSTRUCTION BARRIER FOR CONSTRUCTED BY OTHERS STATION 119+50 TO BE STREET STATION 106+00 TO INTERSECTION AND McKINNEY MAYHILL ROAD/McKINNEY STREET TRANSITION 200' ASPHALT STRIPING MATCH EXISTING REFERENCE ONLY REFERENCE ONLY 48x48 CW1-4R 48x48 CW1-4L CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP03.dgn1:804:37:58 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 1 TRAFFIC CONSTRUCTION PHASE 1 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 1 LEGEND: TRAFFIC FLOW PHASE 1 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE CHANNELIZING DEVICE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PBX PBX PBX 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDAR 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S S BAYLOR UNIVERSITY 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 LOT 151 (PT) LOT 168 LOT 151 (PT) BAYLOR UNIVERSITY STREETMcKINNEY 4515 E STOUT& GLADYS F KENNETH L D 128+00 124+00123+00 125+00 127+00126+00122+00 119+00 121+00120+00 PT 125+28.65D D CONCRETE PBX E E 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 136+00 135+00 137+00 138+00 134+00 130+00 129+00 131+00 133+00132+00 128+00 PC 129+61.61LOT 169 LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 5043 E McKINNEY STREET CHELA DARLINE McDONALD BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM 12MATCHLINE STA 128+00MATCHLINE STA 128+00MATCHLINE STA 138+00McKINNEY STREET McKINNEY STREETRYAN WAYCARPENTER ROADCARPENTERMATCHLINE STA 119+00TEMPORARY PAVEMENT CONSTRUCT CL McKINNEY STREET PAINTED STRIPE 4" DOUBLE YELLOW 20'20'EAST BOUND LANES CONSTRUCT EAST BOUND LANES CONSTRUCT CONSTRUCTION BARRIER FOR CONSTRUCTION BARRIER FOR CL McKINNEY STREET PAVEMENT TEMPORARY CONSTRUCT PAINTED STRIPE 4" DOUBLE YELLOW 320'320'(TYP.)320'640'(TYP.)16 TRAFFIC CONTROL FOR PH. 1 CARPENTER RD SEE SHEET 16 TRAFFIC CONTROL AND CARPENTER RD FOR PH. 1 RYAN WY SEE SHEET END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 TRANSITION 200' ASPHALT NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP04.dgn1:804:38:01 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 1 TRAFFIC CONSTRUCTION PHASE 1 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 1 LEGEND: TRAFFIC FLOW PHASE 1 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE CHANNELIZING DEVICE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES S LOT 1R4 LOT 1 LOT 147BLOT 1, BLOCK A LOT 1, BLOCK B 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP 139+00138+00 140+00 148+00147+00146+00142+00141+00 143+00 145+00144+00 PT 140+30.62CONCRETE E S S S S 148+00 149+00 151+00150+00 158+00 157+00 153+00 152+00 154+00 156+00 155+00 PC 152+46.66 PT 156+32.66LOT 147B LOT 1 LOT 1 LOT 147A E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP K OR NU P AUL & WE N T S AI L OT 1 08 6+00 7+00 8+00 5+006+007+004+00 2+00 3+00 2+00 3+00 13MATCHLINE STA 148+00McKINNEY STREET MATCHLINE STA 138+00MATCHLINE STA 148+00McKINNEY STREET TEMPORARY PAVEMENT CONSTRUCT TEMPORARY PAVEMENT CONSTRUCT CL McKINNEY STREET CL McKINNEY STREET PAINTED STRIPE 4" DOUBLE YELLOW PAINTED STRIPE 4" DOUBLE YELLOW EAST BOUND LANES CONSTRUCT EAST BOUND LANES CONSTRUCT CONSTRUCTION BARRIER FOR CONSTRUCTION BARRIER FOR20'20'100' TAPERROADS FORKPAINTED STRIPE 4" SINGLE WHITE 100' TAPER320'320' (TYP. )320'320'320'(TYP.)320'640'(TYP.)640' (TYP. ) 640' (TYP.) 320 '(TYP.) 320'CLOSED SIDEWALK 24x12 R9-9 48x48 CW20-1 AHEAD WORK ROAD36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROADWAYGLENNGARY 48x48 CW1-4L 48x48 CW1-6aT CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP05.dgn1:804:38:03 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN ISV PA RKING AR EA PARKING AREA E PARKIN G AREAS S S S ONLYONLYONLYONLYONLYONLYONLY ONLY 101 S LOO P 288D NB I NVESTM EN TS LTDLOOP 288 7-ELEVEN INC LOOP 2887-ELEV EN I NC3612 E McKINNEY STREET McKINNEY BUILDING, LP 3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 41LOT 24A LOT 1 LOT 24A LOT 1 LOT 1 LOT 13621 E McKINNEY STREET DENNIS J KOOP 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 10 1 S LOOP 288I NVESTM EN T COM PAN YSEJ ASSET M ANA GEMENT & 88+00 89+00 91+0090+0086+0085+00 92+0093+0087+00 10071+0010072+0010073+0010074+0010075+0010076+00 PC 86+94.15 PT 90+20.18ONLYMcKINNEY STREET N LOOP 288S LOOP 28814 CL McKINNEY STREET 20'3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 2R 101 N LOOP 288 DENNIS J KOOP LOT 1 101 S LOO P 288D NB I NVESTM EN TS LTDLOT 41320'320'(TYP.)320'320'320'(TYP.)320'640'(TYP.)640'(TYP.)10 TRAFFIC CONTROL FOR PH. 1 McKINNEY ST THROUGHSEE SHEETS 13 TRAFFIC CONTROL LOOP 288 PHASE ONE NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP06.dgn1:804:38:06 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA CONCRETE CONCRETE CONCRETE E E PARKING AREA PARKING AREA PARKING AREA PARKING AREA S S S D D S D S LOT 1R 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 3 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN LOT 4 STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L LOT 3 3923 E McKINNEY STREET 3919 McKINNEY, LLC LOT 152 STREET McKINNEY 4001 E DENTON CITY OF LOT 153 E McKINNEY STREET CITY OF DENTON LOT 154 4301 E McKINNEY STREET CITY OF DENTON LOT 5R1 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP D D 112+00111+00 115+00114+00110+00109+00 116+00 117+00113+00224+00223+0 0222+00221+00 PC 111+52.17 PC 116+81.83 PT 112+56.8915 McKINNEY STREET N MAYHI LL ROADS MAYHI LL ROAD320'320' (TYP. )320'320'320' (TYP.)320'640' (TYP. )640' (TYP. ) 10 TRAFFIC CONTROL FOR PH. 1 McKINNEY ST THROUGHSEE SHEETS 13 CONSTRUCTED BY OTHERS STATION 119+50 TO BE STREET STATION 106+00 TO INTERSECTION AND McKINNEY MAYHILL ROAD/McKINNEY STREET REFERENCE ONLY TRAFFIC CONTROL MAYHILL PHASE ONE NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END CLOSED SIDEWALK 24x12 R9-9 CLOSED SIDEWALK 24x12 R9-9 CLOSED SIDEWALK 24x12 R9-9 CLOSED SIDEWALK 24x12 R9-9 NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP07.dgn1:804:38:08 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 1 TRAFFIC CONSTRUCTION PHASE 1 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 1 LEGEND: TRAFFIC FLOW PHASE 1 SIGN 2019 SEP OF CONSTRUCTION - PHASE ONE TRAFFIC CONTROL SEQUENCE CHANNELIZING DEVICE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D D CONCRETE PBX PBX E 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDAR 8" HACKBERRY DBL. 15"/24" PECAN 24" PECAN S 130+00 129+00 131+00 133+00132+00 128+00 125+00 127+00 126+00 PT 125+28.65 PC 129+61.6120' PUBLIC UTILITY EASEMENT DOC # 99-R0077309 LOT 167 LOT 151 (PT) LOT 168 LOT 169 LOT 151 (PT) LOT 1R4 LOT 150 4683 E McKINNEY STREETSAYR RESOURCES INC BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREETBARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 16 McKINNEY STREET RYAN WAYCARPENTER ROAD20'LOT 1R4 5101 E McKINNEY STREET DENTON ISD LOT 168 McKINNEY STREET5001 E COBB McDONALDBARBARA LOT 167 4683 E McKINNEY STREETSAYR RESOURCES INC TEMPORARY PAVEMENT CONSTRUCT EAST BOUND LANES CONSTRUCT CONSTRUCTION BARRIER FOR CL McKINNEY STREET 320'320' (TYP. )320' 3 2 0' 3 2 0' (TYP. ) 3 2 0'6 4 0' (TYP. )640'(TYP.)ONE TRAFFIC CONTROL AND RYAN WAY PHASE CARPENTER ROAD 10 TRAFFIC CONTROL FOR PH. 1 McKINNEY ST THROUGHSEE SHEETS 13 NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROAD 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP08.dgn1:804:38:11 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PA RKING AR EA PARKING AREA E E S S S S ONLYONLYONLYONLYONLYONLYONLY LOOP 288 7-ELEVEN INC 101 N LOOP 288 DENNIS J KOOP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3612 E McKINNEY STREET McKINNEY BUILDING, LP 3600 E McKINNEY STREET McKINNEY BUILDING, LP LOT 24A LOT 1 LOT 1 LOT 1 LOT 1R 3621 E McKINNEY STREET DENNIS J KOOP 3601 E McKINNEY STREET PIONEER ORT INVESTMENTS INC LOT 44 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 88+00 89+00 91+0090+0086+0082+00 83+00 85+0084+00 87+00 10072+0010073+0010074+0010075+00 PC 86+94.15 PT 90+20.18V V PARKING AREA E PARKING AREA S S S S PARKING AREA E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD LOOP 288 7-ELEVEN INC LOT 1 LOT 1 LOT 1 LOT 1 LOT 41 LOT 24A LOT 1 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE 92+00 100+0099+00 101+0098+0094+0093+00 95+00 97+0096+00 PC 93+74.59 PT 94+85.56 PC 99+35.08D D D D McKINNEY STREETCARDINAL DRIVEMATCHLINE STA 91+50N LOOP 288S LOOP 288MATCHLINE STA 91+5017 McKINNEY STREET MATCHLINE STA 101+5020'20'DRIVEDUCHESS3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 2R LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 191 DUCHESS DRIVE VII JOINT VENTURE JBJ/CALDER FUND ONLY 30x36 R3-5R ONLY 30x36 R3-5L 101 N LOOP 288 DENNIS J KOOP LOT 1 320'320' (TYP.) 320' 640' (TYP.)320'320'(TYP.)320'640'(TYP.)100' TAPER TEMPORARY PAVEMENT CONSTRUCT PAINTED STRIPE 4" DOUBLE YELLOW LANES BOUND EAST CONSTRUCT CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE WEST BOUND LANES CONSTRUCT 100' STORAGE WORD EXISTING REMOVE STRIPE PAINTED YELLOW 4" DOUBLE CL McKINNEY STREET CL McKINNEY STREET CONSTRUCTION BARRIER FOR ARROW REMOVE EXISTING TRAFFIC CONTROL FOR PH. 2 LOOP 288 SEE SHEET 21 CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE DEVICE CHANNELIZING DEVICE CHANNELIZING 1 2' TRAFFIC CONTROL TO BE BUILT IN PHASES FOR THIS PORTION OF PAVEMENT CLOSED SIDEWALK 24x12 R9-9 NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x48 CW20-1 AHEAD WORK ROAD 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 48x42 R20-3T STATE LAW SIGNS WARNING OBEY NEXT X MILES ROAD WORK BEGIN 36X24 G20-5T RIGHT MERGE TRAFFIC THRU 36x36 W4-7 RIGHT MERGE TRAFFIC THRU 36x36 W4-7 STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP09.dgn1:804:38:13 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA PARKING AREA CONCRETE E PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRY DBL. 12" TREE 24" TREE TRI 6" TREE DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM 15" HACKBERRY10" CEDAR DBL. 10" TREEDBL. 12" HACKBERRYDBL. 6" ELM 10" TREE S S 586.24 X CUT SET 32ONLYE McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 27 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 LOT 38 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ LOT 1R 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 3 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L D D 110+00 106+00 105+00 107+00 109+00 108+00104+00 103+00 102+00 PT 102+63.42 PC 104+55.99 PT 107+79.73PARKING AREA PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S S LOT 4 STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L LOT 3 3923 E McKINNEY STREET 3919 McKINNEY, LLC LOT 152 STREET McKINNEY 4001 E DENTON CITY OF LOT 153 E McKINNEY STREET CITY OF DENTON LOT 154 4301 E McKINNEY STREET CITY OF DENTON LOT 159 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 161 LOT 5R1 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP STREET McKINNEY 4515 E STOUT & GLADYS F KENNETH L D D 112+00111+00 115+00114+00 116+00 118+00117+00 119+00113+00 2 24+00223+0 0222+00221+00 PC 111+52.17 PC 116+81.83 PT 112+56.8918MATCHLINE STA 110+50MATCHLINE STA 101+50MATCHLINE STA 110+50McKINNEY STREET McKINNEY STREETN MAYHI LL ROADS MAYHI LL ROADLOT 4 E McKINNEY STREET 3918-3920 MICHAEL L ORINGDERFF LESLIE A &MATCHLINE STA 119+0020'200' ASPHALT TRANSITION PAINTED STRIPE 4" DOUBLE YELLOW WEST BOUND LANES CONSTRUCT PAVEMENT TEMPORARY CONSTRUCT CL McKINNEY STREET CONSTRUCTION BARRIER FOR TRAFFIC CONTROL FOR PH. 2 MAYHILL RD SEE SHEET 22 CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS STRIPING MATCH EXISTING CONSTRUCTED BY OTHERS STATION 119+50 TO BE STREET STATION 106+00 TO INTERSECTION AND McKINNEY MAYHILL ROAD/McKINNEY STREET TRANSITION 200' ASPHALT STRIPING MATCH EXISTING REFERENCE ONLY REFERENCE ONLY 48x48 CW1-4L 48x48 CW1-4R CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP10.dgn1:804:38:16 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PBX PBX PBX 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDAR 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S S LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 LOT 151 (PT) LOT 168LOT 161 BAYLOR UNIVERSITY 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & D 128+00 124+00123+00 125+00 127+00126+00122+00 119+00 121+00120+00 PT 125+28.65D D CONCRETE PBX E E 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 136+00 135+00 137+00 138+00 134+00 130+00 129+00 131+00 133+00132+00 128+00 PC 129+61.61LOT 169 LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 5043 E McKINNEY STREET CHELA DARLINE McDONALD BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM 19MATCHLINE STA 128+00MATCHLINE STA 128+00MATCHLINE STA 138+00McKINNEY STREET McKINNEY STREETRYAN WAYCARPENTER ROADCARPENTERMATCHLINE STA 119+00CL McKINNEY STREET PAINTED STRIPE 4" DOUBLE YELLOW 20'20'EAST BOUND LANES CONSTRUCT EAST BOUND LANES CONSTRUCT CONSTRUCTION BARRIER FOR CONSTRUCTION BARRIER FOR CL McKINNEY STREET320'320'(TYP.)320'640'(TYP.) CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE PAINTED STRIPE 4" DOUBLE YELLOW 23 TRAFFIC CONTROL FOR PH. 2 CARPENTER RD SEE SHEET 23 TRAFFIC CONTROL AND CARPENTER RD FOR PH. 2 RYAN WY SEE SHEET END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 TRANSITION 200' ASPHALT NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP11.dgn1:804:38:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES S LOT 1R4 LOT 1 LOT 147BLOT 1, BLOCK A LOT 1, BLOCK B 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP 139+00138+00 140+00 148+00147+00146+00142+00141+00 143+00 145+00144+00 PT 140+30.62CONCRETE E S S S S 148+00 149+00 151+00150+00 158+00 157+00 153+00 152+00 154+00 156+00 155+00 PC 152+46.66 PT 156+32.66LOT 147B LOT 1 LOT 1 LOT 147A E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP K OR NU P AUL & WE N T S AI L OT 1 08 6+00 7+00 8+00 9+005+006+007+004+00 2+00 3+00 2+00 3+00 20MATCHLINE STA 148+00McKINNEY STREET MATCHLINE STA 138+00MATCHLINE STA 148+00McKINNEY STREET CL McKINNEY STREET CL McKINNEY STREET PAINTED STRIPE 4" DOUBLE YELLOW WEST BOUND LANES CONSTRUCT WEST BOUND LANES CONSTRUCT CONSTRUCTION BARRIER FOR CONSTRUCTION BARRIER FOR20'20'100' TAPERROADS FORK100' TAPER PAINTED STRIPE 4" SINGLE WHITE PAINTED STRIPE 4" DOUBLE YELLOW STRIPING MATCH EXISTING CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE 320'320'(TYP.)320'640'(TYP.)320'(TYP.) 320' 640' (TYP.) NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK ENDWORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT CLOSED SIDEWALK 24x12 R9-9 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROAD 48x48 CW20-1 AHEAD WORK ROAD 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x48 CW1-4L CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP12.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP12.dgn1:804:38:21 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN ISV PA RKING AR EA PARKING AREA E PARKIN G AREAS S S S ONLYONLYONLYONLYONLYONLYONLY ONLY 101 S LOO P 288D NB I NVESTM EN TS LTDLOOP 288 7-ELEVEN INC LOOP 2887-ELEV EN I NC3612 E McKINNEY STREET McKINNEY BUILDING, LP 3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 41LOT 24A LOT 1 LOT 24A LOT 1 LOT 1 LOT 13621 E McKINNEY STREET DENNIS J KOOP 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 10 1 S LOOP 288I NVESTM EN T COM PAN YSEJ ASSET M ANA GEMENT & 88+00 89+00 91+0090+0086+0085+00 92+0093+0087+00 10071+0010072+0010073+0010074+0010075+0010076+00 PC 86+94.15 PT 90+20.18McKINNEY STREET N LOOP 288S LOOP 28821 CL McKINNEY STREET 3612 E McKINNEY STREET McKINNEY BUILDING, LP LOT 2R 101 N LOOP 288 DENNIS J KOOP LOT 1 101 S LOO P 288D NB I NVESTM EN TS LTDLOT 41320'320'(TYP.)320'640'(TYP.)320'320'(TYP.)320'640'(TYP.)17 TRAFFIC CONTROL FOR PH. 2 McKINNEY ST THROUGHSEE SHEETS 20 TRAFFIC CONTROL LOOP 288 PHASE TWO NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP13.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP13.dgn1:804:38:24 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA CONCRETE CONCRETE CONCRETE E E PARKING AREA PARKING AREA PARKING AREA PARKING AREA S S S D D S D S LOT 1R 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 3 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN LOT 4 STREET 3918-3920 E McKINNEY ORINGDERFF LESLIE A & MICHAEL L LOT 3 3923 E McKINNEY STREET 3919 McKINNEY, LLC LOT 152 STREET McKINNEY 4001 E DENTON CITY OF LOT 153 E McKINNEY STREET CITY OF DENTON LOT 154 4301 E McKINNEY STREET CITY OF DENTON LOT 5R1 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP D D 112+00111+00 115+00114+00110+00109+00 116+00 117+00113+00224+00223+0 0222+00221+00 PC 111+52.17 PC 116+81.83 PT 112+56.8922 McKINNEY STREETN MAYHI LL ROADS MAYHI LL ROADCLOSED SIDEWALK 30x18 R9-9 320' (TYP. )320'320' (TYP. )320'640' (TYP. )640' (TYP. ) 17 TRAFFIC CONTROL FOR PH. 2 McKINNEY ST THROUGHSEE SHEETS 20 CONSTRUCTED BY OTHERS STATION 119+50 TO BE STREET STATION 106+00 TO INTERSECTION AND McKINNEY MAYHILL ROAD/McKINNEY STREET REFERENCE ONLY TRAFFIC CONTROL MAYHILL PHASE TWO NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT CLOSED SIDEWALK 24x12 R9-9 CLOSED SIDEWALK 24x12 R9-9 48x24 G20-2 ROAD WORK END CLOSED SIDEWALK 24x12 R9-9 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 320'320' CITY OF DENTON - McKINNEY STREET PHASE TWO1:80 McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP14.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TCP14.dgn1:804:38:27 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 20 40 60 80 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL NOTES: PERMANENT TRANSITION PAVEMENT. THE SOUTH SIDE/EAST-BOUND LANES AND WEST-BOUND LANES ON THE NORTH SIDE AND BUILD PHASE 2: CONTRACTOR TO SHIFT TRAFFIC TO NEW TRANSITION PAVEMENT. NORTH SIDE/WEST-BOUND LANES AND TEMPORARY SOUTH SIDE OF EXISTING PAVEMENT AND BUILD PHASE 1: CONTRACTOR TO SHIFT TRAFFIC TO SUGGESTED SEQUENCE OF CONSTRUCTION: BARRIER FOR CONSTRUCTION PHASE 2 TRAFFIC CONSTRUCTION PHASE 2 TEMP. PAVEMENT PAVEMENT CONSTRUCTION PHASE 2 LEGEND: TRAFFIC FLOW PHASE 2 SIGN 2019 SEP OF CONSTRUCTION - PHASE TWO TRAFFIC CONTROL SEQUENCE INSPECTOR. AND AS APPROVED BY CITY OF DENTON BARRIERS BETWEEN PHASES, PER TEXAS MUTCD, 3. CONTRACTOR TO PROVIDE ADEQUATE TRAFFIC ALL TIMES. 2. CONTRACTOR TO MAINTAIN LOCAL ACCESS AT CONSTRUCTION ZONE SIGNING. 1. CONTRACTOR TO FOLLOW TEXAS MUTCD FOR CHANNELIZING DEVICE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D D CONCRETE PBX PBX E 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDAR 8" HACKBERRY DBL. 15"/24" PECAN 24" PECAN S 130+00 129+00 131+00 133+00132+00 128+00 125+00 127+00 126+00 PT 125+28.65 PC 129+61.6120' PUBLIC UTILITY EASEMENT DOC # 99-R0077309 LOT 167 LOT 151 (PT) LOT 168 LOT 169 LOT 151 (PT) LOT 1R4 LOT 150 4683 E McKINNEY STREETSAYR RESOURCES INC BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREETBARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 23 McKINNEY STREET RYAN WAYCARPENTER ROAD20'LOT 1R4 5101 E McKINNEY STREET DENTON ISD LOT 168 McKINNEY STREET5001 E COBB McDONALDBARBARA LOT 167 4683 E McKINNEY STREETSAYR RESOURCES INC CONSTRUCTION BARRIER FOR WEST BOUND LANES CONSTRUCT CL McKINNEY STREET PAINTED STRIPE 4" DOUBLE YELLOW CURB BARRELS TO PROTECT CURB TO ALLOW FOR OF TRAVEL LANE AND 3' GAP BETWEEN EDGE (TYP. )320'640'(TYP.)3 2 0' 3 2 0' (TYP. ) 3 2 0'6 4 0' (TYP. ) 17 TRAFFIC CONTROL FOR PH. 2 McKINNEY ST THROUGHSEE SHEETS 20 TWO TRAFFIC CONTROL AND RYAN WAY PHASE CARPENTER ROAD CLOSED SIDEWALK 24x12 R9-9 NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 48x48 CW20-1 AHEAD WORK ROAD 48x42 R20-3T STATE LAW SIGNS WARNING OBEY WORK ZONE END 48x24 G20-2bT 48x24 G20-2 ROAD WORK END 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x24 G20-2 ROAD WORK END WORK ZONE END 48x24 G20-2bT 36x36 R20-5aTP 36x36 R20-5T DOUBLE FINES TRAFFIC ZONE WORK BEGIN PRESENT ARE WORKERS WHEN 36x24 G20-5aP 48x42 R20-3T STATE LAW SIGNS WARNING OBEY 48x48 CW20-1 AHEAD WORK ROAD NEXT X MILES ROAD WORK BEGIN STATE CITY ADDRESS NAME CONTRACTOR 48x30 G20-6T 36X24 G20-5T 320' SHEET 1 OF 12 7-13 BC(1)-14 8-14 bc-14.dgn 3.0" Radius, 1.25" Border, 0.75" Indent, Black on Yellow; 3.0" Radius, 1.25" Border, 0.75" Indent, Black on Orange; .75"1.5"2"2"BACKGROUND ORANGE AND SYMBOL BORDER LEGEND, BLACK R=1.1".94.94.94.94.41.42.31"1" .67".67" 1".31" 9" R=.44" R=.79" R=.13".31".31"14".31"1.14"1.14"R=.75"2.57"2.88"1.17"5.55"17.5"6.38" 1.68"1.68"1.68" 8.38" 4.9"19.7"6"24.5"4.9"3.25"6"D12"48"4"1.25"3.5"20"36"3.5"5"C20"20"20" 3.5"12"2.8"6.3"2.8"11.7"2.8"14.6"3.5" 60" 1.25" SIGN DETAIL (G20-10T)5"LEGEND BORDER AND BLACK BACKGROUND YELLOW COLORS:.41[STAY ALERT] Font: D [TALK OR TEXT LATER] Font: C specified length; WHITE BLACK WHITER=.26" R=1.5" DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOTof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONTNovember 2002 FILE:DATE:$FILE$$DATE$$TIME$ 95 AND REQUIREMENTS GENERAL NOTES BARRICADE AND CONSTRUCTION 4-03 9-07 5-10 Standard Division Operations Traffic http://www.txdot.gov THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD) TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD) TRAFFIC ENGINEERING STANDARD SHEETS MATERIAL PRODUCER LIST (MPL) ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)" DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS) Phone (512) 416-3118 Traffic Operations Division - TE Texas Department of Transportation below or by contacting: and their sources and may be found on-line at the web address given Traffic Control Devices List" (CWZTCD) describes pre-qualified products Only pre-qualified products shall be used. The "Compliant Work Zone BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES: or as approved by the Engineer. right-of-way line as possible, or located behind a barrier or guardrail, must be parked away from travel lanes. They should be as close to the 13. Inactive equipment and work vehicles, including workers' private vehicles devices. 12. The Engineer has the final decision on the location of all traffic control exists. be in place only while work is actually in progress or a definite need 11. Except for devices required by Note 10, traffic control devices should shall be erected at or near the CSJ limits. strips. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs solely of mobile operation work, such as striping or milling edgeline rumble the TRAFFIC FINES DOUBLE sign will not be required on projects consisting sign with plaque shall be erected in advance of the CSJ limits. However, TEXT LATER (see Sign Detail G20-10T) and the WORK ZONE TRAFFIC FINES DOUBLE 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TALK OR appropriate traffic control devices to be used. BC sheets are examples. As necessary, the Engineer will determine the most 9. The temporary traffic control devices shown in the illustrations of the provide a detail to the Contractor before the sign is manufactured. not shown in this manual shall be shown in the plans or the Engineer shall "Standard Highway Sign Designs for Texas," latest edition. Sign details 8. All signs shall be constructed in accordance with the details found in the justify the signing. divided highways where median width will permit and traffic volumes 7. The Engineer may require duplicate warning signs on the median side of revised to show appropriate work zone distance. directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be necessary warning signs as shown on these sheets, the TCP sheets or as adjacent project is completed first, the Contractor shall erect the redundant and the work areas appear continuous to the motorists. If the FINES DOUBLE, and other advance warning signs if the signing would be 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC Design Manual" or engineering judgment. "A Policy on Geometric Design of Highways and Streets," the TxDOT "Roadway Association of State Highway and Transportation Officials (AASHTO), applicable design criteria contained in manuals such as the American 5. Geometric design of lane shifts and detours should, when possible, meet the the approximate location of any device without the approval of the Engineer. control devices as shown in the plans. The Contractor may not move or change 4. The Contractor is responsible for installing and maintaining the traffic sign and seal Contractor proposed changes. by a licensed professional engineer for approval. The Engineer may develop, 3. The Contractor may propose changes to the TCP that are signed and sealed responsibility of the Engineer. 2. The development and design of the Traffic Control Plan (TCP)is the shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). The information contained in these sheets meet or exceed the requirements devices, construction pavement markings, and typical work zone signs. to show typical examples for placement of temporary traffic control 1. The Barricade and Construction Standard Sheets (BC sheets) are intended WORKER SAFETY APPAREL NOTES: considered for high traffic volume work areas or night time work. performance for Class 2 or 3 risk exposure. Class 3 garments should be Apparel," or equivalent revisions, and labeled as ANSI 107-2004 standard the requirements of ISEA "American National Standard for High-Visibility within the right-of-way shall wear high-visibility safety apparel meeting 1. Workers on foot who are exposed to traffic or to construction equipment 24 SHEET 2 OF 12 7-13 (G20-1bTR)" signs shall be replaced by the detour signing called for in the plans. The "ROAD WORK NEXT X MILES" left arrow(G20-1bTL) and "ROAD WORK NEXT X MILES" right arrow NAME"(G20-6T) sign behind the Type 3 Barricades for the road closure (see BC(10) also). 2. If construction closes the road at a T-intersection the Contractor shall place the "CONTRACTOR being performed at or near an intersection. such as a flagger and accompanying signs, or other signs, that should be used when work is 1. The Engineer will determine the types and location of any additional traffic control devices, PROJECT LIMIT BARRICADE AND CONSTRUCTION the plans or as determined by the Engineer/Inspector, shall be in place. 6. When work occurs in the intersection area, appropriate traffic control devices, as shown elsewhere in 5. Additional traffic control devices may be shown elsewhere in the plans for higher volume crossroads. will determine whether a roadway is considered high volume. motorists of the length of construction in either direction from the intersection. The Engineer 4. The "ROAD WORK NEXT X MILES"(G20-1aT)sign shall be required at high volume crossroads to advise Zone Standard Sheets. location and spacing of any sign not shown on the BC sheets, Traffic Control Plan sheets or the Work be considered part of the minimum requirements. The Engineer/Inspector will determine the proper AHEAD, LOOSE GRAVEL, or other appropriate signs. When additional signs are required, these signs will 3. Based on existing field conditions, the Engineer/Inspector may require additional signs such as FLAGGER in the plans. crossroads. The Engineer will determine whether a road is low volume. This information shall be shown Texas" manual for sign details. The Engineer may omit the advance warning signs on low volume "Typical Construction Warning Sign Size and Spacing"). See the "Standard Highway Sign Designs for with the reduced size 36" x 18" "END ROAD WORK"(G20-2) sign on low volume crossroads (see Note 4 under 2. The Engineer may use the reduced size 36" x 36" ROAD WORK AHEAD (CW20-1D) sign mounted back to back (G20-2) "END ROAD WORK" sign, unless noted otherwise in plans. 1. The typical minimum signing on a crossroad approach should be a "ROAD WORK AHEAD" (CW20-1D)sign and a location with sign coordinate line should NO-PASSING Beginning of BC(2)-14 8-14 *G20-10T appropriate) (as R4-1 sizes. Sign Designs for Texas" manual for complete list of available sign design 6. See sign size listing in "TMUTCD", Sign Appendix or the "Standard Highway 5. Only diamond shaped warning sign sizes are indicated. Location of Crossroad Signs". crossroads at the discretion of the Engineer. See Note 2 under "Typical 4. 36" x 36" "ROAD WORK AHEAD" (CW20-1D)signs may be used on low volume or more advance warning. 3. Distance between signs should be increased as required to have 1/2 mile advance warning. 2. Distance between signs should be increased as required to have 1500 feet 1. Special or larger size signs may be used as necessary. work area and/or distance between each additional sign. Minimum distance from work area to first Advance Warning sign nearest the (TMUTCD) typical application diagrams or TCP Standard Sheets. see Part 6 of the "Texas Manual on Uniform Traffic Control Devices" For typical sign spacings on divided highways, expressways and freeways, G20-10T (See note 2 below) May be mounted on back of "ROAD WORK AHEAD"(CW20-1D) sign with approval of Engineer. DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT bc-14.dgn November 2002 FILE:DATE:$FILE$$DATE$$TIME$96 R11-2 ROAD CLOSED XX ROAD WORK AHEAD END ROAD WORK END ROAD WORK CW20-1D CW1-6 ROAD WORK AHEAD CW20-1D NAME ADDRESS CITY STATE CONTRACTOR ROAD WORK NEXT X MILES BEGIN ROAD WORK AHEAD ROAD WORK AHEAD PROJECT1 Block - City 1 Block - City ROAD WORK NEXT X MILESROAD WORK END ROAD WORK NEXT X MILES PROJECTCROSSROAD * X X X X ROAD WORK AHEAD END ROAD WORK END ROAD WORK CW20-1D NAME ADDRESS CITY STATE CONTRACTOR WORK ZONE TRAFFIC FINES DOUBLE WHEN WORKERS ARE PRESENT * * ROAD WORK BEGIN T-INTERSECTION ROAD WORK AHEAD CW20-1D CW20-1D CW20-1D 3X 3X XX ROAD WORK NEXT X MILES ROAD WORK NEXT X MILES NEXT X MILES INTERSECTED ROADWAY 1000'-1500' - Hwy 1000'-1500' - Hwy CSJ Limit CSJ Limit XXXXX XXXXX * 1,5,6 X X TYPICAL LOCATION OF CROSSROAD SIGNS X X WORK ZONE TRAFFIC FINES DOUBLE WHEN WORKERS ARE PRESENT WORK ZONE TRAFFIC FINES DOUBLE WHEN WORKERS ARE PRESENT R20-5T G20-5T G20-5T CW1-4R WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS ** ** ** ** ** ** ** ** ** SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS CW1-4L ** CW20-1E WORK ROAD G20-5T / MILE1 2 NEXT X MILES * * TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING 30 MPH 35 40 45 50 55 60 320 400 500 600 Posted Speed Sign Spacing (Apprx.) 2 65 700 70 800 3** 2 2 2 "X" Feet 120 160 240 75 900 2 80 1000 2 SPACINGSIZE 4 9-07 Devices Channelizing Devices Channelizing min. 80' AREA WORK Limit CSJ 1 and 4) see Note (Optional 1 and 4) see Note (Optional G20-2 G20-1aT G20-1aT NEXT X MILES G20-2 CW13-1P SPACE WORK CW13-1PMPH MPH G20-2 SPACE WORK Channelizing Devices LEGEND Sign Type 3 Barricade spacing requirements. TMUTCD for sign Spacing chart or the Warning Sign Size and See Typical Construction G20-1bTR G20-1bTL R20-5T R20-5aTP G20-6T G20-2 R20-5aTP R20-5T G20-5aP G20-5aP G20-2 G20-6T channelizing devices Type 3 Barricade or devices channelizing Barricade or Type 3 G20-6T GENERAL NOTES or Series Number Sign Freeway Expressway/ Road Conventional CW20 CW21 CW22 48" x 48" 48" x 48" CW23 CW25 CW1, CW2, CW7, CW8, 36" x 36" 48" x 48" CW9, CW11, CW14 CW3, CW4, CW5, CW6, 48" x 48" 48" x 48" CW8-3, CW10, CW12 CSJ LIMITS AT T-INTERSECTION R20-3T ** TxDOT G20-5aP R20-5aTP Standard Division Operations Traffic X channelizing devices. within the project limits. See the applicable TCP sheets for exact location and spacing of signs and "ROAD WORK AHEAD"(CW20-1D)signs are placed in advance of these work areas to remind drivers they are still When extended distances occur between minimal work spaces, the Engineer/Inspector should ensure additional WARNING SIGNS STATE LAW OBEY **R20-3T* WARNING SIGNS STATE LAW OBEY WORK ZONE TRAFFIC FINES DOUBLE WHEN WORKERS ARE PRESENT BEGIN**G20-9TP **R20-5T **R20-5aTP SPEED LIMIT XX X * SPEED LIMIT XX* R2-1 R2-1 R2-1 SPEED LIMIT XX * X XX CW1-4L MPHCW13-1P NAME ADDRESS CITY STATE CONTRACTOR ROAD WORK NEXT X MILES BEGIN * ** * NOTES * the end of the work zone. Contractor will install a regulatory speed limit sign at Control Plan. and other signs or devices as called for on the Traffic Area for placement of "ROAD WORK AHEAD" (CW20-1D)sign consisting solely of mobile operations work. FINES DOUBLE signs will not be required on projects Required CSJ Limit signing. See Note 10 on BC(1). TRAFFIC if workers are present. lying outside the CSJ Limits where traffic fines may double motorist of entering or leaving a part of the work zone signs are required outside the CSJ Limits. They inform the shall be used as shown on the sample layout when advance The "BEGIN WORK ZONE"(G20-9TP) and "END WORK ZONE" (G20-2bT) No decimals shall be used. to the nearest whole mile with the approval of the Engineer. This distance shall replace the "X" and shall be rounded WORK NEXT X MILES"(G20-5T)sign for each specific project. to be placed on the G20-1 series signs and "BEGIN ROAD The Contractor shall determine the appropriate distance DO NOT PASS SPEED LIMIT R2-1 XX ** X X X ** * G20-2bT END WORK ZONE ** 25 SHEET 3 OF 12 7-13 WORK ZONE SPEED LIMIT BARRICADE AND CONSTRUCTION BC(3)-14 8-14 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOTof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT bc-14.dgn November 2002 FILE:DATE:$FILE$$DATE$$TIME$97 TxDOT 9-07 Standard Division Operations Traffic SPEED LIMIT 60 SPEED LIMIT 70 TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS WORK ZONE SPEED LIMIT 60 WORK ZONE WORK ZONE SPEED LIMIT 70 (750' - 1500')(750' - 1500') R2-1 R2-1 R2-1 R2-1 Reduced speeds should only be posted in the vicinity of work activity and not throughout the entire project. LIMIT SPEED CW3-5 See General Note 4 60 and approved by the Texas Transportation Commission, or by City Ordinance when within Incorporated City Limits. Work zone speed limits shall be regulatory, established in accordance with the "Procedures for Establishing Speed Zones," or covered during periods when they are not needed. Regulatory work zone speed signs (R2-1) shall be removed signing. additional advance See BC(2) for one direction only. Signing shown for LIMITS CSJ Note 4 See General LIMIT SPEED CW3-5 60 G20-5aP G20-5aP SPEED LIMIT 60 GENERAL NOTES GUIDANCE FOR USE: mounting height. 3. Speed zone signs are illustrated for one direction of travel and are normally posted for each direction of travel. 40 mph and greater 0.2 to 2 miles 35 mph and less 0.2 to 1 mile 5. Regulatory speed limit signs shall have black legend and border on a white reflective B. Flagger stationed next to sign. A. Law enforcement. C. Portable changeable message sign (PCMS). This type of work zone speed limit should be included on the design of the traffic control plans when restricted geometrics with a lower design speed are present in the work zone and modification of the geometrics to a higher design speed is not feasible. Work activity may also be defined as a change in the roadway that requires a reduced speed for motorists to safely negotiate the work area, including: a) rough road or damaged pavement surface b) substantial alteration of roadway geometrics (diversions) c) construction detours d) grade e) width As long as any of these conditions exist, the work zone speed limit signs SHORT TERM WORK ZONE SPEED LIMITS the traffic control plans when workers or equipment are not behind concrete f) other conditions readily apparent to the driver projects where speed control is of major importance. E. Speed monitor trailers or signs. D. Low-power (drone) radar transmitter. (See Removing or Covering on BC(4)). Long/Intermediate Term Work Zone Speed Limit signs, when approved as described above, should be posted and visible to the motorist when work activity is present. motorists only when work activity is present. When work activity is not present, signs shall be removed or covered. Short Term Work Zone Speed Limit signs should be posted and visible to the background (See "Reflective Sheeting" on BC(4)). 4. Frequency of work zone speed limit signs should be: 8. Techniques that may help reduce traffic speeds include but are not limited to: 2. Regulatory work zone speed limit signs shall be placed on supports at a 7 foot minimum should remain in place. 1. Regulatory work zone speed limits should be used only for sections of construction LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS zone reduction see TxDOT form #1204 in the TxDOT e-form system. conditions and factors impacting allowable regulatory construction speed 10.For more specific guidance concerning the type of work, work zone Work Zone Speed Limits should only be posted as approved for each project. 9. Speeds shown on details above are for illustration only. This type of work zone speed limit may be included on the design of barrier, when work activity is within 10 feet of the traveled way or actually in the travelled way. otherwise noted under "REMOVING OR COVERING" on BC(4). 7. Turning signs from view, laying signs over or down will not be allowed, unless as directly, but shall be considered subsidiary to Item 502. "WORK ZONE"(G20-5aP) plaque and the "SPEED LIMIT"(R2-1)signs shall not be paid for 6. Fabrication, erection and maintenance of the"ADVANCE SPEED LIMIT"(CW3-5)sign, Note 4 See General R2-1 WORK ZONE SPEED LIMIT 60 R2-1 signing. additional advance See BC(2) for one direction only. Signing shown for G20-5aPG20-5aP SPEED LIMIT 70 R2-1 LIMITS CSJ 26 SHEET 4 OF 12 7-13 TEMPORARY SIGN NOTES BARRICADE AND CONSTRUCTION BC(4)-14 8-14 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOTof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT bc-14.dgn November 2002 FILE:DATE:$FILE$$DATE$$TIME$98 9-07 Standard Division Operations TrafficCurbXXTravel lane edge 12' min. FRONT ELEVATION SIDE ELEVATIONTravel lane edge OR TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS * * CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS WITHIN THE PROJECT LIMITS 0'-6' 1. Permanent signs are used to give notice of traffic laws or regulations, call attention to conditions that are potentially hazardous to traffic operations, show route designations, destinations, directions, distances, services, points of interest, and other geographical, recreational, or cultural information. Drivers proceeding through a work zone need the same, if not better route guidance as normally installed on a roadway without construction. 2. When permanent regulatory or warning signs conflict with work zone conditions, 3. When existing permanent signs are moved and relocated due to construction purposes, they shall be visible to motorists at all times. 4. If existing signs are to be relocated on their original supports, they shall be installed on crashworthy bases as shown on the SMD Standard sheets. The signs shall meet the required mounting heights shown on the BC Sheets or the SMD Standards. This work should be paid for under the appropriate pay item for relocating existing signs. 5. If permanent signs are to be removed and relocated using temporary supports, the Contractor shall use crashworthy supports as shown on the BC sheets or the CWZTCD. The signs shall meet the required mounting heights shown on the BC Sheets or the SMD Standards during construction. This work should be paid for under the appropriate pay item for relocating existing signs. 6. Any sign or traffic control device that is struck or damaged by the Contractor or his/her construction equipment shall be replaced as soon as possible by the Contractor to ensure proper guidance for the motorists. This will be subsidiary to Item 502. remove or cover the permanent signs until the permanent sign message matches the roadway condition. ** ** ATTACHMENT FOR SIGN SUPPORTS Wood STOP/SLOW PADDLES 10"10" 24" 24" 24" 24" 8"C 8"B †" 9"8Š" R=2"3" „"+ 6.0' min. Fiber Reinforced Plastic Wood, metal or the ground. SIZE OF SIGNS SIGN SUBSTRATES SIGN LETTERS Hand Signaling Devices in the TMUTCD. shall only be as specifically described in Section 6E.03 4. Any lights incorporated into the STOP or SLOW paddle faces length of 6' to the bottom of the sign. 3. STOP/SLOW paddles may be attached to a staff with a minimum retroreflectorized. 2. When used at night, the STOP/SLOW paddle shall be as detailed below. by flaggers. The STOP/SLOW paddle size should be 24" x 24" 1. STOP/SLOW paddles are the primary method to control traffic curb from minimum 2 ' min. 6' 9.0' max. 7.0' min. 9.0' max. 7.0' min. 9.0' max. 7.0' min. shoulder Paved shoulder Paved above sign protrude shall not Support above sign protrude shall not Support substrate. back of the sign 1/2 way up the extend more than Sign supports shall Legend & Border - White Background - Red Legend & Border - Black Background - Orange Supplemental plaques (advisory or distance) should not cover the surface of the parent sign. When plaques are placed on dual-leg supports, they should be attached to the upright nearest the travel lane. Objects shall NOT be placed under skids as a means of leveling. When placing skid supports on unlevel ground, the leg post lengths must be adjusted so the sign appears straight and plumb. MPH be allowed. other means. by splicing or extended or repaired supports shall not be any means. Wood joined or spliced by signs shall not be support. Multiple directly to the sign shall be attached Each sign Nails shall NOT sign supports substrates to other types of procedures for attaching sign manufacturer's recommended or screws. Use TxDOT's or will be by bolts and nuts Attachment to wooden supports FLAGS ON SIGNS greater 6' or of at least the same gauge material. should be at least 5 times nominal post size, centered on the splice and the sign substrate, not near the base of the support. Splice insert lengths above and two below the spice point. Splice must be located entirely behind height will only be allowed when the splice is made using four bolts, two Splicing embedded perforated square metal tubing in order to extend post GENERAL NOTES FOR WORK ZONE SIGNS 1. Contractor shall install and maintain signs in a straight and plumb condition and/or as directed by the Engineer. 2. Wooden sign posts shall be painted white. 3. Barricades shall NOT be used as sign supports. 4. All signs shall be installed in accordance with the plans or as directed by the Engineer. Signs shall be used to regulate, warn, and guide the traveling public safely through the work zone. 5. The Contractor may furnish either the sign design shown in the plans or in the "Standard Highway Sign Designs for Texas" (SHSD). The Engineer/Inspector may require the Contractor to furnish other work zone signs that are shown in the TMUTCD but may have been omitted from the plans. Any variation in the plans shall be documented by written agreement between the Engineer and the Contractor's Responsible Person. All changes must be documented in writing before being implemented. This can include documenting the changes in the Inspector's TxDOT diary and having both the Inspector and Contractor initial and date the agreed upon changes. 6. The Contractor shall furnish sign supports listed in the "Compliant Work Zone Traffic Control Device List" (CWZTCD). The Contractor shall install the sign support in accordance with the manufacturer's recommendations. If there is a question regarding installation procedures, the Contractor shall furnish the Engineer a copy of the manufacturer's installation recommendations so the Engineer can verify the correct procedures are being followed. 7. The Contractor is responsible for installing signs on approved supports and replacing signs with damaged or cracked substrates and/or damaged or marred reflective sheeting as directed by the Engineer/Inspector. 8. Identification markings may be shown only on the back of the sign substrate. The maximum height of letters and/or company logos used for identification shall be 1 inch. DURATION OF WORK (as defined by the "Texas Manual on Uniform Traffic Control Devices" Part 6) 1. The types of sign supports, sign mounting height,the size of signs, and the type of sign substrates can vary based on the type of work being performed. The Engineer is responsible for selecting the appropriate size sign for the type of work being performed. The Contractor is responsible for ensuring the sign support, sign mounting height and substrate meets manufacturer's recommendations in regard to crashworthiness and duration of work requirements. a. Long-term stationary - work that occupies a location more than 3 days. more than one hour. c. Short-term stationary - daytime work that occupies a location for more than 1 hour in a single daylight period. d. Short, duration - work that occupies a location up to 1 hour. e. Mobile - work that moves continuously or intermittently (stopping for up to approximately 15 minutes.) SIGN MOUNTING HEIGHT 1. The bottom of Long-term/Intermediate-term signs shall be at least 7 feet, but not more than 9 feet, above the paved surface, except as shown for supplemental plaques mounted below other signs. 2. The bottom of Short-term/Short Duration signs shall be a minimum of 1 foot above the pavement surface but no more than 2 feet above 3. Long-term/Intermediate-term Signs may be used in lieu of Short-term/Short Duration signing. appropriate Long-term/Intermediate sign height. 5. Regulatory signs shall be mounted at least 7 feet, but not more than 9 feet, above the paved surface regardless of work duration. REFLECTIVE SHEETING 1. All signs shall be retroreflective and constructed of sheeting meeting the color and retro-reflectivity requirements of DMS-8300 for rigid signs or DMS-8310 for roll-up signs. The web address for DMS specifications is shown on BC(1). 1. All sign letters and numbers shall be clear, and open rounded type uppercase alphabet letters as approved by the Federal Highway Administration (FHWA) and as published in the "Standard Highway Sign Design for Texas" manual. Signs, letters and numbers shall be of first class workmanship in accordance with Department Standards and Specifications. REMOVING OR COVERING 1. When sign messages may be confusing or do not apply, the signs shall be removed or completely covered. 2. Long-term stationary or intermediate stationary signs installed on square metal tubing may be turned away from traffic 90 degrees when 3. Signs installed on wooden skids shall not be turned at 90 degree angles to the roadway. These signs should be removed or completely covered when not required. 4. When signs are covered, the material used shall be opaque, such as heavy mil black plastic, or other materials which will cover the 9. The Contractor shall replace damaged wood posts. New or damaged wood sign posts shall not be spliced. 1. The Contractor shall furnish the sign sizes shown on BC (2) unless otherwise shown in the plans or as directed by the Engineer. intersections where the sign may be seen from approaching traffic. the sign message is not applicable. This technique may not be used for signs installed in the median of divided highways or near any 1. The Contractor shall ensure the sign substrate is installed in accordance with the manufacturer's recommendations for the type of sign support that is being used. The CWZTCD lists each substrate that can be used on the different types and models of sign supports. 2. "Mesh" type materials are NOT an approved sign substrate, regardless of the tightness of the weave. 3. All wooden individual sign panels fabricated from 2 or more pieces shall have one or more plywood cleat, 1/2" thick by 6" wide, fastened to the back of the sign and extending fully across the sign. The cleat shall be attached to the back of the sign using wood screws that do not penetrate the face of the sign panel. The screws shall be placed on both sides of the splice and spaced at 6" centers. The Engineer may approve other methods of splicing the sign face. b. Intermediate-term stationary - work that occupies a location more than one daylight period up to 3 days, or nighttime work lasting 2. White sheeting, meeting the requirements of DMS-8300 Type A, shall be used for signs with a white background. FL3. Orange sheeting, meeting the requirements of DMS-8300 Type B or Type C , shall be used for rigid signs with orange backgrounds.FL 4. Short-term/Short Duration signs shall be used only during daylight and shall be removed at the end of the workday or raised to 5. Burlap shall NOT be used to cover signs. SIGN SUPPORT WEIGHTS 6. Duct tape or other adhesive material shall NOT be affixed to a sign face. 1. Where sign supports require the use of weights to keep from turning over, the use of sandbags with dry, cohesionless sand should be used. 2. The sandbags will be tied shut to keep the sand from spilling and to maintain a constant weight. 3. Rock, concrete, iron, steel or other solid objects shall not be permitted for use as sign support weights. 4. Sandbags should weigh a minimum of 35 lbs and a maximum of 50 lbs. 5. Sandbags shall be made of a durable material that tears upon vehicular 6. Rubber ballasts designed for channelizing devices should not be used for ballast on portable sign supports. Sign supports designed and manufactured with rubber bases may be used when shown on the CWZTCD list. 7. Sandbags shall only be placed along or laid over the base supports of the traffic control device and shall not be suspended above ground level or hung with rope, wire, chains or other fasteners. Sandbags shall be placed along the length of the skids to weigh down the sign support. 8. Sandbags shall NOT be placed under the skid and shall not be used to level sign supports placed on slopes. impact. Rubber (such as tire inner tubes) shall NOT be used. the sign face. red-orange in color. Flags shall not be allowed to cover any portion of shall be 16 inches square or larger and shall be orange or fluorescent 1. Flags may be used to draw attention to warning signs. When used the flag entire sign face and maintain their opaque properties under automobile headlights at night, without damaging the sign sheeting. 7. Signs and anchor stubs shall be removed and holes backfilled upon completion of work. 27 7-1384"41"21"131 1/2 "4" sign panel and supports (2 per support) joining 3/8" x 3" gr. 5 bolt TYPICAL SIGN SUPPORT BARRICADE AND CONSTRUCTION SHEET 5 OF 12 BC(5)-14 8-14 DN:CK:DW:CK: --- - JOB COUNTY SECT DIST TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. CONT FILE:DATE:$FILE$$DATE$$TIME$ 99of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:30" 40" 27" 36" 24" 2x6 2x4 x 40" 72" 2x6 Front Side Top * * that can be used for each approved sign support. See the CWZTCD for the type of sign substrate NOT be allowed. Posts shall be painted white. Wood sign posts MUST be one piece. Splicing will See BC(4) for definition of "Work Duration." post wood 4x4 sign face 21 sq. ft. of Maximum block 4x4 post wood 4x4 requirement height for sign See BC(4) This will be considered subsidiary to Item 502. foundations shall be removed from the project site. 3. When project is completed, all sign supports and CWZTCD List. 7 ft. circle, except for specific materials noted on the 2. No more than 2 sign posts shall be placed within a connection. lag screws must be used on every joint for final supports, but 3/8" bolts with nuts or 3/8" x 3 1/2" 1. Nails may be used in the assembly of wooden sign GENERAL NOTES Front * post wood 4x4 requirement height for sign See BC(4) sign face 12 sq. ft. of Maximum 24" 60" 2x6 2x6 Top block 4x4 skid 2x6 additional stability. be increased for Length of skids may 24"2x4 brace 4x4 block4x4 block Side screws (min.) lag or 3/8" x 3 1/2" 3/8" bolts w/nuts LONG/INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS SKID MOUNTED WOOD SIGN SUPPORTS PERFORATED SQUARE METAL TUBING GROUND MOUNTED SIGN SUPPORTS Two post installations can be used for larger signs. The maximum sign square footage shall adhere to the manufacturer's recommendation. Refer to the CWZTCD and the manufacturer's installation procedure for each type sign support. 4" max. Ground surface WING CHANNEL Post Sign Post Base for embedment. See the CWZTCD 48" 5' square tubing or 1 3/4" x 1 3/4" with 5/16" holes 1 3/4" galv. round (DO NOT SPLICE) 12 ga post 1 3/4" x 1 3/4" x 11 foot CWZTCD LIST. SEE BC(1) FOR WEBSITE LOCATION. AND SHORT TERM SUPPORTS CAN BE FOUND ON THE MORE DETAILS OF APPROVED LONG/INTERMEDIATE Posts of Number MOUNTED SIGN SUPPORTS WOOD POST SYSTEM FOR GROUND WEDGE ANCHORS 18" 4" * 4" 6" of Traffic Direction Dia.(typ) 1 1/2"17 1/2"20 1/2"5 BOLT (TYP.) 3/8" X 4-1/2 gr. 3" telescopes into sleeve (hole to hole) 12 ga. support 1 3/4 " x 1 3/4 " x 129" tubing diagonal brace to hole) 12 ga. square perforated 1 3/4 " x 1 3/4 " x 52" (hole tubing cross brace to hole) 12 ga. square perforated 1 3/4 " x 1 3/4 " x 32" (hole 20 1/2"above pavement provide 7' height telescope to Upright must 5 bolt 3/8 " X 3" gr. Ground surface Post Sign (Direct Embedment) OPTION 1 max. 4" Ground surface Post Sign weak soils. 55" min. in strong soils, 34" min. in (Anchor Stub) OPTION 2 post) than sign (1/4" larger Anchor Stub desirable 9" max. 4" Ground surface Post Sign post) x 18" than sign (1/2" larger sleeve reinforcing Optional 18" weak soils. 55" min. in strong soils, 34" min. in (Anchor Stub and Reinforcing Sleeve)) OPTION 3 post) than sign (1/4" larger Anchor Stub desirable 9" bolted anchor Lap-splice/base minimum 48" sign only thinwall plastic 10mm extruded 9 sq. ft. or less- 1/2" plywood is allowed. the CWZTCD, except 5/8" plywood. substrate listed in section J.2.d of 16 sq. ft. or less of any rigid sign OTHER DESIGNS "Traffic Engineering Standard Sheets" on BC(1)). if approved by the Engineer. (See web address for face. They may be set in concrete or in sturdy soils sign supports for signs up to 10 square feet of sign on the SMD Standard Sheets may be used as temporary Both steel and plastic Wedge Anchor Systems as shown FILE: REVISIONS C TxDOT bc-14.dgn November 2002 9-07 36" match sideslope needed to pin at angle weld starts here weldhere starts weld back fill puddle. weld, do not directions. Minimum going in opposite opposite sides Welds to start on 48" 2" Side View upright 12 ga. 2" x 2" x 2.5' 60" 3" SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS around tubing Completely welded8 1/2" 7/16" 32'SINGLE LEG BASE 5' weld welded to skid tubing sleeve perforated 12 ga. square (hole to hole) 2" x 2" x 8" tubing upright perforated 12 ga. square (hole to hole) 1 3/4 " x 1 3/4 " x 129" tubing skid 12 ga. perforated (hole to hole) 2" x 2" x 59" Standard Division Operations Traffic 28 SHEET 6 OF 12 MESSAGE SIGN (PCMS) PORTABLE CHANGEABLE BARRICADE AND CONSTRUCTION abbreviated, unless shown in the TMUTCD. bars is appropriate. PCMS has malfunctioned. A pattern such as a series of horizontal solid not alarm motorists and will only be used to alert workers that the 17. If disabled, the PCMS should default to an illegible display that will left or right justified. 16. Each line of text should be centered on the message board rather than and must be legible from at least 400 feet. daylight. Truck mounted units must have a character height of 10 inches should be legible from at least 600 feet at night and 800 feet in units. They should be visible from at least 1/2 (.5) mile and the text 15. PCMS character height should be at least 18 inches for trailer mounted 13. Do not display messages that scroll horizontally or vertically across 11. Do not use the word "Danger" in message. 7-13of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER: no more than one week prior to the work. a minimum of 1000 ft. Each PCMS shall be limited to two phases, BC(6)-14 8-14 DN:CK:DW:CK: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. CONT bc-14.dgn November 2002 FILE:DATE:$FILE$$DATE$$TIME$100 Standard Division Operations Traffic TxDOT TxDOTTxDOT TxDOT FILE: C TxDOT 9-07 PCMS SIGNS WITHIN THE R.O.W. SHALL BE BEHIND GUARDRAIL OR CONCRETE BARRIER OR SHALL HAVE A MINIMUM OF FOUR (4) PLASTIC DRUMS PLACED PERPENDICULAR TO TRAFFIC ON THE LANES SHIFT in Phase 1 must be used with STAY IN LANE in Phase 2.** Roadway designation # IH-number, US-number, SH-number, FM-number 1. When Full Matrix PCMS signs are used, the character height and legibility/visibility requirements shall be maintained as listed in Note 15 under "PORTABLE CHANGEABLE MESSAGE SIGNS" above. shall maintain the legibility/visibility requirement listed above. for, or replace that sign. 4. A full matrix PCMS may be used to simulate a flashing arrow board provided it meets the visibility, flash rate and dimming requirements on BC(7), for the same size arrow. FULL MATRIX PCMS SIGNS Access Road ACCS RD Major MAJ Construction WORDING ALTERNATIVES 1. The words RIGHT, LEFT and ALL can be interchanged as appropriate. 2. Roadway designations IH, US, SH, FM and LP can be interchanged as appropriate. 3. EAST, WEST, NORTH and SOUTH (or abbreviations E, W, N and S) can be interchanged as appropriate. 4. Highway names and numbers replaced as appropriate. 5. ROAD, HIGHWAY and FREEWAY can be interchanged as needed. 6. AHEAD may be used instead of distances if necessary. 7. FT and MI, MILE and MILES interchanged as appropriate. 8. AT, BEFORE and PAST interchanged as needed. 9. Distances or AHEAD can be eliminated from the message if a location phase is used. 3. When symbol signs are represented graphically on the Full Matrix PCMS, they shall only supplement the use of the static sign represented, and shall not substitute APPLICATION GUIDELINES 1. Only 1 or 2 phases are to be used on a PCMS. 2. The 1st phase (or both) should be selected from the "Road/Lane/Ramp Closure List" and the "Other Condition List". 3. A 2nd phase can be selected from the "Action to Take/Effect on Travel, Location, General Warning, or Advance Notice Phase Lists". 4. A Location Phase is necessary only if a distance or location is not included in the first phase selected. 5. If two PCMS are used in sequence, they must be separated by and should be understandable by themselves. 6. For advance notice, when the current date is within seven days of the actual work date, calendar days should be replaced with days of the week. Advance notification should typically be for CLOSED BLVD XXXXXXXX **LANE IN STAY CONST AHD CROSSING XING RT LN Vehicles (s)VEH, VEHS UPR LEVEL LWR LEVEL HR, HRS 1. The Engineer/Inspector shall approve all messages used on portable changeable message signs (PCMS). 2. Messages on PCMS should contain no more than 8 words (about four to eight characters per word), not including simple words such as "TO," "FOR," "AT," etc. 3. Messages should consist of a single phase, or two phases that alternate. Three-phase messages are not allowed. Each phase of the message should convey a single thought, and must be understood by itself. 4. Use the word "EXIT" to refer to an exit ramp on a freeway; i.e., "EXIT CLOSED." Do not use the term "RAMP." 5. Always use the route or interstate designation (IH, US, SH, FM) along with the number when referring to a roadway. 6. When in use the bottom of a stationary PCMS message panel should be a minimum 7 feet above the roadway, where possible. 7. The message term "WEEKEND" should be used only if the work is to start on Saturday morning and end by Sunday evening at midnight. Actual days and hours of work should be displayed on the PCMS if work is to begin on Friday evening and/or continue into Monday morning. 8. The Engineer/Inspector may select one of two options which are avail- able for displaying a two-phase message on a PCMS. Each phase may be displayed for either four seconds each or for three seconds each. 9. Do not "flash" messages or words included in a message. The message should be steady burn or continuous while displayed. 10. Do not present redundant information on a two-phase message; i.e., keeping two lines of the message the same and changing the third line. 12. Do not display the message "LANES SHIFT LEFT" or "LANES SHIFT RIGHT" on a PCMS. Drivers do not understand the message. the face of the sign. 14. The following table lists abbreviated words and two-word phrases that are acceptable for use on a PCMS. Both words in a phrase must be displayed together. Words or phrases not on this list should not be PORTABLE CHANGEABLE MESSAGE SIGNS SHOULD BE PLACED WITH ONE DRUM AT EACH OF THE FOUR CORNERS OF THE UNIT. OF TRAFFIC. WHEN EXPOSED TO TWO WAY TRAFFIC, THE FOUR DRUMS UPSTREAM SIDE OF THE PCMS, WHEN EXPOSED TO ONE DIRECTION WHEN NOT IN USE, REMOVE THE PCMS FROM THE RIGHT-OF-WAY OR PLACE THE PCMS BEHIND BARRIER OR GUARDRAIL WITH SIGN PANEL TURNED PARALLEL TO TRAFFIC WORD OR PHRASEABBREVIATION ABBREVIATION WORD OR PHRASE 2. When symbol signs, such as the "Flagger Symbol"(CW20-7) are represented graphically on the Full Matrix PCMS sign and, with the approval of the Engineer, it RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES Phase 2: Possible Component Lists CAUTION USE Notice List ** Advance List Warning XX MPH SPEED ADVISORY XX MPH LIMIT SPEED XX MPH SPEED MAXIMUM XX MPH SPEED MINIMUM EXIT LANE RIGHT SAFELY DRIVE CARE WITH DRIVE X PM XX AM- TUE-FRI MONDAY BEGINS MAY XX BEGINS XX AM XX PM - MAY X-X X PM-X AM XX APR XX- FRI-SUN NEXT XX PM TO XX AM AUG XX TUE NEXT XX AM XX PM- TONIGHT Road/Lane/Ramp Closure List (The Engineer may approve other messages not specifically covered here.) * DELAYS EXPECT Other Condition List Phase 1: Condition Lists See Application Guidelines Note 6. List Action to Take/Effect on Travel List Location XXX FT CLOSED SHOULDER XXX FT CLOSED RIGHT LN X MILE CLOSED EXIT XXX CLOSED TO BE RIGHT LN CLOSED ROAD FRONTAGE OPEN LANES RIGHT X CLOSURES LANE DAYTIME CLOSED EXIT I-XX SOUTH TUE - FRI CLOSED X LANES XXX FT ROADWORK XXXX FT FLAGGER XXXX FT NARROWS RIGHT LN XXXX FT TRAFFIC MERGING XXXX FT GRAVEL LOOSE X MILE DETOUR SH XXXX PAST ROADWORK XXXX FT BUMP XXXX FT SIGNAL TRAFFIC XXXX FT REPAIRS ROAD XXXX FT NARROWS LANE XX MILE TRAFFIC TWO-WAY XXXX FT LANES UNEVEN XXXX FT ROAD ROUGH FRI-SUN NEXT ROADWORK X MILES EXIT US XXX SHIFT LANES SOUTH US XXX STAY ON RIGHT MERGE X EXITS NEXT DETOUR US XXX N USE TRUCKS TRUCKS FOR WATCH XXX FT SPEED REDUCE ROUTES OTHER USE RIGHT X LINES FORM RD EXIT XXXXX USE NORTH I-XX USE EXIT TO I-XX N I-XX E USE TRUCKS FOR WATCH DELAYS EXPECT STOP TO PREPARE USE SHOULDER END WORKERS FOR WATCH FM XXXX AT CROSSING RAILROAD BEFORE MILES X NEXT EXIT US XXX PAST XXXXXXX TO XXXXXXX FM XXXX TO US XXX XXX FT TRAFFIC CONST EXIT XXX USE CLOSED EXIT X MILE CLOSED FREEWAY CLOSED LANES RIGHT X CLOSED LANES VARIOUS AT SH XXX CLOSED ROAD FM XXXX CLSD AT ROAD CLOSED LANE CENTER CLOSURES LANE NIGHT CLOSED DRIVEWAY MALL 29 30 square inches reflective surface area of at least or square.Must have a yellow Warning reflector may be round area. Their use shall be as indicated on this sheet and/or other sheets of the plans by the designation "FL". The Type A Warning Lights shall not be used with signs manufactured with Type B or C Sheeting meeting the requirements of Departmental Material Specification DMS-8300. BC(7)-14 7-13 WARNING LIGHTS & ATTENUATOR ARROW PANEL, REFLECTORS, BARRICADE AND CONSTRUCTION DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT CONT bc-14.dgn November 2002 101 9-07 8-14 --- -- - of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:$FILE$$DATE$$TIME$CONCRETE TRAFFIC BARRIER (CTB) LOW PROFILE CONCRETE BARRIER (LPCB) 16" DELINEATION OF END TREATMENTS BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS treatments and manufacturers. the CWZTCD List for approved end Highway Research Report 350. Refer to as defined in the National Cooperative zones shall meet crashworthy standards End treatments used on CTB's in work END TREATMENTS FOR CTB'S USED IN WORK ZONES WARNING LIGHTS 1. Warning lights shall meet the requirements of the TMUTCD. 2. Warning lights shall NOT be installed on barricades. 3. Type A-Low Intensity Flashing Warning Lights are commonly used with drums. They are intended to warn of or mark a potentially hazardous 4. Type-C and Type D 360 degree Steady Burn Lights are intended to be used in a series for delineation to supplement other traffic control devices. Their use shall be as indicated on this sheet and/or other sheets of the plans by the designation "SB". 5. The Engineer/Inspector or the plans shall specify the location and type of warning lights to be installed on the traffic control devices. 6. When required by the Engineer, the Contractor shall furnish a copy of the warning lights certification. The warning light manufacturer will certify the warning lights meet the requirements of the latest ITE Purchase Specifications for Flashing and Steady-Burn Warning Lights. WARNING LIGHTS MOUNTED ON PLASTIC DRUMS 1. Type A flashing warning lights are intended to warn drivers that they are approaching or are in a potentially hazardous area. 2. Type A random flashing warning lights are not intended for delineation and shall not be used in a series. 3. A series of sequential flashing warning lights placed on channelizing devices to form a merging taper may be used for delineation. If used, the successive flashing of the sequential warning lights should occur from the beginning of the taper to the end of the merging taper in order to identify the desired vehicle path. The rate of flashing for each light shall be 65 flashes per minute, plus or minus 10 flashes. 4. Type C and D steady-burn warning lights are intended to be used in a series to delineate the edge of the travel lane on detours, on lane changes, on lane closures, and on other similar conditions. 5. Type A, Type C and Type D warning lights shall be installed at locations as detailed on other sheets in the plans. 6. Warning lights shall not be installed on a drum that has a sign, chevron or vertical panel. 7. The maximum spacing for warning lights on drums should be identical to the channelizing device spacing. 1. A warning reflector or approved substitute may be mounted on a plastic drum as a substitute for a Type C, steady burn warning light at the discretion of the Contractor unless otherwise noted in the plans. 2. The warning reflector shall be yellow in color and shall be manufactured using a sign substrate approved for use with plastic drums listed on the CWZTCD. 3. The warning reflector shall have a minimum retroreflective surface area (one-side) of 30 square inches. 4. Round reflectors shall be fully reflectorized, including the area where attached to the drum. 5. Square substrates must have a minimum of 30 square inches of reflectorized sheeting. They do not have to be reflectorized where it attaches to the drum. 6. The side of the warning reflector facing approaching traffic shall have sheeting meeting the color and retroreflectivity requirements for 7. When used near two-way traffic, both sides of the warning reflector shall be reflectorized. 8. The warning reflector should be mounted on the side of the handle nearest approaching traffic. 9. The maximum spacing for warning reflectors should be identical to the channelizing device spacing requirements. WARNING REFLECTORS MOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOR TYPE C (STEADY BURN) WARNING LIGHTS Reflectors Barrier 3. Where traffic is on one side of the CTB, two (2) Barrier Reflectors shall be mounted in approximately the midsection of each section of CTB. An alternate mounting location is uniformly spaced at one end of each CTB. This will allow for attachment of a barrier grapple without damaging the reflector. The Barrier Reflector mounted on the side of the CTB shall be located directly below the reflector mounted on top of the barrier, as shown in the detail above. 4. Where CTB separates two-way traffic, three barrier reflectors shall be mounted on each section of CTB. The reflector unit on top shall have two yellow reflective faces (Bi-Directional)while the reflectors on each side of the barrier shall have one yellow reflective face, as shown in the detail above. 5. When CTB separates traffic traveling in the same direction, no barrier reflectors will be required on top of the CTB. 6. Barrier Reflector units shall be yellow or white in color to match the edgeline being supplemented. 7. Maximum spacing of Barrier Reflectors is forty (40) feet. 8. Pavement markers or temporary flexible-reflective roadway marker tabs shall NOT be used as CTB delineation. 9. Attachment of Barrier Reflectors to CTB shall be per manufacturer's recommendations. 10.Missing or damaged Barrier Reflectors shall be replaced as directed by the Engineer. 11.Single slope barriers shall be delineated as shown on the above detail. See D & OM (VIA) recommendations. as per manufacturer's 3 Barrier Reflectors Install a minimum of TRUCK-MOUNTED ATTENUATORS Type C Warning Light or approved substitute mounted on a drum adjacent to the travel way. 4. The Flashing Arrow Board should be able to display the following symbols: control devices that should be used in conjunction with the Flashing Arrow Board. 3. The Engineer/Inspector shall choose all appropriate signs, barricades and/or other traffic or work on shoulders unless the "CAUTION" display (see detail below) is used. 2. Flashing Arrow Boards should not be used on two-lane, two-way roadways, detours, diversions moving maintenance or construction activities on the travel lanes. 1. The Flashing Arrow Board should be used for all lane closures on multi-lane roadways, or slow to bottom of panel. 14. Minimum mounting height of trailer mounted Arrow Boards should be 7 feet from roadway flash rate and dimming requirements on this sheet for the same size arrow. 13. A full matrix PCMS may be used to simulate a Flashing Arrow Board provided it meets visibility, 12. A Flashing Arrow Board SHALL NOT BE USED to laterally shift traffic. 11. The Flashing Arrow Board shall be mounted on a vehicle, trailer or other suitable support. display may be used during daylight operations. 10. The flashing arrow display is the TxDOT standard; however, the sequential Chevron 9. The sequential arrow display is NOT ALLOWED. intervals of 25 percent for each sequential phase of the flashing chevron. 8. Minimum lamp "on time" shall be approximately 50 percent for the flashing arrow and equal The flashing rate of the lamps shall not be less than 25 nor more than 40 flashes per minute. 7. The Flashing Arrow Board shall be capable of minimum 50 percent dimming from rated lamp voltage. 6. The straight line caution display is NOT ALLOWED. Diamond Caution mode as shown. 5. The "CAUTION" display consists of four corner lamps flashing simultaneously, or the Alternating REQUIREMENTS C 48 x 96 15 1 mile B 30 x 60 13 3/4 mile MINIMUM TRAFFIC BARRIER OR GUARDRAIL. ARROW BOARD BEHIND CONCRETE RIGHT-OF-WAY OR PLACE THE THE ARROW BOARD FROM THE WHEN NOT IN USE, REMOVE shall be equipped with automatic dimming devices. Flashing Arrow Boards devices placed perpendicular to traffic on the upstream side of traffic. taper or merging taper, otherwise they shall be delineated with four (4) channelizing Arrow Boards may be located behind channelizing devices in place for a shoulder ATTENTION LEFT & RIGHT CHEVRON ARROWLEFT & RIGHT ALTERNATING DIAMOND CAUTION DOUBLE ARROW OR 4 CORNER CAUTION FLASHING ARROW BOARDS 16" tall plastic bracket Barrier Reflector on manufacturer's recommendations. Attach the delineators as per reflectors is 20 feet. Max. spacing of barrier extended distance from the TMA. area is spread down the roadway and the work crew is an 6. The only reason a TMA should not be required is when a work without adversely affecting the work performance. 30 to 100 feet in advance of the area of crew exposure 5. A TMA should be used anytime that it can be positioned in the plans. 4. TMAs are required on freeways unless otherwise noted 3. Refer to the CWZTCD for a list of approved TMAs. Level 3 TMAs. 2. Refer to the CWZTCD for the requirements of Level 2 or or the Manual for Assessing Safety Hardware (MASH). Cooperative Highway Research Report No. 350 (NCHRP 350) must meet the requirements outlined in the National 1. Truck-mounted attenuators (TMA) used on TxDOT facilities 8. The location of warning lights and warning reflectors on drums shall be as shown elsewhere in the plans. 7. When used to delineate curves, Type-C and Type D Steady Burn Lights should only be placed on the outside of the curve, not the inside. DMS 8300-Type B or Type C. FL FL 1. Barrier Reflectors shall be pre-qualified, and conform to the color and reflectivity requirements of DMS-8600. A list of prequalified Barrier Reflectors can be found at the Material Producer List web address shown on BC(1). 2. Color of Barrier Reflectors shall be as specified in the TMUTCD. The cost of the reflectors shall be considered subsidiary to Item 512. SHEET 7 OF 12 Standard Division Operations Traffic 30 SHEET 8 OF 12 7-13 CHANNELIZING DEVICES BARRICADE AND CONSTRUCTION FILE:DATE:102 Standard Division Operations Traffic Pre-qualified plastic drums shall meet the following requirements:of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER: affect their appearance or serviceability. BC(8)-14 8-14 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOT CONT bc-14.dgn November 2002 $FILE$$DATE$$TIME$4-03 9-07 mount with diagonals sloping down towards travel way (Maximum Sign Dimension) 18" x 24" Sign 1. For long term stationary work zones on freeways, drums shall be used as the primary channelizing device. 2. For intermediate term stationary work zones on freeways, drums should be used as the primary channelizing device but may be replaced in tangent sections by vertical panels, or 42" two-piece cones. In tangent sections if personnel are present on the project at all times to maintain the cones in proper position and location. 3. For short term stationary work zones on freeways, drums are the preferred approved by the Engineer. 4. Drums and all related items shall comply with the requirements of the current version of the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD) and the "Compliant Work Zone Traffic Control Devices List" (CWZTCD). 5. Drums, bases, and related materials shall exhibit good workmanship and shall be free from objectionable marks or defects that would adversely 6. The Contractor shall have a maximum of 24 hours to replace any plastic drums identified for replacement by the Engineer/Inspector. The replace- ment device must be an approved device. 1. Plastic drums shall be a two-piece design; the "body" of the drum shall be the top portion and the "base" shall be the bottom. 2. The body and base shall lock together in such a manner that the body separates from the base when impacted by a vehicle traveling at a speed of 20 MPH or greater but prevents accidental separation due to normal handling and/or air turbulence created by passing vehicles. 3. Plastic drums shall be constructed of lightweight flexible, and deformable materials. The Contractor shall NOT use metal drums or single piece plastic drums as channelization devices or sign supports. 4. Drums shall present a profile that is a minimum of 18 inches in width at the 36 inch height when viewed from any direction. The height of drum unit (body installed on base) shall be a minimum of 36 inches and a maximum of 42 inches. 5. The top of the drum shall have a built-in handle for easy pickup and shall be designed to drain water and not collect debris. The handle shall have a minimum of two widely spaced 9/16 inch diameter holes to allow attachment of a warning light, warning reflector unit or approved compliant sign. 6. The exterior of the drum body shall have a minimum of four alternating orange and white retroreflective circumferential stripes not less than 4 inches nor greater than 8 inches in width. Any non-reflectorized space between any two adjacent stripes shall not exceed 2 inches in width. 7. Bases shall have a maximum width of 36 inches, a maximum height of 4 inches, and a minimum of two footholds of sufficient size to allow base to be held down while separating the drum body from the base. 8. Plastic drums shall be constructed of ultra-violet stabilized, orange, high-density polyethylene (HDPE) or other approved material. Chevron CW1-8, Opposing Traffic Lane Divider, Driveway sign D70a, Keep Right channelizing device but may be replaced in tapers, transitions and tangent one-piece cones may be used with the approval of the Engineer but only 1. Signs used on plastic drums shall be manufactured using substrates listed on the CWZTCD. 2. Chevrons and other work zone signs with an orange background 3. Vertical Panels shall be manufactured with orange and white 4. Other sign messages (text or symbolic) may be used as approved by the Engineer. Sign dimensions shall not exceed 5. Signs shall be installed using a 1/2 inch bolt (nominal) and nut, two washers, and one locking washer for each connection. 6. Mounting bolts and nuts shall be fully engaged and adequately torqued. Bolts should not extend more than 1/2 inch beyond nuts. 7. Chevrons may be placed on drums on the outside of curves, on merging tapers or on shifting tapers. When used in these locations they may be placed on every drum or spaced not more than on every third drum. A minimum of three (3) should be used at each location called for in the plans. approval of the Engineer. 8. R9-9, R9-10, R9-11 and R9-11a Sidewalk Closed signs which are 24 inches wide may be mounted on plastic drums, with Vertical Panel 12" x 24" ON PLASTIC DRUMS SIGNS, CHEVRONS, AND VERTICAL PANELS MOUNTED by Engineer R4 series or other signs as approved GENERAL DESIGN REQUIREMENTS GENERAL NOTES 1. The stripes used on drums shall be constructed of sheeting meeting the 1. Unballasted bases shall be large enough to hold up to 50 lbs. of sand. This base, when filled with the ballast material, should weigh between 35 lbs (minimum) and 50 lbs (maximum). The ballast may be sand in one to three sandbags separate from the base, sand in a sand-filled plastic base, or other ballasting devices as approved by the Engineer. Stacking of sandbags will be allowed, however height of sandbags above pavement surface may not exceed 12 inches. 2. Bases with built-in ballast shall weigh between 40 lbs. and 50 lbs. Built-in ballast can be constructed of an integral crumb rubber base or a solid rubber base. would become hazardous to motorists, pedestrians, or workers when the drum is struck by a vehicle. holes in the bottoms so that water will not collect and freeze becoming a hazard when struck by a vehicle. color and retroreflectivity requirements of Departmental Materials 2. The sheeting shall be suitable for use on and shall adhere to the drum surface such that, upon vehicular impact, the sheeting shall remain adhered in-place and exhibit no delaminating, cracking, or loss of retroreflectivity other than that loss due to abrasion of the sheeting surface. 24" 36"8" 12" 4" White 4" Orange 45o CW1-6L 18" minHandle 36" min42" max4" max 4" max(typ) 8" max 4" min (typ.) 2" max dia. max) Base (36" drums minimum of 5 for stacking a Taper to allow debris of water or allow collection Top should not warning lights signs and for mounting 9/16" dia. (typ) DIRECTION INDICATOR BARRICADE DETECTABLE PEDESTRIAN BARRICADES BALLAST RETROREFLECTIVE SHEETING 10.Drum and base shall be marked with manufacturer's name and model number. sections by vertical panels, two-piece cones or one-piece cones as plastic drums substrates shall NOT be used on Plywood, Aluminum or Metal sign 36" Barricades Detectable Pedestrian providers of approved and the CWZTCD list for for fabrication. See note 3 This detail is not intended rail for hand trailing Continuous smooth Detectable Edge 2" Max. trailing with no splinters, burrs, or sharp edges. rail provides a smooth continuous rail suitable for hand barricade rails as shown on BC(10) provided that the top 6. Detectable pedestrian barricades may use 8" nominal barricades. 5. Warning lights shall not be attached to detectable pedestrian as a control for pedestrian movements. for Buildings and Facilities (ADAAG)" and should not be used "Americans with Disabilities Act Accessibility Guidelines detectable, do not comply with the design standards in the 4. Tape, rope, or plastic chain strung between devices are not path. detectable edging can satisfactorily delineate a pedestrian barriers, and wood or chain link fencing with a continuous above, longitudinal channelizing devices, some concrete 3. Detectable pedestrian barricades similar to the one pictured shall be placed across the full width of the closed sidewalk. with a visual disability traveling with the aid of a long cane closed sidewalk, a device that is detectable by a person 2. Where pedestrians with visual disabilities normally use the the features present in the existing pedestrian facility. detectable and include accessibility features consistent with relocated in a TTC zone, the temporary facilities shall be 1. When existing pedestrian facilities are disrupted, closed, or 9. Drum body shall have a maximum unballasted weight of 11 lbs. for this type of ballast on the CWZTCD list. 3. Recycled truck tire sidewalls may be used for ballast on drums approved 4. The ballast shall not be heavy objects, water, or any material that 5. When used in regions susceptible to freezing, drums shall have drainage 6. Ballast shall not be placed on top of drums. 7. Adhesives may be used to secure base of drums to pavement. series signs discussed in note 8 below. 18 inches in width or 24 inches in height, except for the R9 Specification DMS-8300, "Sign Face Materials." Type A reflective sheeting shall be supplied unless otherwise specified in the plans. FL the intended traveled lane. Diagonal stripes on Vertical Panels shall slope down toward sheeting meeting the requirements of DMS-8300 Type A FL Ballast shall be as approved by the manufacturers instructions. 5. Approved manufacturers are shown on the CWZTCD List. allowed. 4. Double arrows on the Direction Indicator Barricade will not be shall be as per DMS 8300. 45 degrees in the direction road users are to pass. Sheeting types white and orange stripes sloping downward at an angle of above a rail with Type A retroreflective sheeting in alternating 4" on a background of Type B or Type C Orange retroreflective sheeting Large Arrow (CW1-6) sign in the size shown with a black arrow 3. The Direction Indicator Barricade shall consist of One-Direction the intended travel lane. in series to direct the driver through the transition and into 2. If used, the Direction Indicator Barricade should be used guidance to drivers is necessary. transitions, and other areas where specific directional 1. The Direction Indicator Barricade may be used in tapers, FL FL specified in the plans. of DMS-8300, "Sign Face Material," unless otherwise sheeting meeting the color and retroreflectivity requirements shall be manufactured with Type B or Type C Orange being orange. with the top stripe reflective sheeting using Type A retro- and 2 white stripes a minimum of 2 orange Each drum shall have 31 SHEET 9 OF 12 Min. 18" 12" note 7 See note 7 See note 7 See CHEVRONS VERTICAL PANELS (VPs) HOLLOW OR WATER BALLASTED SYSTEMS USED AS LONGITUDINAL CHANNELIZING DEVICES OR BARRIERSOPPOSING TRAFFIC LANE DIVIDERS (OTLD) MINIMUM DESIRABLE TAPER LENGTHS CHANNELIZING DEVICES AND SUGGESTED MAXIMUM SPACING OF 7. Where the height of reflective material on the vertical 6 inches shall be used. panel is 36 inches or greater, a panel stripe of 4. VP's used on expressways and freeways or other high 7-13 CHANNELIZING DEVICES BARRICADE AND CONSTRUCTION DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT BC(9)-14 CONT bc-14.dgn November 2002 103 Standard Division Operations Traffic 9-07 LCD along the full length of the device. sheeting meeting the requirements for barricade rails as shown on BC(10) placed near the top of the 6. LCDs used as barricades placed perpendicular to traffic should have at least one row of reflective on BC(7) when placed roughly parallel to the travel lanes. 5. LCDs shall be supplemented with retroreflective delineation as required for temporary barriers 8-14 --- -- - of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:$FILE$$DATE$$TIME$24" min.36" min. distance above travel way45 VP-1L VP-1R o 45o 36" 12" 36" 18" 18" 4" 4" 4" 4" 4" 4" 4" 4" 4" DRIVEABLE PORTABLE FIXED (Rigid or self-righting) (Rigid or self-righting) 1. Work Zone channelizing devices illustrated on this sheet may be installed in close proximity to traffic and are suitable for use on high or low speed roadways. The Engineer/Inspector shall ensure that spacing and placement is uniform and in accordance with the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2. Channelizing devices shown on this sheet may have a driveable, fixed or portable base. The requirement for self-righting channelizing devices must be specified in the General Notes or other plan sheets. 3. Channelizing devices on self-righting supports should be used in work zone areas where channelizing devices are frequently impacted by errant vehicles or vehicle related wind gusts making alignment of the channelizing devices difficult to maintain. Locations of these devices shall be detailed else- where in the plans. These devices shall conform to the TMUTCD and the "Compliant Work Zone Traffic Control Devices List" (CWZTCD). damaged, nonreflective, faded, or broken devices and bases as required by the Engineer/Inspector. The Contractor shall be required to maintain proper device spacing and alignment. 5. Portable bases shall be fabricated from virgin and/or recycled rubber. The 6. Pavement surfaces shall be prepared in a manner that ensures proper bonding between the adhesives, the fixed mount bases and the pavement surface. Adhesives shall be prepared and applied according to the manufacturer's recommendations. 7. The installation and removal of channelizing devices shall not cause detrimental effects to the final pavement surfaces, including pavement permitted on final pavement surfaces. The Engineer/Inspector shall approve all application and removal procedures of fixed bases. 1. Opposing Traffic Lane Dividers (OTLD) are delineation devices designed to convert a normal one-way roadway section to two-way operation. OTLD's are used on temporary centerlines. The upward and downward arrows on the sign's face indicate the direction of traffic on either side of the divider. The 3. Spacing between the OTLD shall not exceed 500 the OTLD's should not exceed 100 foot spacing. 4. The OTLD shall be orange with a black non- reflective legend. Sheeting for the OTLD shall 1. The chevron shall be a vertical rectangle with a minimum size of 12 by 18 inches. 2. Chevrons are intended to give notice of a sharp change of alignment with the direction of travel and provide additional emphasis and guidance for vehicle operators with regard to changes in horizontal alignment of the roadway. 3. Chevrons, when used, shall be erected on the out- side of a sharp curve or turn, or on the far side of an intersection. They shall be in line with and at right angles to approaching traffic. Spacing should be such that the motorist always has three in view, until the change in alignment eliminates its need. 4. To be effective, the chevron should be visible for at least 500 feet. 5. Chevrons shall be orange with a black nonreflec- tive legend. Sheeting for the chevron shall be 6. For Long Term Stationary use on tapers or transitions on freeways and divided highways self-righting chevrons may be used to supplement plastic drums but not to replace plastic drums. 4. The Contractor shall maintain devices in a clean condition and replace surface discoloration or surface integrity. Driveable bases shall not be 1. Vertical Panels (VP's) are normally used to channelize traffic or divide opposing lanes of traffic. 2. VP's may be used in daytime or nighttime situations. They may be used at the edge of shoulder drop-offs and other areas such as lane transitions where positive daytime and nighttime delineation is required. The Engineer/Inspector shall refer to the Roadway Design Manual Appendix B "Treatment of Pavement Drop-offs in Work Zones" for additional guidelines on the use of VP's for drop-offs. 3. VP's should be mounted back to back if used at the edge of cuts adjacent to two-way two lane roadways. Stripes are to be reflective orange and reflective white and should always slope downward toward the travel lane. of retroreflective area facing traffic. 5. Self-righting supports are available with portable base. See "Compliant Work Zone Traffic Control Devices List" (CWZTCD). CW6-4 8" to 12"8" to 12"8" to 12"8" to 12" 8" to 12" WATER BALLASTED SYSTEMS USED AS BARRIERS 1. Water ballasted systems used as barriers shall not be used solely to channelize road users, but also to protect the work space per the appropriate NCHRP 350 crashworthiness requirements based on roadway speed and barrier application. 2. Water ballasted systems used to channelize vehicular traffic shall be supplemented with retroreflective delineation or channelizing devices to improve daytime/nighttime visibility. They may also be supplemented with pavement markings. 3. Water ballasted systems used as barriers shall be placed in accordance to application and installation requirements specific to the device, and used only when shown on the CWZTCD list. 4. Water ballasted systems used as barriers should not be used for a merging taper except in low speed (less than 45 MPH) urban areas. When used on a taper in a low speed urban area, the taper shall be delineated and the taper length should be designed to optimize road user operations considering the available geometric conditions. 5. When water ballasted systems used as barriers have blunt ends exposed to traffic, they should be attenuated Surface Roadway Base Mount Surface min. 24" min. 24" Adhesive w/ Approved Fixed Base depth embedment 12" minimum min. 36" Support Self-righting Support Rigid Support can be used) (Driveable Base, or Flexible Fixed Base w/ Approved Adhesive on drums. mounted or may be may be used, Driveable Base Fixed or Portable, back to back mounted Panels speed roadways, may have more than 270 square inches unless noted otherwise. conforming to Departmental Material Specification DMS-8300, GENERAL NOTES Taper lengths have been rounded off. S=Posted Speed (MPH) L=Length of Taper (FT.) W=Width of Offset (FT.) ** 2 *** 75 750' 720' 825'900'75' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed On a Tangent On a Taper 12' OffsetOffset 11' Offset 10' Minimum Desirable Taper Lengths Suggested Maximum Spacing of Channelizing Devices Formula L=WS 80 800'880'960'80'160' LONGITUDINAL CHANNELIZING DEVICES (LCD) 2. LCDs may be used instead of a line of cones or drums. used only when shown on the CWZTCD list. 3. LCDs shall be placed in accordance to application and installation requirements specific to the device, and 4. LCDs should not be used to provide positive protection for obstacles, pedestrians or workers. connected together. They are not designed to contain or redirect a vehicle on impact. 1. LCDs are crashworthy, lightweight, deformable devices that are highly visible, have good target value and can be adhesive or rubber weight to minimize movement base is secured to the pavement with an caused by a vehicle impact or wind gust. portable bases shall weigh a minimum of 30 lbs. 6. Sheeting for the VP's shall be retroreflective Type A FL FL as per manufacturer recommendations or flared to a point outside the clear zone. of the unit shall not be less than 32 inches in height. systems must have a continuous detectable bottom for users of long canes and the top If used to channelize pedestrians, longitudinal channelizing devices or water ballasted 2. The OTLD may be used in combination with 42" cones or VPs. feet. 42" cones or VPs placed between the requirements of DMS-8300. unless noted otherwise. The legend shall meet to Departmental Material Specification DMS-8300, be retroreflective Type B or Type C conforming FL requirements of DMS-8300. unless noted otherwise. The legend shall meet the Departmental Material Specification DMS-8300, retroreflective Type B or Type C conforming to FL 32 SHEET 10 OF 12 7-13 PROJECTS LET AFTER MARCH 2014. THIS DEVICE SHALL NOT BE USED ON BC(10)-14 CHANNELIZING DEVICES BARRICADE AND CONSTRUCTIONof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE: to Departmental Material Specification DMS-8300 unless otherwise noted. 9. Sheeting for barricades shall be retroreflective Type A conforming for details of the Type 3 Barricades and a list of all materials used in the construction of Type 3 Barricades. 8-14 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOT CONT bc-14.dgn November 2002 $FILE$$DATE$$TIME$104 9-07 2" max.3"-4" 1. Where positive redirectional 2. Plastic construction fencing safety as required in the plans. 3. Vertical Panels on flexible support capability is provided, drums may be omitted.SB SB SB SB 6" min. 4" min. 3" min. 3" min. may be used with drums for may be omitted if drums are used. Detour Roadway R11-2 M4-10L DETOUR ROAD CLOSED NAME ADDRESS CITY STATE CONTRACTOR 30 feet 2" min. 3"-4" 6" min. 4" min. 2" min. shoulder width is less than 4 feet. than 12 feet, steady-burn lights 42" 4" 4" 4" 4" 2" 2" 2"EDGELINE CHANNELIZER PLAN VIEW PLAN VIEW 2. Advance signing shall be as specified elsewhere in the plans. PERSPECTIVE VIEW PERSPECTIVE VIEW 3"-4" 2" min. 10' may be substituted for drums when the 4. When the shoulder width is greater 1. This device is intended only for use in place of a vertical panel to 2" min. 2" min. 4" min. orange 4" min. white 4" min. orange 4" min. white Drums, vertical panels or 42" cones STOCKPILE channelize traffic by indicating the edge of the travel lane. It is not intended to be used in transitions or tapers. 2. This device shall not be used to separate lanes of traffic (opposing or otherwise) or warn of objects. 3. This device is based on a 42 inch, two-piece cone with an alternate striping pattern: four 4 inch retroreflective bands, with an approximate 2 inch gap between bands. The color of the band should correspond to the color of the edgeline (yellow for left edgeline, white for right edgeline) for which the device is substituted or for which it supplements. The reflectorized bands shall be retroreflective at 50' maximum spacing omitted here or barricade may be downstream drums On one-way roads within 30' from travel lane. should be used when stockpile is Channelizing devices parallel to traffic Two-Piece cones One-Piece cones Tubular Marker G20-6T SB CONES 3" to 4" 2" to 6" Alternate Alternate clear zone. is outside stockpile location Desirable Plastic Drum Typical min. 28" min. 28" min. 28"min. 42" on one-way roadway are not required These drums barricaded in the same manner. divided highway shall be Each roadway of a and maximum of 4 drums) width makes it necessary. (minimum of 2 side of approaching traffic if the crown Increase number of plastic drums on the be used across the work area.A minimum of two drums shall50' Approx. 50' Approx. 1. Refer to the Compliant Work Zone Traffic Control Devices List (CWZTCD) projects closed to all traffic. 3. Barricades extending across a roadway should have stripes that slope downward in the direction toward which traffic must turn in detouring. When both right and left turns are provided, the chevron striping may slope downward in both directions from the center of the barricade. Where no turns are provided at a closed road striping should slope downward in both directions toward the center of roadway. 4. Striping of rails, for the right side of the roadway, should slope downward to the left. For the left side of the roadway, striping should slope downward to the right. 5. Identification markings may be shown only on the back of the barricade rails. The maximum height of letters and/or company logos used for identification shall be 1". 6. Barricades shall not be placed parallel to traffic unless an adequate clear zone is provided. 7. Warning lights shall NOT be installed on barricades. 8. Where barricades require the use of weights to keep from turning over, the use of sandbags with dry, cohesionless sand is recommended. The sandbags will be tied shut to keep the sand from spilling and to maintain a constant weight. Sand bags shall not be stacked in a manner that covers any portion of a barricade rails reflective sheeting. Rock, concrete, iron, steel or other solid objects will NOT be permitted. Sandbags should weigh a minimum of 35 lbs and a maximum of 50 lbs. Sandbags shall be made of a durable material that tears upon vehicular impact. Rubber (such as tire inner tubes) shall not be used for sandbags. Sandbags shall only be placed along or upon the base supports of the device and shall not be suspended above ground level or hung with rope, wire, chains or other fasteners. be used as a sign support. Barricades shall NOT 10' max.10' max.10' max.4. The base must weigh a minimum of 30 lbs. or yellow warning reflector Steady burn warning light or yellow warning reflector Plastic drum with steady burn light Plastic drum LEGEND of the culvert widening. 5. Drums must extend the length 30 lbs. including base. 42" 2-piece cones shall have a minimum weight of 28" Cones shall have a minimum weight of 9 1/2 lbs. CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS TRAFFIC CONTROL FOR MATERIAL STOCKPILES TYPICAL PANEL DETAIL FOR SKID OR POST TYPE BARRICADES TYPICAL STRIPING DETAIL FOR BARRICADE RAIL 8' max. length Type 3 Barricades downward in the direction of detour. Barricade striping should slant for two-way traffic. facing one-way traffic and both sides reflective white stripes on one side shall be reflectorized orange and The three rails on Type 3 barricades barricade or 1 Type 3 Min. 2 drums barricade or 1 Type 3 Min. 2 drums TYPE 3 BARRICADES 2. Type 3 Barricades shall be used at each end of construction TYPE 3 BARRICADE (POST AND SKID) TYPICAL APPLICATION minimum of 10 feet behind Type 3 Barricades. mounting height in center of roadway. The signs should be a 1. Signs should be mounted on independent supports at a 7 foot 1. Traffic cones and tubular markers shall be predominantly orange, and meet the height and weight requirements shown above. 2. One-piece cones have the body and base of the cone molded in one consolidated unit. Two-piece cones have a cone shaped body and a separate rubber base, or ballast, that is added to keep the device upright and in place. height shown, in order to aid in retrieving the device. 3. Two-piece cones may have a handle or loop extending up to 8" above the minimum reflective bands as shown above. The reflective bands shall have a smooth, sealed 7. Cones or tubular markers used on each project should be of the same size and shape. to maintain them in their proper upright position. for intermediate-term or long-term stationary work unless personnel is on-site short-term stationary work as defined on BC(4). These should not be used 5. 28" cones and tubular markers are generally suitable for short duration and durations. 6. 42" two-piece cones, vertical panels or drums are suitable for all work zone 4. Cones or tubular markers used at night shall have white or white and orange DMS-8300 Type A. outer surface and meet the requirements of Departmental Material Specification unless otherwise noted. Type A conforming to Departmental Material Specification DMS-8300, 45o 6"6"7 inches. Sheeting Reflective Width of Minimum nominal 8" Standard Division Operations Traffic20"20"48"Flat rail Stiffener 2 stiffeners shall be allowed on one barricade. Stiffener may be inside or outside of support, but no more than 4' min., 8' max. 33 SHEET 11 OF 12 7-13 PAVEMENT MARKINGS BARRICADE AND CONSTRUCTION DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT BC(11)-14 CONT bc-14.dgn February 1998 105 Standard Division Operations Traffic 9-07 11-02 1-02 2-98 8-14 --- -- - of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:$FILE$$DATE$$TIME$TOP VIEW FRONT VIEW SIDE VIEW Adhesive pad 4"+ ‚" 2" GENERAL REMOVAL OF PAVEMENT MARKINGS 1. The Contractor shall be responsible for maintaining work zone and within the CSJ limits unless otherwise stated in the plans. 2. Color, patterns and dimensions shall be in conformance with the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 3. Additional supplemental pavement marking details may be found in the plans or specifications. 4. Pavement markings shall be installed in accordance with the TMUTCD and as shown on the plans. 5. When short term markings are required on the plans, short term markings shall conform with the TMUTCD, the plans and details as shown on the Standard Plan Sheet WZ(STPM). 6. When standard pavement markings are not in place and the roadway is opened to traffic, DO NOT PASS signs shall be erected to mark the beginning of the sections where passing is prohibited and PASS WITH CARE signs at the beginning of sections where passing is permitted. 7. All work zone pavement markings shall be installed in accordance with Item 662, "Work Zone Pavement Markings." RAISED PAVEMENT MARKERS 1. Raised pavement markers are to be placed according to the patterns on BC(12). 2. All raised pavement markers used for work zone markings shall meet PREFABRICATED PAVEMENT MARKINGS 1. Removable prefabricated pavement markings shall meet the requirements of DMS-8241. 2. Non-removable prefabricated pavement markings (foil back) shall meet the requirements of DMS-8240. MAINTAINING WORK ZONE PAVEMENT MARKINGS 1. The Contractor will be responsible for maintaining work zone pavement markings within the work limits. 2. Work zone pavement markings shall be inspected in accordance with the frequency and reporting requirements of work zone traffic control device inspections as required by Form 599. 3. The markings should provide a visible reference for a minimum distance of 300 feet during normal daylight hours and 160 feet when illuminated by automobile low-beam headlights at night, unless sight distance is restricted by roadway geometrics. 4. Markings failing to meet this criteria within the first 30 days after placement shall be replaced at the expense of the Contractor as per Specification Item 662. days, where flaggers and/or sufficient channelizing devices are used in lieu of markings to outline the detour route. 3. Pavement markings shall be removed to the fullest extent possible, so as not to leave a discernable marking. This shall be by any method approved by TxDOT Specification Item 677 for "Eliminating Existing Pavement Markings and Markers". 4. The removal of pavement markings may require resurfacing or seal 5. Subject to the approval of the Engineer, any method that proves to be successful on a particular type pavement may be used. 6. Blast cleaning may be used but will not be required unless specifically 7. Over-painting of the markings SHALL NOT BE permitted. 8. Removal of raised pavement markers shall be as directed by the Engineer. 9. Removal of existing pavement markings and markers will be paid for directly in accordance with Item 677, "ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS," unless otherwise stated in the plans. 10.Black-out marking tape may be used to cover conflicting existing markings for periods less than two weeks when approved by the Engineer. 1. Temporary flexible-reflective roadway marker tabs used as guidemarks shall meet the requirements of DMS-8242. 2. Tabs detailed on this sheet are to be inspected and accepted by the Engineer or designated representative. Sampling and testing is not normally required, however at the option of the Engineer, either "A" or "B" below may be imposed to assure quality before placement on the roadway. B. Select five (5) tabs and perform the following test. Affix five (5) tabs at 24 inch intervals on an asphaltic pavement in a straight line. Using a medium size passenger vehicle or pickup, run over the markers with the front and rear tires at a speed of 35 to 40 miles per hour, four (4) times in each direction. No more than one (1) out of the five (5) reflective surfaces shall be lost or displaced as a result of this test. 3. Small design variances may be noted between tab manufacturers. 4. See Standard Sheet WZ(STPM) for tab placement on new pavements. See 1. Raised pavement markers used as guidemarks shall be from the approved product list, and meet the requirements of DMS-4200. 3. Adhesive for guidemarks shall be bituminous material hot applied or butyl rubber pad for all surfaces, or thermoplastic for concrete surfaces. Guidemarks shall be designated as: YELLOW - (two amber reflective surfaces with yellow body). WHITE - (one silver reflective surface with white body). Standard Sheet TCP(7-1) for tab placement on seal coat work. TABS TO THE PAVEMENT SURFACE TEMPORARY FLEXIBLE-REFLECTIVE ROADWAY MARKER STAPLES OR NAILS SHALL NOT BE USED TO SECURE 1/4" and less than 1". is usually more than Height of sheeting WORK ZONE PAVEMENT MARKINGS Roadway Marker Tabs Temporary Flexible-Reflective DEPARTMENTAL MATERIAL SPECIFICATIONS DMS-6130 EPOXY AND ADHESIVES DMS-6100 DMS-4300 DMS-8240 DMS-8241 DMS-8242 DMS-4200 TRAFFIC BUTTONS PERMANENT PREFABRICATED PAVEMENT MARKINGS PAVEMENT MARKINGS TEMPORARY REMOVABLE, PREFABRICATED ROADWAY MARKER TABS TEMPORARY FLEXIBLE, REFLECTIVE A list of prequalified reflective raised pavement markers, non-reflective traffic buttons, roadway marker tabs and other pavement markings can be found at the Material Producer List web address shown on BC(1). BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS PAVEMENT MARKERS (REFLECTORIZED) RAISED PAVEMENT MARKERS USED AS GUIDEMARKS project shall be of the same manufacturer. 2. All temporary construction raised pavement markers provided on a the requirements of Item 672, "RAISED PAVEMENT MARKERS" and Departmental Material Specification DMS-4200 or DMS-4300. shown in the plans. existing pavement markings, in accordance with the standard specifications and special provisions, on all roadways open to traffic 1. Pavement markings that are no longer applicable, could create confusion or direct a motorist toward or into the closed portion of the roadway shall be removed or obliterated before the roadway is opened to traffic. Section to determine specification compliance. and submit to the Construction Division, Materials and Pavement A. Select five (5) or more tabs at random from each lot or shipment 2. The above shall not apply to detours in place for less than three coating portions of the roadway as described in Item 677. 34 SHEET 12 OF 12 7-13 PAVEMENT MARKING PATTERNS BARRICADE AND CONSTRUCTIONof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:8-14 BC(12)-14 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT - HIGHWAY - SHEET NO. C TxDOT CONT bc-14.dgn February 1998 $FILE$$DATE$$TIME$106 9-071-97 2-98 11-02 10 to 12" PAVEMENT MARKING PATTERNS Yellow Yellow White White Yellow Yellow Yellow Type II-A-A Type II-A-A Type Y buttons Type Y buttons Type II-A-A Type II-A-A Type I-A Type I-A Type W buttons Type I-C Type Y buttons Type Y buttons Type W buttons Type I-C Type I-C or II-C-R Type I-C or II-C-R 10'30' - - - DISCOURAGE LANE CHANGING.) EDGE LINE OR SINGLE Yellow White White or Yellow White or Yellow NO-PASSING LINE WIDE LINE (FOR LEFT TURN CHANNELIZING LINE OR CHANNELIZING LINE USED TO Type Y buttons Type I-C , I-A or II-A-A Type W or Y buttons Type I-C Type W buttons Type I-C or II-A-A STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS Type II-A-A REMOVABLE MARKINGS WITH RAISED PAVEMENT MARKERS Type I-C or II-A-A (when required) Raised Pavement Markers If raised pavement markers are used to supplement REMOVABLE markings, the markers shall be applied to the top of the tape at the approximate mid length of tape used for broken 60" + 3" -REFLECTORIZED PAVEMENT MARKINGS - PATTERN B REFLECTORIZED PAVEMENT MARKINGS - PATTERN A REFLECTORIZED PAVEMENT MARKINGS 10 to 12" 4 to 8"6 to 8" 60" + 3" 60" + 3" 4" 4 to 12" 4 to 12" 4" 8" 1-2" 10' 10'30' 40' + 1' 5' + 6" 20' + 1' 30' RAISED PAVEMENT MARKERS - PATTERN A RAISED PAVEMENT MARKERS - PATTERN B RAISED PAVEMENT MARKERS Pattern A is the TXDOT Standard, however Pattern B may be used if approved by the Engineer. lines or at 20 foot spacing for solid lines. This allows an easier removal of raised pavement markers and tape. Centerline only - not to be used on edge lines Prefabricated markings may be substituted for reflectorized pavement markings. Prefabricated markings may be substituted for reflectorized pavement markings. MARKINGS PAVEMENT REFLECTORIZED MARKINGS PAVEMENT REFLECTORIZED LINE NO-PASSING DOUBLE MARKINGS PAVEMENT REFLECTORIZED MARKERS PAVEMENT RAISED MARKERS PAVEMENT RAISED MARKERS PAVEMENT RAISED MARKERS PAVEMENT RAISED Type II-A-A 3'9' 5'5' 8" 3'9' Type I-C or II-C-R MARKERS PAVEMENT RAISED MARKERS PAVEMENT RAISEDLINE LANEDROP OR AUXILIARY LINE LANE OR LINE CENTER Item 672 "RAISED PAVEMENT MARKERS." products list and meet the requirements of pavement markings shall be from the approved Raised pavement markers used as standard TWO-WAY LEFT TURN LANE LANE & CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS EDGE & LANE LINES FOR DIVIDED HIGHWAY CENTER LINE & NO-PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS LINES SOLID LINES BROKEN Standard Division Operations Traffic Yellow White White Type Y buttons Type I-C Type II-A-A Type I-C REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS Prefabricated markings may be substituted for reflectorized pavement markings. Yellow White White Type Y buttonsType II-A-A Type I-C Type I-C REFLECTORIZED PAVEMENT MARKINGS RAISED PAVEMENT MARKERS Prefabricated markings may be substituted for reflectorized pavement markings. 35 Standard Division Operations Traffic 2-18 36 tcp1-1-18.dgn TCP(1-1)-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$ 30'Min.BMin. 10'Work SpaceDevices Channelizing (See note 2)Work Space30'Min.WORK SPACE ON SHOULDER 48" X 24" G20-2 ShoulderShoulderShoulder48" X 24" G20-2 (See note 2)(See note 2)20' spacingDevices at100' Max.150' Min.1/3 LShoulderTCP (1-1b) 48" X 48" CW20-1D See note 1) (Flags- Devices Channelizing (See note 2) CW20-1D See note 1) (Flags- 48" X 48"3X for over 50 mphX for 50 mph or lesstraveled way. from the nearest minimum of 30' work area is a omitted if the devices may be Channelizing 3X for over 50 mphX for 50 mph or less3X for over 50 mphX for 50 mph or less3X for over 50 mphX for 50 mph or less(See notes 4 & 5) or strobe lights. oscillating flashing, intensity rotating, with TMA and high Shadow Vehicle TCP (1-1a) WORK SPACE NEAR SHOULDER Devices Channelizing (See note 2) (See note 2) Devices Channelizing (See note 2) (See notes 4 & 5) strobe lights. oscillating or flashing, rotating, high intensity with TMA and Shadow Vehicle Conventional Roads Conventional Roads CW20-1D 48" X 48" See notes 1 & 7) (Flags- 48" X 48" CW20-1D See notes 1 & 7) (Flags- GENERAL NOTES B1/3 LWork SpaceRight-of-way Line(See note 2)20' spacingDevices at100' Max.150' Min.L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" 48" X 24" G20-2 (See note 2) (See Note 3) vehicle work Inactive roadways. " signs for shoulder work on conventional "ROAD WORK AHEAD 7. CW21-5 "SHOULDER WORK" signs may be used in place of CW20-1D freeways. 6. See TCP(5-1)for shoulder work on divided highways, expressways and surface, next to those shown in order to protect wider work spaces. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved may be substituted for the Shadow Vehicle and TMA. to remain in place, Type 3 Barricades or other channelizing devices longer present but road or work conditions require the traffic control affecting the performance or quality of the work. If workers are no 30 to 100 feet in advance of the area of crew exposure without adversely 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned right-of-way line and not parked on the paved shoulder. 3. Inactive work vehicles or other equipment should be parked near the Engineer. in the plans, or for routine maintenance work, when approved by the denoted with the triangle symbol may be omitted when stated elsewhere 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown are REQUIRED. Min. 10' WORK VEHICLES ON SHOULDERShoulderShoulder48" X 24" G20-2 (See note 2) Devices Channelizing (See note 2) TCP (1-1c)Min.30'3X for over 50 mphX for 50 mph or less3X for over 50 mphX for 50 mph or less48" X 48" CW20-1D See note 1) (Flags- Devices Channelizing (See note 2) devices at all times. channelization lanes of traffic by separated from remain in areas cranes, etc., shall as trucks, moveable work operation, such necessary for the other equipment Work vehicles or (See notes 4 & 5) strobe lights. oscillating or rotating, flashing, high intensity with TMA and Shadow Vehicle Conventional Roads 48" X 48" CW20-1D See notes 1 & 7) (Flags- SHOULDER WORK CONVENTIONAL ROAD TRAFFIC CONTROL PLAN 8-95 2-94 2-12 4-98 1-97 151 December 1985 Standard Division Operations Traffic 2-18 37 tcp1-2-18.dgn December 1985 TCP(1-2)-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$X30'Min.50' Min.R1-2aP 48" X 48"Work Space150' Min.BWork SpaceB20' spacingDevices at100' Max.24" X 18"100'200'XXX CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 48" X 24" G20-220' spacingDevices at100' Approx.30'Min..niM '05120' spacingDevices at100" Max.50' Min. 48" X 48" (See note 2) (See note 2) (See note 2)XXX CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 48" X 24" G20-2 TCP (1-2b) ONE LANE TWO-WAY X 48" X 36" 42" X 42 " X 42" Same as Below in Opposite Direction Warning Sign Sequence CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 48" X 36" R1-2aP 42" X 42 " X 42" R1-2 15'XXXTCP (1-2a) (See note 8) (See note 8) ONE LANE TWO-WAY TCP (1-2a) TCP (1-2b) 48" X 24" G20-2 lights.(See notes 5 & 6) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with20' spacingDevices at100' Approx.MOBILE DURATION SHORT from traveled way separate work space Channelizing devices CONTROL WITH YIELD SIGNS (Less than 2000 ADT - See note 7)CONTROL WITH FLAGGERS at night illuminated shall be flagger stations emergencies, Except in at night illuminated shall be flagger stations emergencies, Except in GENERAL NOTES Conventional Roads Only* ** 2 *** 75 750'825' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 650'715' 700'770' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed Offset 11' Offset 10' Formula L=WS (See notes 5 & 6) or strobe lights. oscillating flashing, intensity rotating, with TMA and high Shadow Vehicle R1-2 48" X 48" CW3-4 (See note 2) CW20-7 48" X 48" CW16-2P CW20-7 48" X 48" 24" X 18" CW16-2P CW3-4 CW3-2 TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted TYPICAL USAGE L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. 720' 900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 180' 320' 600' 660' 780' 245' 540' 840' "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' Offset Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Spacing Sign Minimum Distance "X"Distance Sight Stopping 200' 250' 305' 360' 425' 495' 570' 645' 730' 820' limited to emergency situations. 13. Flaggers should use 24" STOP/SLOW paddles to control traffic. Flags should be traffic and approved by the Engineer. 12. Channelizing devices on the center-line may be omitted when a pilot car is leading and a queue of stopped vehicles (see table above). should be increased in order to maintain adequate stopping sight distance to the flagger 11. If the work space is located near a horizontal or vertical curve, the buffer distances 10. Length of work space should be based on the ability of flaggers to communicate. 9. Flaggers should use two-way radios or other methods of communication to control traffic. at a 7 foot minimum mounting height. 8. R1-2 "YIELD" sign with R1-2aP "TO ONCOMING TRAFFIC" plaque shall be placed on a support spaces should be no longer than 400 feet. than one half city block. In rural areas on roadways with less than 2000 ADT, work adequate sight distance. For projects in urban areas, work spaces should be no longer 7. R1-2 "YIELD" sign traffic control may be used on projects with approaches that have those shown in order to protect wider work spaces. 6. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to may be substituted for the Shadow Vehicle and TMA. the traffic control to remain in place, Type 3 Barricades or other channelizing devices quality of the work. If workers are no longer present but road or work conditions require in advance of the area of crew exposure without adversely affecting the performance or 5. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet used if advance warning ahead of the flagger or R1-2 "YIELD" sign is less than 1500 feet. 4. Sign spacing may be increased or an additional CW20-1D "ROAD WORK AHEAD" sign may be ROAD AHEAD" sign, but proper sign spacing shall be maintained. 3. The CW3-4 "BE PREPARED TO STOP" sign may be installed after the CW20-4D "ONE LANE maintenance work, when approved by the Engineer. triangle symbol may be omitted when stated elsewhere in the plans, or for routine 2. All traffic control devices illustrated are REQUIRED, except those denoted with the 1. Flags attached to signs where shown are REQUIRED. TRAFFIC CONTROL ONE-LANE TWO-WAY TRAFFIC CONTROL PLAN 2-12 4-90 2-94 1-97 4-98 152 Standard Division Operations Traffic 2-18 38 tcp1-3-18.dgn TCP(1-3)-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$XShoulderShoulderShoulder30'2XX/2CW1-4R Work SpaceBBBBWork SpaceBMin.30'48" X 48" 48" X 48" CW20-1D See note 1) (Flags- GENERAL NOTES 48" X 24" G20-2 ShoulderX/2Min. 2XX TCP (1-3a)TCP (1-3b) 2-LANE ROADWAY WITH PAVED SHOULDERS ADEQUATE FIELD OF VIEW ONE LANE CLOSED 2-LANE ROADWAY WITH PAVED SHOULDERS INADEQUATE FIELD OF VIEW ONE LANE CLOSED100' Approx.48" X 24" G20-2 48" X 48" CW1-4R Xas needed Flagger (See note 3) 48" X 48" CW20-1D See note 1) (Flags-2XX 50'-100'100'Approx.Min.30'lane (See note 5) placed across closed Channelizing devices Xlights.(See notes 6 & 7) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with as needed Flagger (See note 3) See note 1) (Flags- CW20-1D 48" X 48" lights. (See notes 6 & 7) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with lights.(See notes 2 & 6) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with 1/2 L1/2 L1/2 L1/2 L1/2 L1/2 L1/2 L1/2 L(See note 2) 24" X 24" CW13-1P CW1-6aT 36" X 36" (See note 2) 24" X 24" CW13-1P (See note 2) 24" X 24" CW13-1P CW1-6aT 36" X 36" (See note 2) CW20-7 48" X 48" CW1-6aT 36" X 36" CW1-6aT 36" X 36" (See note 2) (See note 2) 24" X 24" CW13-1P 48" X 48" CW1-4R 48" X 24" G20-2 CW1-4L 48" X 48" (See note 2) 24" X 24" CW13-1P CW1-6aT 36" X 36" (See note 2) G20-2 48" X 24" (See note 2) 24" X 24" CW13-1P 48" X 48" CW1-4L 48" X 48" CW3-4 CONTROL TRAFFIC USE ONLY WHEN FLAGGERS 48" X 48" CW1-4L CW1-4L 48" X 48" CW13-1P (See note 2) 24" X 24" CW20-1D 48" X 48" See note 1) (Flags- CW1-6aT 36" X 36" (See note 2)ecapS kroW(See Notes 2 & 3) For either TCP(1-3a) or TCP(1-3b) TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 * ** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" area of conflicting markings not the entire work zone. where S is the speed in mph. This tighter device spacing is intended for the if posted speed are 35 mph or slower, and for tangent sections, at 1/2S which separate two-way traffic should be spaced on tapers at 20', or 15' 8. Where traffic is directed over a yellow centerline, channelizing devices surface, next to those shown in order to protect wider work spaces. 7. Additional Shadow Vehicles with TMAs may be positioned off the paved devices may be substituted for the Shadow Vehicle and TMA. traffic control to remain in place, Type 3 Barricades or other channelizing workers are no longer present but road or work conditions require the adversely affecting the performance or quality of the work. If 30 to 100 feet in advance of the area of crew exposure without 6. A Shadow Vehicle with a TMA should be used anytime it can be positioned feet in urban areas and every 1/4 to 1/2 mile in rural areas. Laterally placed channelizing devices should be repeated every 500 to 1000 should be placed laterally across the closed lane to re-emphasize closure. 5. When the work zone is made up of several work spaces, channelizing devices zone signs may be installed downstream of the ROAD WORK AHEAD signs. 4. DO NOT PASS, PASS WITH CARE and construction regulatory speed alert traffic to reduce speed. Additional flaggers may be positioned in advance of traffic queues to traffic volume require additional emphasis to safely control traffic. 3. Flagger control should NOT be used unless roadway conditions or heavy or for routine maintenance work, when approved by the Engineer. with the triangle symbol may be omitted when stated elsewhere in the plans, 2. All traffic control devices illustrated are REQUIRED, except those denoted 1. Flags attached to signs where shown are REQUIRED. TWO LANE ROADS TRAFFIC SHIFTS ON TRAFFIC CONTROL PLAN December 1985 8-95 2-94 2-12 1-97 4-98 153 Standard Division Operations Traffic 2-18 TCP(1-4)-18 39 tcp1-4-18.dgn DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$TCP (1-4b)Work SpaceBWork SpaceBBLXXXXXX1/3 LLMin.30'ShoulderCW20-5TL 48" X 48"Min.30'XXX1/3 LLCW20-1D See note 1) (Flags- 48" X 48" lights.(See notes 4 & 5) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with 48" X 24" G20-2 48" X 24" G20-2 Approx.100' TWO LANES CLOSED CW20-1D 48" X 48" See note 1) (Flags- CW20-5TR 48" X 48" CW1-4L 48" X 48" (See note 2) 24" X 24" CW1-4R 48" X 48" CW20-1D 48" X 48" See note 1) (Flags-ShoulderShoulderShoulderCW20-1D 48" X 48" See note 1) (Flags-LShoulder(See note 7) lights.(See notes 4 & 5) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with 48" X 24" G20-2 Shoulder200'Approx.XX 48" X 24" G20-2 CW20-5TR 48" X 48"1Min./2 L1Min./2 Lx for 50 mph or less3x for over 50 mphONE LANE CLOSED CW1-6aT 36" X 36" CW13-1P TCP (1-4a) Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT GENERAL NOTES TCP (1-4a) TCP (1-4b) for the areas of conflicting markings, not the entire work zone. where S is the speed in mph. This tighter device spacing is intended if posted speeds are 35 mph or slower, and for tangent sections, at 1/2S which separate two-way traffic should be spaced on tapers at 20' or 15' 7. Where traffic is directed over a yellow centerline, channelizing devices the arrow panel placed in the closed lane near the end of the merging taper. centerline where needed to protect the work space from opposing traffic with signs shall be used and channelizing devices shall be placed on the 6. If this TCP is used for a left lane closure , CW20-5TL "LEFT LANE CLOSED" surface, next to those shown in order to protect wider work spaces. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved for the Shadow Vehicle and TMA. place, Type 3 Barricades or other channelizing devices may be substituted present but road or work conditions require the traffic control to remain in affecting the performance or quality of the work. If workers are no longer 30 to 100 feet in advance of the area of crew exposure without adversely 4. A Shadow Vehicle with a TMA should be used anytime it can be positioned visibility of the work zone is less than 1500 feet. 3. The CW20-1D "ROAD WORK AHEAD" sign may be repeated if the or for routine maintenance work, when approved by the Engineer. with the triangle symbol may be omitted when stated elsewhere in the plans, 2. All traffic control devices illustrated are REQUIRED, except those denoted 1. Flags attached to signs where shown are REQUIRED. (See note 2) 24" X 24" CW13-1P CW1-6aT 36" X 36" (See note 2) CONVENTIONAL ROADS LANE CLOSURES ON MULTILANE TRAFFIC CONTROL PLAN CONVENTIONAL ROADS LANE CLOSURES ON MULTILANE TRAFFIC CONTROL PLAN 2-94 8-95 1-97 4-98 2-12 154 December 1985 Standard Division Operations Traffic tcp1-5-18.dgn 2-18 TCP(1-5)-18 40 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$MedianShoulderShoulderMedianShoulderWork SpaceWork SpaceBL500' Min.TCP (1-5b)TCP (1-5c) LANE CLOSURE NEAR ENTRANCE RAMPS 48" X 24" G20-2 closure for lane devices control for traffic See TCP(1-5a) 500'FRONTAGE RD.1/3 LLMin.30'48" X 48" CW20RP-3D500' min. 48" X 24" G20-2 ShoulderLANE CLOSURE NEAR EXIT RAMPS1/3 LMin.30' L100' Min.1000'48" X 36" E5-2 1 0' Mi n.Work SpaceBTCP (1-5a)2600'1000'1600'1/3 LL500' Min. MedianShoulderShoulderCW20-5TR 48" X 48" CW20-5TR 48" X 48"Shoulder30' Min.ONE LANE CLOSURE to enter the ramp. is normally required to close a lane which lane closure is needed closure details if a See TCP(1-4a) for lane 4 & 5) (See notes G20-2 48" X 24" (See notes 4 & 5) (See notes 4 & 5) 48" X 30" R11-2bT CW20-1F 48" X 48" See note 1) (Flags- 48" X 42" E5-1 for lane closure warning signs for advance See TCP(1-5a) for lane closure warning signs for advance See TCP(1-5a) GENERAL NOTES TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" shown in order to protect a wider work space. closed lane, on the shoulder or off the paved surface, next to those 5. Additional Shadow Vehicles with TMAs may be positioned in each Shadow Vehicle and TMA. Barricades or other channelizing devices may be substituted for the work conditions require the traffic control to remain in place, Type 3 quality of the work. If workers are no longer present but road or of crew exposure without adversely affecting the performance or used anytime it can be positioned 30 to 100 feet in advance of the area oscillating or strobe lights. A Shadow Vehicle with a TMA should be 4. Shadow Vehicle with TMA and high intensity rotating, flashing, device. Chevrons may be attached to plastic drums as per BC Standards. with the Chevron Alignment Sign placed on every other channelizing 3. Channelizing devices used to close lanes may be supplemented Engineer. in the plans, or for routine maintenance work, when approved by the denoted with the triangle symbol may be omitted when stated elsewhere 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown, are REQUIRED. 48" X 48" CW25-1T 20' spacing Devices at Channelizing DIVIDED HIGHWAYS LANE CLOSURES FOR TRAFFIC CONTROL PLAN February 2012 155 Standard Division Operations Traffic TCP(1-6)-18 41 tcp1-6-18.dgn 2-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$XWork SpaceBXX CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 48" X 24" G20-220' spacingDevices at100' Approx.30'Min..niM '05120' spacingDevices at100' Max.50' Min. 48" X 48"XX CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 48" X 24" G20-2 TCP (1-6b) ONE LANE TWO-WAY X (See notes 7 & 8) or strobe lights. oscillating flashing, intensity rotating, with TMA and high Shadow Vehicle CW3-4 ONE LANE TWO-WAY CONTROL WITH RED/YELLOW LENS AFADs 10' spacing 6 CDs at STOP HERE ON RED 100' to 200'20' (See note 15) 24" X 36" R10-6 spacing 6 CDs at 10' STOP HERE ON RED (See note 15) 24" X 36" R10-6 20'B48" X 48" CW20-1D See note 1) (Flags- 48" X 24" G20-220' spacingDevices at100' Approx.30'Min. 48" X 24" G20-2 (See notes 7 & 8) or strobe lights. oscillating flashing, intensity rotating, with TMA and high Shadow Vehicle 10' spacing 6 CDs at 100' to 200' spacing 6 CDs at 10' (See note 14) 24" X 30" R1-7aT 24" X 30" R1-8aT (See note 14) 24" X 30" R1-7aT TCP (1-6a) CW20-4D 48" X 48" XX X 20' spacingDevices at100' Max.50' Min.XXXWork Space48" X 48" CW3-4 CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- .niM '05148" X 48" CW3-4 48" X 48" CW3-4 SLOW SLOW 24" X 30" R1-8aT CONTROL WITH STOP/SLOW AFADs TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERMMOBILEDURATION SHORT GENERAL NOTES TYPICAL USAGE L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" Type 3 Barricade Heavy Work Vehicle Channelizing Devices (CDs) Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable M Traffic Flow Attenuator (TMA) Truck Mounted (AFAD) Assistance Device Automated Flagger Distance Sight Stopping 200' 250' 305' 360' 425' 495' 570' 645' 730' 820' the lenses of the AFAD. 15. The R10-6 "STOP HERE ON RED" arrow sign shall be offset so as not to obscure one 48" x 30" sign. They shall not obscure the face of the STOP/SLOW AFAD. be installed at the AFAD location on separate supports or they may be fabricated as 14. The R1-7aT "WAIT ON STOP" sign and the R1-8aT "GO ON SLOW" sign shall traffic and approved by the Engineer. 13. Channelizing devices on the center line may be omitted when a pilot car is leading should be increased in order to maintain stopping sight distance to the AFAD. 12. If the work space is located near a horizontal or vertical curve, the buffer distances 11. Length of work space should be based on the ability of flaggers to communicate. 10. Flaggers should use two-way radios or other methods of communication to control traffic. those shown in order to protect wider work spaces. 9. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to other channelizing devices may be substituted for the Shadow Vehicle and TMA. work conditions require the traffic control to remain in place, Type 3 Barricades or the performance or quality of the work. If workers are no longer present but road or 100 feet in advance of the area of crew exposure without adversely affecting 8. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to flag attached to the end of the gate arm. The flag shall be a minimum of 16" square. 7. All AFADs shall be equipped with gate arms with an orange or fluorescent red-orange approach. AFADs shall not be operated by the pilot car operator. 6. When pilot cars are used, a flagger controlling traffic shall be located on each both AFADs and of the approaching traffic in both directions. 5. One flagger may operate two AFADs only when the flagger has an unobstructed view of shall not leave them unattended while they are in use. 4. Each AFAD shall be operated by a qualified/certified flagger. Flaggers operating AFADs traffic. (See table above). 3. Adequate stopping sight distance must be provided to each AFAD location for approaching in the direction to be controlled. 2. AFADs shall only be used in situations where there is one lane of approaching traffic 1. Flags attached to signs where shown are REQUIRED. TRAFFIC CONTROL PLAN (AFADS) ASSISTANCE DEVICES AUTOMATED FLAGGER 156 February 2012 Standard Division Operations TrafficApprox.100'Min.30'Work Space100'Min.30' 1/3 LB 1/3 LBWork SpaceMin.30'Min. 10'100'Approx.100'Min.30'Min.30'Min.30'Min. 10'x for 50 mph or less3x for over 50 mphor lessx for 50 mph 50 mph3x for over 50 mph3x for over or lessx for 50 mph or lessx for 50 mph or lessx for 50 mph or lessx for 50 mph 50 mph3x for over 50 mph3x for over 50 mph3x for over TCP(2-1)-18 2-18 DN:tcp2-1-18.dgn 42 CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$Work SpaceShoulderShoulderShoulderTCP (2-1b)TCP (2-1c) WORK SPACE ON SHOULDER WORK VEHICLES ON SHOULDER See note 1) 48" X 48" (Flags- CW20-1D CW20-1D 48" X 48" See note 1) (Flags- (See note 2) G20-2 48" X 24"ShoulderShoulder See note 1) 48" X 48" (Flags- CW20-1D 48" X 24" (See note 2) G20-2 See note 1) 48" X 48" (Flags- CW20-1D (See note 2) G20-2 48" X 24" 48" X 24" (See note 2) G20-2 Right-of-way LineShoulderShoulderShoulderShoulderShoulderShoulderShoulder See note 1) 48" X 48" (Flags- CW20-1D (See notes 4 & 5) (See notes 4 & 5) CW20-1D 48" X 48" See note 1) (Flags- nearest traveled way. of 30' from the work area is a minimum may be omitted if the Channelizing devices at all times. channelizing devices lanes of traffic by areas separated from etc., shall remain in moveable cranes, such as trucks, work operation, necessary for the or other equipment Work vehicles TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads Conventional Roads Conventional Roads (See Note 7) work vehicle Inactive (See notes 4 & 5) Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT GENERAL NOTES "ROAD WORK AHEAD" signs for shoulder work on conventional roadways. 8. CW21-5 "SHOULDER WORK" signs may be used in place of CW21-1D right-of-way line and not parked on the paved shoulder. 7. Inactive work vehicles or other equipment should be parked near the freeways. 6. See TCP(5-1) for shoulder work on divided highways, expressways and surface, next to those shown in order to protect a wider work space. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved substituted for the Shadow Vehicle and TMA. place, Type 3 Barricades or other channelizing devices may be but road or work conditions require the traffic control to remain in performance or quality of the work. If workers are no longer present the area of crew exposure without adversely affecting the used anytime it can be positioned 30 to 100 feet in advance of oscillating or strobe lights. A Shadow Vehicle with a TMA should be 4. Shadow Vehicle with TMA and high intensity rotating, flashing, nearest traveled way. 3. Stockpiled material should be placed a minimum of 30 feet from plans, or for routine maintenance work, when approved by the Engineer. denoted with the triangle symbol may be omitted when stated in the 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown, are REQUIRED. SHOULDER WORK CONVENTIONAL ROAD TRAFFIC CONTROL PLAN 2-94 8-95 1-97 4-98 161 2-12 December 1985 Standard Division Operations Traffic100'2-18 tcp2-2-18.dgn TCP(2-2)-18 43 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$XXXWork SpaceBMin.30'Min.100'TCP (2-2a) 2-LANE ROADWAY WITHOUT PAVED SHOULDERS 48" X 24" G20-2 (See Note 2) Yield Line Temporary Approx.100'100' Max.50' Min.48" X 48" CW20-4D 48" X 48" 48" X 48" CW20-1D See note 1) (Flags- 42" X 42 " X 42" R1-2 48" X 24" G20-2 15'(See Note 2) Yield Line Temporary W3-2 R1-2 42" X 42 " X 42" Same as Below in Opposite Direction Warning Sign Sequence lights.(See notes 6 & 7) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with CONTROL WITH YIELD SIGNS ONE LANE TWO-WAY (Less than 2000 ADT - See Note 9)200'Min.30'BWork SpaceXXX 50'Min.100' Max.Temporary (See Note 2)Min.100' 48" X 24" G20-2 CW20-4 48" X 48" 48" X 24" G20-2 48" X 48" CW20-1D See note 1) (Flags- CW20-4 48" X 48" 24" X 18"XXXX 48" X 48" (See note 2) X 24" Stop Line at night illuminated shall be flagger stations emergencies, Except in at night illuminated shall be flagger stations emergencies, Except in Temporary (See Note 2) 24" Stop Line 2-LANE ROADWAY WITHOUT PAVED SHOULDERS ONE LANE TWO-WAY CONTROL WITH FLAGGERS TCP (2-2b) (See notes 6 & 7) strobe lights. oscillating or flashing, rotating, high intensity with TMA and Shadow Vehicle 24" X 18" CW16-2P CW20-7 48" X 48" CW20-7 48" X 48" CW16-2P CW3-4 48" X 48" (See note 2) CW3-4 R1-2aP 48" X 36" (See note 9) 48" X 36" R1-2aP (See note 9) 20' spacing Devices at 100' Approx. spacing on the Taper Devices at 20' spacing on the Taper Devices at 20' on the Taper 20' spacing Devices at GENERAL NOTES TCP (2-2b) TCP (2-2a) TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" 48" X 48" CW20-1D See note 1) (Flags- Distance Sight Stopping 200' 250' 305' 360' 425' 495' 570' 645' 730' 820' mounting height. 9. The R1-2aP "YIELD TO ONCOMING TRAFFIC" sign shall be placed on a support at a 7 foot minimum In rural areas, roadways with less than 2000 ADT, work space should be no longer than 400 feet. distance. For projects in urban areas, work space should be no longer than one half city block. 8. The R1-2 "YIELD" sign traffic control may be used on projects with approaches that have adequate sight in order to protect a wider work space. 7. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, next to those shown Vehicle and TMA. to remain in place, Type 3 Barricades or other channelizing devices may be substituted for the Shadow the work. If workers are no longer present but road or work conditions require the traffic control in advance of the area of crew exposure without adversely affecting the performance or quality of 6. A Shadow Vehicle with a TMA should be used anytime it can be positioned 30 to 100 feet 5. Length of work space should be based on the ability of flaggers to communicate. 4. Flaggers should use two-way radios or other methods of communication to control traffic. ROAD XXX FT" sign, but proper sign spacing shall be maintained. 3. The CW3-4 "BE PREPARED TO STOP" sign may be installed after the CW20-4 "ONE LANE by the Engineer. may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol 1. Flags attached to signs where shown, are REQUIRED. emergency situtations. 12.Flaggers should use 24" STOP/SLOW paddles to control traffic. Flags should be limited to (See table above). increased in order to maintain stopping sight distance to the flagger and a queue of stopped vehicles. 11.If the work space is located near a horizontal or vertical curve, the buffer distances should be approved by the Engineer. 10.Channelizing devices on the center line may be omitted when a pilot car is leading traffic and TRAFFIC CONTROL ONE-LANE TWO-WAY TRAFFIC CONTROL PLAN 8-95 1-97 4-98 3-03 2-12 162 December 1985 Standard Division Operations Traffic TCP(2-3)-18 44 tcp(2-3)-18.dgn 2-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$Paved ShoulderPaved Shoulder 1/2 L 1/2 L 1/2 L 1/2 LBWork SpaceB 1/2 LWork SpaceWork Space 1/2 LBBTCP (2-3a)TCP (2-3b)XXXX48" X 24" G20-2 24" X 30" R4-2 24" X 30" R4-1 48" X 48" CW20-1D See note 1) (Flags- lights. (See notes 7 & 8) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with CW1-4R 48" X 48"XXXXMin.30'100' Approx.24" X 30" R4-1 See note 1) (Flags- 48" X 48" CW20-1D ONE LANE CLOSED 2-LANE ROADWAY WITH PAVED SHOULDERS 24" X 24" CW1-4L 48" X 48"XXX100' Approx.100'50'-30'Min.30'Min.1/2 L 1/3 LXXX48" X 48" CW20-1D See note 1) (Flags- 24" X 30" R4-1 CW1-4R 48" X 48" G20-2 Edgeline White 4" Solid Island in Buffer Yellow 4" Double Yellow Line 4" Double +4" 40' C-C. Markers on Pavement Raised Type II-A-A 1"-2"Paved ShoulderPaved Shoulderlights. (See notes 7 & 8) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with CW1-4L 48" X 48" G20-2 48" X 24" CW1-4L 48" X 48" 2-LANE ROADWAY WITH PAVED SHOULDERS ONE LANE CLOSED INADEQUATE FIELD OF VIEWADEQUATE FIELD OF VIEW XCW1-4L CW20-1D 48" X 48" CW1-4R CW1-4R X 1/3 L24" X 24" CW13-1P 24" X 24" CW13-1P CW1-6aT 36" X 36" (See note 2)CW13-1P CW1-6aT 36" X 36" (See note 2) 24" X 24" CW13-1P CW1-6aT 36" X 36" 24" X 24" CW13-1P CW1-6aT 36" X 36" 24" X 24" CW13-1P CW13-1P CW1-6aT 36" X 36" (See note 2) If applicable If applicable 24" X 30" R4-2 G20-2 48" X 24" If applicable 24" X 30" R4-2 GENERAL NOTES 48" X 24" 24" X 30" R4-2 24" X 24" 48" X 48" 24" X 30" R4-1 TCP (2-3a) 48" X 48" TCP(2-3b)ONLY TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Flashing Arrow Board Trailer Mounted Traffic Flow Attenuator (TMA) Truck Mounted Markers Ty II-AA Raised Pavement L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" 24" X 24" CW13-1P If applicable work spaces areas betweem recurrent 1/4 to 1/2 mile in rural 1000' in urban areas, or Devices spaced at 500' to Transverse Channelizing is intended for the area of the conflicting markings, not the entire work zone. sections, at 1/2(S) where S is the speed in mph. This tighter device spacing tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent channelizing devices which separate two-way traffic should be spaced on For shorter durations where traffic is directed over a yellow centerline, 9. Conflicting pavement markings shall be removed for long-term projects. next to those shown in order to protect a wider work space. 8. Additional Shadow Vehicles with TMAs may be positioned off the paved surface, in place, Type 3 Barricades or other channelizing devices may be substituted. present but road or work conditions require the traffic control to remain affecting the performance or quality of the work. If workers are no longer 30 to 100 feet in advance of the area of crew exposure without adversely 7. A Shadow Vehicle with a TMA should be used anytime it can be positioned 6. Conflicting pavement marking shall be removed for long term projects. AHEAD" signs. Proper spacing of signs shall be maintained. regulatory speed zone signs may be installed within CW20-1D "ROAD WORK 5. The R4-1 "DO NOT PASS," R4-2 " PASS WITH CARE" and construction be positioned at end of traffic queue. volume require additional emphasis to safely control traffic. Flagger should 4. Flagger control should NOT be used unless roadway conditions or heavy traffic traffic. markings may remain in place. Channelizing devices shall be used to separate 3. When work space will be in place less than three days existing pavement or for routine maintenance work, when approved by the Engineer. with the triangle symbol may be omitted when stated elsewhere in the plans, 2. All traffic control devices illustrated are REQUIRED, except those denoted 1. Flags attached to signs where shown, are REQUIRED. See note 1) (Flags- 48" X 48" TWO-LANE ROADS TRAFFIC SHIFTS ON TRAFFIC CONTROL PLAN 8-95 1-97 2-12 4-98 3-03 163 December 1985 Standard Division Operations TrafficShoulderShoulder200'Approx. 1/2 LShoulderShoulderXXX 1/3 LLLWork SpaceMin.30'B 1/2 LXXXXLBXX100'Approx.XWork Space3X for over 50 MPHX for 50 MPH or lessTCP(2-4)-18 45 tcp2-4-18.dgn 2-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$Shoulder30'MIN.XTCP (2-4b)TCP (2-4a) ONE LANE CLOSED TWO LANES CLOSEDShoulderShoulderLB 48" X 24" G20-2 CW20-5TL 48" X 48" 48" X 24" G20-2 CW20-1D 48" X 48" See note 1) (Flags- 48" X 24" G20-2 CW20-1D 48" X 48" See note 1) (Flags- CW1-4L 48" X 48" 36" X 36" CW1-4R 48" X 48" 48" X 24" G20-2 XXX 1/3 L(See note 4) 30" X 12" CW16-3aP CW20-5TR 48" X 48" CW20-5TR 48" X 48" (See note 4) 30" X 12" CW16-3aP CW20-1D 48" X 48" See note 1) (Flags- 24" X 24"Shoulderlights.(See notes 5 & 6) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with (See note 8) (See notes 5 & 6) strobe lights. oscillating or rotating, flashing, high intensity with TMA and Shadow Vehicle CW20-1D 48" X 48" See note 1) (Flags- note 4) (See 30" X 12" CW16-3aP CW1-6aT 36" X 36" 24" X 24" CW13-1P CW1-6aT CW13-1P Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT TCP (2-4a) TCP (2-4b) GENERAL NOTES the area of conflicting markings, not the entire work zone. 1/2(S) where S is the speed in mph. This tighter devices spacing is intended for at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, at channelizing devices which separate two-way traffic should be spaced on tapers 8. For shorter durations where traffic is directed over a yellow centerline, closed lane near the end of the merging taper. protect the work space from opposing traffic with the arrow board placed in the shall be used and channelizing devices shall be placed on the centerline to 7. If this TCP is used for a left lane closure, CW20-5TL "LEFT LANE CLOSED"signs to protect a wider work space. lane, on the shoulder or off the paved surface, next to those shown in order 6. Additional Shadow Vehicles with TMAs may be positioned in each closed Vehicle and TMA. Barricades or other channelizing devices may be substituted for the Shadow or work conditions require the traffic control to remain in place, Type 3 the performance or quality of the work. If workers are no longer present but road 30 to 100 feet in advance of the area of crew exposure without adversely affecting 5. A Shadow Vehicle with a TMA should be used anytime it can be positioned plaque. legend may be shown on the sign face rather than on a CW16-3aP supplemental 4. For short term applications, when post mounted signs are not used, the distance length per lane. 3. The downstream taper is optional. When used, it should be 100 feet minimum or for routine maintenance work, when approved by the Engineer. with the triangle symbol may be omitted when stated elsewhere in the plans, 2. All traffic control devices illustrated are REQUIRED, except those denoted 1. Flags attached to signs where shown, are REQUIRED. CONVENTIONAL ROADS LANE CLOSURES ON MULTILANE TRAFFIC CONTROL PLAN December 1985 2-12 8-95 1-97 4-98 3-03 164 Standard Division Operations Traffic3X for over 50 MPHX for 50 MPH or lessShoulderShoulder46 TCP(2-5)-18 2-18 tcp2-5-18.dgn DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted 30'MIN.X 1/3 LWork SpaceBBBWork SpaceL 1/2 LCW20-1D See note 1) (Flags- 48" X 48"XL100'Approx.ShoulderShoulderShoulderShoulder200'Approx.Min.30' 48" X 24" G20-2 CW20-1D 48" X 48" See note 1) (Flags- 48" X 24" G20-2 XXXXLLXXXXX1/3 L20' spacingdevices at 1/2 L Min. CW20-5TR 48" X 48" 48" X 48" CW1-4L 36" X 36" CW20-1D 48" X 48" See note 1) (Flags- CW20-5TL 48" X 48" CW20-1D 48" X 48" See note 1) (Flags- 48" X 24" G20-2 TCP (2-5b)TCP (2-5a) ONE LANE CLOSED TWO LANES CLOSED lights.(See notes 3 & 4) oscillating or strobe rotating, flashing, TMA and high intensity Shadow Vehicle with 48" X 24" G20-2 30" X 12" CW16-3aP 24" X 24" 30" X 12" CW16-3aP CW20-5TR 48" X 48" 30" X 12" CW16-3aP ShoulderShoulderXX48" X 48" CW1-4R (See notes 3 & 4) or strobe lights. oscillating flashing, intensity rotating, TMA and high Shadow Vehicle with CW13-1P CW1-6aT CW1-6aT 36" X 36" 24" X 24" CW13-1P Markings Pavement Markings Pavement TCP (2-5a) GENERAL NOTES TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT TCP (2-5b) L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" 7. Conflicting pavement markings shall be removed for long-term projects. taper. arrow board placed in the closed lane near the end of the merging centerline to protect the work space from opposing traffic, with the signs shall be used and channelizing devices shall be placed on the 6. If this TCP is used for a left lane closure, CW20-5TL "LEFT LANE CLOSED" approximately per lane, with channelizing devices spaced at 20 feet. 5. The downstream taper is optional. When used, it should be 100 feet shown in order to protect a wider work space. closed lane, on the shoulder or off the paved surface, next to those 4. Additional Shadow Vehicles with TMAs may be positioned in each channelizing devices may be substitutued for the Shadow Vehicle and TMA. require the traffic control to remain in place, Type 3 Barricades or other If workers are no longer present but road or work conditions without adversely affecting the performance or quality of the work. positioned 30 to 100 feet in advance of the area of crew eposure 3. A Shadow Vehicle with a TMA should be used anytime it can be the plans, or for routine maintenance work, when approved by the Engineer. denoted with the triangle symbol may be omitted when stated elsewhere in 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown, are REQUIRED. MULTILANE CONVENTIONAL RDS. LONG TERM LANE CLOSURES TRAFFIC CONTROL PLAN December 1985 2-128-95 1-97 4-98 3-03 165 Standard Division Operations Traffic TCP(2-6)-18 472-18 tcp2-6-18.dgn DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$MedianShoulderShoulderMedianShoulderWork SpaceBBWork SpaceWork SpaceB1000'100'TCP (2-6a)2600'1000'1600'1/3 LL500' Min.1/3 LLL30'Min.500' Min. MedianShoulderShoulder 48" X 24" G20-2 30" X 12" CW16-3aP 30" X 12" CW16-3aPShoulder ONE LANE CLOSURE TCP (2-6b)TCP (2-6c) LANE CLOSURE NEAR ENTRANCE RAMPS 48" X 24" G20-2 48" X 42" E5-1 500'FRONTAGE RD.1/3 LLMin.30'48" X 48" CW20RP-3D500' min. 48" X 24" G20-2 20' spacing Devices at Channelizing (See notes 5) Marking Pavement ShoulderLANE CLOSURE NEAR EXIT RAMPS30' Min. Min.10'Min. 6 & 7) (See notes (See notes 6 & 7) the ramp. required to enter which is normally to close a lane closure is needed details if a lane for lane closure See TCP(2-5a) 48" X 48" CW20-5TR 48" X 48" CW20-5TR 48" X 48" CW25-1T 6 & 7) (See notes Approx.100'Approx.100'Approx.100'48" X 30" R11-2bT CW20-1F 48" X 48" See note 1) (Flags- 48" X 42" E5-1 (See note 5) Marking Pavement (See note 5) Marking Pavement (See note 5) Marking Pavement for lane closure warning signs for advance See TCP(2-6a) for lane closure warning signs for advance See TCP(2-6a) 48" X 60" CW13-2 Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT shown in order to protect a wider work space. closed lane, on the shoulder or off the paved surface, next to those 7. Additional Shadow Vehicles with TMAs may be positioned in each Shadow Vehicle and TMA. Barricades or other channelizing devices may be substituted for the conditions require the traffic control to remain in place, Type 3 or quality of the work. If workers are no longer present but road or work of the area of crew exposure without adversely affecting the performance should be used anytime it can be positioned 30 to 100 feet in advance flashing, oscillating or strobe lights. A Shadow Vehicle with a TMA or strobe lights. Shadow Vehicle with TMA and high intensity rotating, 6. Shadow Vehicle with TMA and high intensity rotating, flashing,oscillating stationary work zones with the approval of the Engineer. 5. The placement of pavement markings may be omitted on Intermediate-term least two VPs, the VPs may be placed on each channelizing device. channelizing device. If night time conditions make it difficult to see at may be supplemented with vertical panels (VP) placed on everyother 4. Channelizing devices used along the work space or along tangent sections device. Chevrons may be attached to plastic drums as per BC Standards. with the Chevron Alignment Sign placed on every other channelizing 3. Channelizing devices used to close lanes may be supplemented the plans, or for routine maintenance work, when approved by the Engineer. denoted with the triangle symbol may be omitted when stated elsewhere in 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown, are REQUIRED. GENERAL NOTES DIVIDED HIGHWAYS LANE CLOSURES ON TRAFFIC CONTROL PLAN 2-12 2-94 8-95 1-97 4-98 166 December 1985 Standard Division Operations Traffic 2-18 tcp2-7-18.dgn TCP(2-7)-18 48 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$XXXXXX10'TCP (2-7b) shown for one direction Traffic Control Devices Edgeline White 4" Solid Markers Object OM-3 (See note 5) this point. extend to surface should New pavement space. enter and exit work and equipment to offset to permit workers Barricades may be Yellow Line 4" Double +4" 40' C-C. Markers on Pavement Raised Type II-A-A 1"-2" CW20-1D 48" X 48" See note 1) (Flags- 48" X 48" CW20-1A,B or C CW20-1D 48" X 48" See note 1) (Flags- (See note 2) 24" X 24" CW1-4L 48" X 48" 48" X 24" G20-2 48" X 24" CW1-6 48" X 30" R11-2 Yellow Line 4" Double +4" 40' C-C. Markers on Pavement Raised Type II-A-A 1"-2" TCP (2-7a) ROADWAY DIVERSION (See note 2) this point. extend to surface should New pavement 48" X 24" G20-2 24" X 30" R4-2 in the plans. detailed elsewhere barrier system as treatment, or other CTB with safety end 24" X 30" R4-1 (See note 6) 48" X 48" CW5-2 shown for one direction Traffic Control Devices BRIDGE WIDENING (See note 2) 48" X 24" CW1-6 (See note 2) 48" X 24" CW1-6 Edgeline White 4" Solid (Both directions) channelizing devices are used. be added if drums or longitudinal steady-burn warning lights may Warning Reflectors, chevrons or additional conspicuity at night. top of channelizing devices for Warning Reflectors may be added on 48" X 48" CW1-4R 24" X 24" CW13-1P CW13-1P If applicable GENERAL NOTES TCP (2-7b) TCP (2-7a) TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Flashing Arrow Board Trailer Mounted Traffic Flow Attenuator (TMA) Truck Mounted Markers Ty II-AA Raised Pavement Type 3 Barricade L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" widths are maintained. 6. The CW5-2 "Narrow Bridge" sign may be omitted if lane and shoulder marking. during project do not conflict with construction area pavement edge to a point where existing pavement markings left in place 5. New pavement surface should be extended across existing roadway speed limit or prevailing speed. 4. Roadway diversion design requirements should be based on posted throughout project. 3. Raised pavement markers shall be placed 40 feet c-c on centerline Engineer. in the plans, or for routine maintenance work, when approved by the denoted with the triangle symbol may be omitted when stated elsewhere 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown are REQUIRED. NARROW BRIDGES DIVERSIONS AND TRAFFIC CONTROL PLAN 8-95 1-97 4-98 2-12 3-03 167 December 1985 Standard Division Operations Traffic 49 tcp2-8-18.dgn 2-18 TCP(2-8)-18 DN:CK:DW:CK:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:$FILE$$DATE$$TIME$100'50'-100'100' Max.TCP (2-8a)TCP (2-8b)XXXXX50' - 100'100'-150'150'40' toXXXX50'-100'100'-150'150'40' todirection) in the opposing DO NOT PASS sign from the R4-1 be located across (This sign shouldX 100' Max.R1-2 48" X 36" R1-2aP (See note 7) 24" X 30" R4-1 See note 1) (Flags- CW20-1D 48" X 48" ONE LANE TWO-WAY TRAFFIC CONTROL WITH YIELD SIGNS R1-2 R1-2aP 48" X 36" 42" X 42 " X 42" (See note 7) 48" X 24" G20-2 24" X 30" R4-2 48" X 48" 48" X 48" (See note 2) 48" X 48" CW20-4D 48" X 48" CW1-4R Yield Line Temporary Yield Line Temporary 24" X 30" R4-1 48" X 48" 48" X 48" CW1-4R (See note 2) 48" X 48" CW20-4D 24" Stop Line Temporary 24" X 36" R10-6L 48" X 24" G20-2 24" X 30" R4-2 ONE LANE TWO-WAY TRAFFIC CONTROL WITH TRAFFIC SIGNAL 24" X 36" R10-6L 24" Stop Line Temporary CW5-3 CW5-3 OR OR +4" 1"-2"40' C-C. Markers on Pavement Raised Type II-A-A Yellow Line 4" Double +4" 1"-2"40' C-C. Markers on Pavement Raised Type II-A-A Yellow Line 4" Double Edgeline White 4" Solid Edgeline White 4" Solid Edgeline White 4" Solid same as below in opposite direction Warning Sign Sequence (Less Than 2000 ADT-See Note 5) 11' - Rural 10' - Urban (Urban Street Speed Conditions 30-40 mph) 11' - Rural 10' - Urban (Urban Street Speed Conditions 30-40 mph) 42"X 42"X 42" (See note 6) Beacon. Light or Flashing Flashing Warning Intensity Type B High same as below in opposite direction Warning Sign Sequence CW20-1D 48" X 48" See note 1) (Flags- 24" X 24" CW13-1P 24" X 24" CW13-1P 24" X 24" CW13-1P (Red Ball on Top) 48" X 48" 24" X 24" CW13-1P CW3-2 MINIMUM LANE WIDTH MINIMUM LANE WIDTH CW3-3 If applicable GENERAL NOTES TCP (2-8a) TCP (2-8b) TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Traffic Signal Temporary or Portable Markers Ty II-AA Raised Pavement Channelizing Devices Flag LEGEND Flagger Sign Traffic Flow Type 3 Barricade L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 *** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WSL= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X"Distance Sight Stopping 200' 250' 305' 360' 425' 495' 570' 645' 730' 820' distance for approaching motorist (See table above). 9. Portable traffic signals should be located to provide adequate stopping sight Work Zone Traffic Control Devices" list. 8. A list of approved Portable Traffic Signals can be found in the "Compliant regulatory signs shall be installed at 7 foot minimum mounting height. 7. The R1-2 "YIELD" and R1-2aP "TO ONCOMING TRAFFIC" signs and other "YIELD AHEAD" symbol sign for emphasis. 6. If power is available, a flashing beacon should be attached to the CW3-2 traffic signals should be used. 400 feet long and roadways with less than 2000 ADT. Otherwise, portable traffic control operations should be limited to work spaces less than 5. Traffic control by CW3-2 "YIELD AHEAD" symbol signs for one lane two-way intended for the area of conflicting information and not the entire work zone. recommended. The 20 foot channelizing device spacing recommendation is In such locations a maximum channelizing device spacing of 20 feet is information, such as where traffic is directed over a double yellow centerline. close spacing. This is especially important in locations of conflicting pavement markings, the channelization must be made dominant by using a very 4. For intermediate term situations, when it is not feasible to remove and restore DO NOT PASS signs and stop or yield lines. 3. Raised pavement markers shall be placed 40 feet c-c on centerline between is required with either warning sign. of the CW5-3 "ONE LANE BRIDGE" signs. The CW13-1P Advisory Speed Plaque a 48" x 48" CW20-4D "ONE LANE ROAD AHEAD" signs should be used in lieu 2. When this TCP is used at a location which does not involve a bridge, 1. Flags attached to signs where shown are REQUIRED. TWO-WAY CONTROL LONG TERM ONE-LANE TRAFFIC CONTROL PLAN December 1985 2-12 8-95 1-97 4-98 3-03 168 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 TYPICAL SECTIONS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT01.dgn1:404:38:30 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS LC TYP. 6" 50 CURB EXISTING GROUND 6" TYP. GROUND EXISTING 2% MAX 1.5% TYP. McKINNEY STREET TYPICAL SECTION 12" TYP. 6:1 MAX EX. R.O.W VARIES 6:1 MAX 1.5% TYP. N.T.S.STATION 90+79.49 TO 93+60.58 2% MAX 1.5% TYP.R.O.W.EX. R.O.W.EX. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB SLOPE TRANSITION TO 2.00%SLOPE TRANSITION TO 2.00% VARIES 2.5'-7' VARIES BIKE/PED PATH 12' FUTURE 2' LANE 14' 6:1 MAX 1.5% TYP. PGL RT PGL LT BUFFER STRIPED VARIES WIDTH WIDTH VARIES THRU LANE TURN LANE 13' 5.5'FUTURE LANE STRIPED WIDTH VARIES LC 6" GROUND EXISTING 31.5' RT PGL RT 25.5' LT PGL LT 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 11' TWO-WAY LEFT 12' TURN LANE (TYP.) GUTTER CURB & STANDARD SIDEWALK TYP. LANE 11' LANE 11' 2.00% 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) EXISTING GROUNDR.O.W.EX. R.O.W.EX. 57' B-B 2% MAX 1.5% TYP. 6:1 MAX 3:1 MAX 4:1 TYP. 2' 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' BIKE/PED PATH 12' FUTURE FUTURE 6' SIDEWALK 2.00% 3' 3' 5' 3'-5.5' BE USED FOR SUBGRADE PREP. WILL ADVISE CONTRACTOR ON MATERIAL TO SUBGRADE PREPARATION. CITY INSPECTOR SOIL MATERIAL VIA TESTING PRIOR TO OCTOBER 10, 2018. CONTRACTOR TO VERIFY PUBLISHED BY TERRACON CONSULTANTS ON GEOTECHNICAL REPORT NO. 94175295 SUBGRADE PREP. INSTRUCTIONS PER 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) 12" STABILIZED SUBGRADE* 12" STABILIZED SUBGRADE* TURN LANE 12.5' WIDTH VARIES THRU LANE McKINNEY STREET TYPICAL SECTION - TWO WAY LEFT TURN LANE N.T.S. STATION 93+60.58 TO 104+50.00 AND NO. 3 BARS @ 18" O.C.E.W SIDEWALK W/ 3000 PSI CONC 6" REINF. CONCRETE AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 6" REINF. CONCRETE SIDEWALK AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK *SUBGRADE NOTES LIME STABILIZE (36 LB/SY/6" LIFT) 154+50: BORE #9 (APPROX. STA 128+00) TO STA (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #9 (APROX. STA. 128+00): BORE #8 (APPROX. STA. 114+00) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #8 (APPROX. STA. 114+00: BORE #7 (APPROX. STA. 100+50) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" 100+50): STA 90+79.49 TO BORE #7 (APPROX. STA. CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 TYPICAL SECTIONS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT02.dgn1:404:38:32 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 51 LC 6" GROUND EXISTING 31.5' RT PGL RT 25.5' LT PGL LT 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 11' TWO-WAY LEFT 12' TURN LANE (TYP.) GUTTER CURB & STANDARD SIDEWALK TYP. LANE 11' LANE 11' 2.00% EXISTING GROUNDR.O.W.EX. R.O.W.EX. 57' B-B 2% MAX 1.5% TYP. 6:1 MAX 3:1 MAX 4:1 TYP. 2' 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' BIKE/PED PATH 12' FUTURE LC 6" GROUND EXISTING 31.5' RT PGL RT 25.5' LT PGL LT 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 11' TWO-WAY LEFT 12' TURN LANE (TYP.) GUTTER CURB & STANDARD SIDEWALK TYP. LANE 11' LANE 11' EXISTING GROUNDR.O.W.EX. R.O.W.EX. 57' B-B 2% MAX 1.5% TYP. 6:1 MAX 3:1 MAX 4:1 TYP. 2' 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' BIKE/PED PATH 12' FUTURE VARIES*2.00% 2.00% 3' 3' 5' 3'-5.5' 3'-5.5' 5' BE USED FOR SUBGRADE PREP. WILL ADVISE CONTRACTOR ON MATERIAL TO SUBGRADE PREPARATION. CITY INSPECTOR SOIL MATERIAL VIA TESTING PRIOR TO OCTOBER 10, 2018. CONTRACTOR TO VERIFY PUBLISHED BY TERRACON CONSULTANTS ON GEOTECHNICAL REPORT NO. 94175295 SUBGRADE PREP. INSTRUCTIONS PER 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) 12" STABILIZED SUBGRADE* 12" STABILIZED SUBGRADE* *SUBGRADE NOTES LIME STABILIZE (36 LB/SY/6" LIFT) 154+50: BORE #9 (APPROX. STA 128+00) TO STA (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #9 (APROX. STA. 128+00): BORE #8 (APPROX. STA. 114+00) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #8 (APPROX. STA. 114+00: BORE #7 (APPROX. STA. 100+50) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" 100+50): STA 90+79.49 TO BORE #7 (APPROX. STA. AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK AND NO. 3 BARS @ 18" O.C.E.W SIDEWALK W/ 3000 PSI CONC 6" REINF. CONCRETE AND NO. 3 BARS @ 18" O.C.E.W SIDEWALK W/ 3000 PSI CONC 6" REINF. CONCRETE AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK McKINNEY STREET CROWN TRANSITION McKINNEY STREET TYPICAL SECTION - NO CROWN N.T.S.STATION 107+50.00 TO 114+50.00 STATION 104+50.00 TO 107+50.00 N.T.S. CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 TYPICAL SECTIONS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT03.dgn1:404:38:34 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 52 LC 6" GROUND EXISTING 31.5' RT PGL RT 25.5' LT PGL LT 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 11' TWO-WAY LEFT 12' TURN LANE (TYP.) GUTTER CURB & STANDARD SIDEWALK TYP. LANE 11' LANE 11' EXISTING GROUNDR.O.W.EX. R.O.W.EX. 57' B-B 2% MAX 1.5% TYP. 6:1 MAX 3:1 MAX 4:1 TYP. 2' 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' BIKE/PED PATH 12' FUTURE VARIES*2.00% LC 6" GROUND EXISTING 31.5' RT PGL RT 25.5' LT PGL LT 100' EX. R.O.W TYP. 12" TYP. 6" LANE 11' LANE 11' TWO-WAY LEFT 12' TURN LANE (TYP.) GUTTER CURB & STANDARD SIDEWALK TYP. LANE 11' LANE 11' 2.00%2.00%EXISTING GROUNDR.O.W.EX. R.O.W.EX. 57' B-B 6:1 MAX 3:1 MAX 4:1 TYP. 5.5' 6:1 MAX 1.5% TYP. 6:1 MAX 1.5% TYP. 3:1 MAX 4:1 TYP. & GUTTER (TYP.) STANDARD CURB 2% MAX 1.5% TYP. FUTURE 6' 7'-9.5' STATION 150+79.47 TO STATION 154+50.00 57' B-B TO EX.60' B-B PAVEMENT SHIFT TRANSITION McKINNEY STREET TYPICAL SECTION- TWO WAY LEFT TURN LANE 2% MAX 1.5% TYP. 2' BIKE/PED PATH 12' FUTURE 3' 3' 5' 5' 3'-5.5' 3'-5.5' 3' 3' BE USED FOR SUBGRADE PREP. WILL ADVISE CONTRACTOR ON MATERIAL TO SUBGRADE PREPARATION. CITY INSPECTOR SOIL MATERIAL VIA TESTING PRIOR TO OCTOBER 10, 2018. CONTRACTOR TO VERIFY PUBLISHED BY TERRACON CONSULTANTS ON GEOTECHNICAL REPORT NO. 94175295 SUBGRADE PREP. INSTRUCTIONS PER McKINNEY STREET TYPICAL SECTION- TWO WAY LEFT TURN LANE N.T.S STATION 93+60.58 TO 104+50.00 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) 3" ASPHALT SURFACE (TYPE C) 3" ASPHALT BASE (TYPE B) 6" ASPHALT BASE (TYPE B) 12" STABILIZED SUBGRADE* 12" STABILIZED SUBGRADE**SUBGRADE NOTES LIME STABILIZE (36 LB/SY/6" LIFT) 154+50: BORE #9 (APPROX. STA 128+00) TO STA (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #9 (APROX. STA. 128+00): BORE #8 (APPROX. STA. 114+00) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE (24 LB/SY/6" LIFT) SAND OR CLAYEY SAND=CEMENT STABILIZE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" #8 (APPROX. STA. 114+00: BORE #7 (APPROX. STA. 100+50) TO BORE FLEX BASE TY-D GR 1-2 CONCENTRATION=REPLACE SUBGRADE WITH 12" FIELD TEST >3000 PPM SULFATE LIFT) CLAY SOIL=LIME STABILIZE (36 LB/SY/6" 100+50): STA 90+79.49 TO BORE #7 (APPROX. STA. AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK AND NO. 3 BARS @ 18" O.C.E.W SIDEWALK W/ 3000 PSI CONC 6" REINF. CONCRETE AND NO. 3 BARS @ 18" O.C.E.W SIDEWALK W/ 3000 PSI CONC 6" REINF. CONCRETE AND NO. 3 BARS @ 18" O.C.E.W W/ 3000 PSI CONCRETE 4" REINF. CONCRETE SIDEWALK McKINNEY STREET CROWN TRANSITION STATION 114+50.00 TO 119+00.00 N.T.S. N.T.S. STATION 119+00.00 TO 150+79.47 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 TYPICAL SECTIONS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDT04.dgn1:304:38:36 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS TURN LANE 10' TURN LANE 10' TURN LANE 10' CURB & GUTTER STANDARD 3:1 MAX 4:1 TYP. GROUND EXISTING SIDEWALK EXISTING GROUND EXISTING RYAN WAY TYPICAL SECTION N.T.S 31' B-B CONC. PAVEMENT 8" REINFORCED EXISTING EXISTING GRADE 53 CURB EXISTING TYP. 6" TYP. 6" 5' 1.50% W/ 8% LIME (48 LB/SY) (TYP.) 8" THICK STABILIZED SUBGRADE W/ #4 BARS @ 18" O.C. EACH WAY 4000 PSI COMPRESSIVE STRENGTH 8" THICK REINF. CONC. PAVEMENT, CROSS SLOPE MATCH EX. (SEE SHEET 85) ANCHOR JOINT 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM01.dgn1:404:38:43 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PARKING AREA PARKING AREA S S S LOT 24A LOOP 288 7-ELEVEN INC LOT 1 LOT 1 101 N LOOP 288 DENNIS J KOOP LOT 1 3612 E McKINNEY STREET McKINNEY BUILDING, LP VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC CAB. R, PG. 3 2EASEMENT2 0' PUBLI C UTI LI TYVOL. 603, PG. 520 EASEMENT 16' PUBL IC UT IL ITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. F, PG. 336 ELEC. EASEMENT20' UTILITY & CAB. F, PG. 336& ELEC.EASEMENT16' UTILITY VOL. 603, PG. 5 20 EASEMENT 16' PUBL IC UT IL ITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & WV WV WV LT LT LT LT LT 3 0 " WW30" WW30" WW8" WW8" WW 8" W 8 " W8" W8" W20 " W 20 " W 8" W24" RCP 36" RCP 36" RCP BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5'x3' BOX CULVERTEx. 6' x 3' 24" RCP 24" RCP 24" RCP 24 " RCP 24" RCP 24" RCP WV 20" W 88+00 90+00 91+00 87+00 1 0 0 7 2 +0 0 1 0 0 73+0 0 1 0 0 7 4 +0 0 89+00 54MATCHLINE STA 91+50McKINNEY STREETN LOOP 288S LOOP 2 8 8 PAVEMENT REMOVE ASPHALT 24" RCP REMOVE 254 LF REMOVE INLET BY OTHERS TO BE RELOCATED EX. POWER POLE McKINNEY STREET MEDIAN REMOVE CONCRETE SIDEWALK CONCRETE REMOVE 24" RCP REMOVE 67 LF SIGNAL BOX TRAFFIC RESET EX. REMOVE & FULL DEPTH CONC. PVM'T. REMOVE EX. FULL DEPTH CONC. PVM'T. REMOVE EX. EX. PED POLE REMOVE & RESET DRIVEWAY REMOVE CONCRETE VOL. 603, PG. 520 EASEMENT 16' PUBL IC UT IL ITY SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM02.dgn1:404:38:45 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. V E PARKING AREA S PARKING AREA 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOOP 288 7-ELEVEN INC LOT 1 LOT 1 LOT 41LOT 1 LOT 24A VOL. 603, PG. 520 EASEMENT16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY WV WV 8" WW 8" WW 8" WW 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 24" RCP 18" RCP 15" RCP 24" RCP 8" W 20" W 92+00 93+00 94+00 95+00 96+00 V S S S E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1LOT 1 LOT 1 LOT 1 CAB. D, PG. 191 16' UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY LOT 1 100 N LOOP 288 LLC 100 NORTH LOOP 288, CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT WV WV WV 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8" W8 " W6" W 6" W8" WW 8" WW 8" WW(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW6" W T 97+00 98+00 99+00 100+00 101+00 XX X X X 55MATCHLINE STA 91+50McKINNEY STREET MATCHLINE STA 96+50DRIVEDUCHESS McKINNEY STREET MATCHLINE STA 96+50MATCHLINE STA 101+5015" RCP REMOVE 44 LF 18" RCP REMOVE 31 LF24" RCP REMOVE 29 LF 24" RCP REMOVE 26 LF HEADWALL REMOVE PAVEMENT REMOVE ASPHALT HEADWALL REMOVE HEADWALL REMOVE DRIVEWAY REMOVE CONCRETE DRIVEWAY REMOVE CONCRETE DRIVEWAY REMOVE CONCRETE PAVEMENT REMOVE ASPHALT DRIVEWAY REMOVE CONCRETE HEADWALL REMOVE BY OTHERS TO BE RELOCATED EX. POWER POLE DRIVEWAY REMOVE GRAVEL DRIVEWAY REMOVE ASPHALT SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE (TYP.) REMOVE TREE (TYP.) REMOVE TREE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM03.dgn1:404:38:49 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 LOT 27 LOT 29 LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 7116' UTILITY EASEMENT 8" W 8" W 8" W 6" W 6" W 6" W6" W 6" W 8" WW 15" RCP 102+00 103+00 104+00 105+00 106+00 X X X X XXX XX X V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE 24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC 3910 E McKINNEY STREET SCOTTIE ADAMS E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF LOT 38 LOT 4LOT 3LOT 2LOT 1 LOT 29 LOT 1R CAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT WV WVWVWV6" W 6" W8" WW 8" WW 8" WW 8" W 8" W 8" W 6" W6" W 6" W 8" WW 8" WW 15" RCP 24" RCP 18" RCP 15" RCP 18" RCP 18" RCP 18" RCP 8" WW 106+00 107+00 108+00 109+00 110+00 X XXXXXXX XXXXXXXXXXXXXXXXXXX X 56MATCHLINE STA 106+00MATCHLINE STA 101+50McKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 110+50McKINNEY STREET PAVEMENT REMOVE ASPHALT 15" RCP REMOVE 31 LF 24" RCP REMOVE 16 LF 15" RCP REMOVE 16 LF 15" RCP REMOVE 29 LF 18" RCP REMOVE 47 LF 18" RCP REMOVE 37 LF 18" RCP REMOVE 24 LF 18" RCP REMOVE 31 LF CONCRETE REMOVE CONCRETE REMOVE WALL RETAINING REMOVE WALL RETAINING REMOVE BY OTHERS TO BE RELOCATED EX. POWER POLE PAVEMENT GRAVEL REMOVE OTHERS RELOCATED BY BE REMOVED AND IRON GATE TO BY OTHERS BE REMOVED IRON GATE TO DRIVEWAY REMOVE ASPHALT DRIVEWAY REMOVE CONCRETE DRIVEWAY (TYP.) REMOVE ASPAHLT DRIVEWAY REMOVE CONCRETE PAVEMENT REMOVE CONCRETE DRIVEWAY REMOVE GRAVEL 2 EX. MAILBOXES REMOVE AND RESET SIDEWALK REMOVE CONCRETE PAVEMENT REMOVE ASPHALT DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS (TYP.) REMOVE TREE REMOVE TREE (TYP.) REFERENCE ONLY (TYP.) REMOVE TREE SIDEWALK REMOVE CONCRETE SIDEWALK (TYP.) REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM04.dgn1:404:38:52 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S S STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC LOT 153 LOT 3LOT 1R LOT 151 (PT)LOT 5R1 LOT 152 CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT STRIP) E McKINNEY STREET (200' VENTURES, LP BCI REAL ESTATE WV wv1719590.20 WV wv no lid5248583.02 Ex. 8" Water Ex. 8" Water Ex. 8" Wat er Ex. 16" Water 8" WW 8" W 6" W 12" W 12" W12" W6" W 12" W 12" W 20" W16" W 20" W20" W20" W 8" WW 10" WW8" WW8" WW10" WW8" W20" W 12" W 12" W8" W 8" W 8" WW 8" WW8" WW 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6'x4'BOX CULVERT6'x4'B O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW(AB A NDON E D) 1 0" WW8" WW 10'x4' RCBC111+00 112+00 113+00 114+00 115+00 222+00223+00PARKING AREA E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP BAYLOR UNIVERSITY 4301 E McKINNEY STREET CITY OF DENTON 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT)LOT 151 (PT) LOT 159 LOT 161LOT 154 STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & WV16" W 16" W 16" W 8" W 8" W 8" WW 8" WW 15" CMP 15" CMP 116+00 117+00 118+00 119+00 57MATCHLINE STA 110+50McKINNEY STREET MATCHLINE STA 115+50MATCHLINE STA 115+50ROADN MAYHI LL ROADS MAYHI LL McKINNEY STREET 27" RCP REMOVE 31 LF 18" RCP REMOVE 304 LF HEADWALL REMOVE HEADWALL REMOVE 15" CMP REMOVE 32 LF 15" CMP REMOVE 32 LF HEADWALL REMOVE CONCRETE REMOVE LOT 5R1 MATCHLINE STA 119+00BAYLOR UNIVERSITY LOT 151 (PT) PAVEMENT REMOVE CONCRETE DRIVEWAY CONCRETE REMOVE DRIVEWAY ASPHALT REMOVE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE ASPHALT 10'x4' RCB CULVERT REMOVE 45 LF DRIVEWAY (TYP.) REMOVE GRAVEL END TREATMENT REMOVE SAFETY MAILBOX REMOVE AND RESET 65 DEMOLITION PLAN MAYHILL ROAD SEE SH. FOR REFERENCE ONLY McKINNEY STREET SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM05.dgn1:404:38:56 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PARKING AREA PBX 585.19 5/8" IRS W/RANDOM 34 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT) LOT 161 LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON FM 16" W 16" W 8" W 8" WW 8" WW 15" CMP 15" CMP 16" W 119+00 120+00 121+00 X VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4663 E McKINNEY STREETMEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 BCI REAL ESTATE VENTURES,LP LOT 151 (PT) 122+00 123+00 124+00 125+00 126+00 PARKING AREA PBX 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S WV WV 16" W 16" W 8" W 8" W 8" WW 8" WW 8" WW 18" CMP 15" RCP 15" RCP X XX McKINNEY STREET MATCHLINE STA 121+50 F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 113+99.92, 39.49' RT 58MATCHLINE STA 121+50MATCHLINE STA 126+00 PAVEMENT REMOVE ASPHALT BY OTHERS TO BE RELOCATED EX. POWER POLE 15" CMP REMOVE 41 LF 15" CMP REMOVE 20 LF BY OTHERS TO BE RELOCATED EX. POWER POLE 18" CMP REMOVE 40 LF PAVEMENT REMOVE ASPHALT 15" RCP REMOVE 16 LF 15" RCP REMOVE 16 LF McKINNEY STREETMATCHLINE STA 119+00 PAVEMENT REMOVE ASPHALT DRIVEWAY (TYP.) REMOVE ASPHALT DRIVEWAY (TYP.) REMOVE ASPHALT REMOVE TREE END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 (TYP.) REMOVE TREES MAILBOX REMOVE AND RESET SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM06.dgn1:404:38:58 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 151 (PT) LOT 168 LOT 169 VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 9 9 -R0 07730 9UTILITY EASEMENT 2 0' PUBLI C 126+00 127+00 128+00 129+00 130+00 XX X X X BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 130+00 131+00 132+00 133+00 134+00 135+00 CONCRETE PBX E X FM 16" W 16" W 8" WW 8" WW6" W 6 " W8" W 15" RCP 15" RCP 21" RCP 21" RCP 21" RCP 8" WW 8" WWWV WV WVFM 16" W 16" W 16" W 8" W 8" W 8" W10" W10" W 10" W 24" RCP 27" RCP 1 5" R C P 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CPRCBCEX.9'X6'MATCHLINE STA 130+00MATCHLINE STA 130+00MATCHLINE STA 135+00MATCHLINE STA 126+00McKINNEY STREET 15" RCP REMOVE 16 LF BY OTHERS TO BE RELOCATED EX. POWER POLE 15" RCP REMOVE 18 LF REMOVE INLET REMOVE INLET REMOVE INLET REMOVE INLET BY OTHERS TO BE RELOCATED EX. POWER POLE PAVEMENT REMOVE ASPHALT 21" RCP REMOVE 48 LF 21" RCP REMOVE 88 LF 21" RCP REMOVE 54 LF 24" RCP REMOVE 91 LF PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE ASPHALT 27" RCP REMOVE 218 LF BY OTHERS TO BE RELOCATED EX. POWER POLE HEADWALL REMOVE 9'X6' RCB CULVERT REMOVE 66 LF 2-48" RCP CULVERT REMOVE 36 LF HEADWALL REMOVE INLET REMOVE GUARDRAIL REMOVE GUARDRAIL REMOVE REMOVE INLET 24" RCP REMOVE 53 LF REMOVE HEADWALL BY OTHERS TO BE RELOCATED EX. POWER POLE McKINNEY STREETRYAN WAY59ROADN CARPENTER49 LF STEEL POST FENCE REMOVE AND RESET DRIVEWAY (TYP.) REMOVE ASPHALT DRIVEWAY REMOVE ASPHALT BY OTHERS TO BE RELOCATED EX. POWER POLE 66 DEMOLITION PLAN RYAN WAY SEE SH. FOR REMOVE INLET REMOVE INLET 24" RCP REMOVE 53 LF 15" RCP 43 LF REMOVE REMOVE TREES (TYP.) DRIVEWAY REMOVE GRAVEL TREE REMOVE RE-LOCATED BY OTHERS EX. POWER POLE TO BE MAILBOX RESET EX. REMOVE AND SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM07.dgn1:404:39:01 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. 587.025/8" IRS W/RANDOM36 5101 E McKINNEY STREET DENTON ISD LOT 1R4 E McKINNEY STREET KIM Y PHAM LOT 1 CAB. H, PG. 6220' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 135+00 136+00 137+00 138+00 139+00 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1R4 LOT 1 LOT 1, BLOCK A LOT 1, BLOCK B CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENTCAB. H, P G. 6 2 1 6' UTI LI T Y E AS E ME N T CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT 139+00 140+00 141+00 142+00 143+00 V E ES 592.87 5/8" IRS W/RANDOM 37 WV 10" W 10" W 16" W 16" W 16" W 24" RCP WV WV WVWV WV WV WVWV FM 10" W 10" W 16" W 16" W 16" W 16" W16" W8" W10" WW 10" WW10"WW16" W (F O R C E MAI N) 8" WW8" WW8" WMATCHLINE STA 143+50MATCHLINE STA 139+00MATCHLINE STA 135+00MATCHLINE STA 139+0024" RCP REMOVE 65 LF DRIVEWAY REMOVE CONCRETE BY OTHERS TO BE RELOCATED EX. POWER POLE McKINNEY STREET BY OTHERS TO BE RELOCATED EX. POWER POLE BY OTHERS TO BE RELOCATED EX. POWER POLE BY OTHERS TO BE RELOCATED EX. POWER POLE DRIVEWAY REMOVE ASPHALT McKINNEY STREET GLENNGARY WAY60 PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE ASPHALT SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM08.dgn1:404:39:04 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. S E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147BLOT 1, BLOCK B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK 144+00 145+00 146+00 147+00 148+00 E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147B LOT 1 LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT 148+00 149+00 150+00 151+00 152+00 CONCRETE E S S S 582.48 X CUT SET 38 FM T 16" W 16" W 16" W 8" WW 8" WW 8" WW 18" RCP 8" WW6" WW16" W 16" W 16" W 8" WW 8" WW 8" WW 8" WW6" WWWV WV FMFM 16" W 16" W 8" WW 8" WW 12" WW12" W W8" WW 8" WW 16" W 18" RCP BOX CULVERT4.35'x4'3 - 3 6 " CMP 8" WW 6" WW8" WW 16" W16" W16" W 8" WW 8" WW12" WW12" W W8" WW8" WW 8" WW 6" WW8" WWRCBEX.3-6'x3'8" WWMATCHLINE STA 143+50MATCHLINE STA 148+00MATCHLINE STA 152+50MATCHLINE STA 148+00BY OTHERS TO BE RELOCATED EX. POWER POLE REMOVE HEADWALL 18" RCP REMOVE 29 LF DRIVEWAY REMOVE GRAVEL BY OTHERS TO BE RELOCATED EX. POWER POLE McKINNEY STREET McKINNEY STREETS FORK DRIVEBY OTHERS TO BE RELOCATED EX. POWER POLE 18" RCP REMOVE 91 LF PAVEMENT REMOVE CONCRETE REMOVE HEADWALL 6'x3' BOX CULVERT REMOVE 140 LF REMOVE HEADWALL REMOVE HEADWALL 61 PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE ASPHALT 12" WWBY OTHERS TO BE RELOCATED EX. POWER POLE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM09.dgn1:404:39:07 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. S E McKINNEY STREET ATMOS ENERGY CORP LOT 147A E McKINNEY STREET ATMOS ENERGY CORP LOT 147B LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT 153+00 154+00 155+00 156+00 157+00 E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC K O R N U P A U L & WE N TS AI LOT 147A LOT 143, 144L O T 108 LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT V OL. 990, P G.640 15' UTILIT Y E AS E ME N T 157+00 158+00 159+00 160+00 161+00 585.97PK NAIL SET39 DD FM 8" WW 16" W 16" W 8" WW 8" WW 16" W 16" W 8" WW 8" WW 8" WW 3'x2' RCB 3'x2' RCB 16" W 16" W 16" W12" W12" W8" WW 16" W 16" W 16" W12" W12" W8" WW 24" RCP 24" RCP 18"18" RCP18"18" RCP24" RCP D RCP18" DMATCHLINE STA 152+50MATCHLINE STA 157+00MATCHLINE STA 161+50MATCHLINE STA 157+00BY OTHERS TO BE RELOCATED EX. POWER POLE REMOVE HEADWALL 3'X2' RCB REMOVE 75 LF PAVEMENT REMOVE ASPHALT McKINNEY STREET McKINNEY STREET 62 METAL BEAM GUARD FENCE REMOVE 100 LF TO BE REMOVED WITHIN R.O.W. LIMITS EX. POST AND WIRE FENCE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM10.dgn1:404:39:09 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. D E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 143, 144 LOT 147A LOT 146 E McKINNEY STREET ATMOS ENERGY CORP 162+00 163+00 164+00 165+00 166+00 X X E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 146 LOT 145 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON 166+00 167+00 168+00 169+00 170+00 594.11 5/8" IRS W/RANDOM 40 D X X X X X X X FM 16" W16" W 16" W16" W 18" RCP 18" RCPD FM 16" W 16" W16" W16" W 16" W16" W 18" RCP18" RCP D EX. GAS (EMPTY UNTIL FUTURE EXTENSION) 18" RCP MATCHLINE STA 161+50MATCHLINE STA 166+00MATCHLINE STA 170+50MATCHLINE STA 166+0063 McKINNEY STREET McKINNEY STREET BY OTHERS TO BE RELOCATED EX. POWER POLE BY OTHERS TO BE RELOCATED EX. POWER POLE BY OTHERS TO BE RELOCATED EX. POWER POLEORR ROADBY OTHERS TO BE RELOCATED EX. POWER POLE REMOVE TREE (TYP.) (TYP.) REMOVE TREE TO BE REMOVED WITHIN R.O.W. LIMITS EX. POST AND WIRE FENCE TO BE REMOVED WITHIN R.O.W. LIMITS EX. POST AND WIRE FENCE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM11.dgn1:404:39:12 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 McKINNEY STREET DEMOLITION PLAN LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. S S S 587.06 5/8" IRS W/RANDOM 41 D E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 146 LOT 143, 144 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON TRINITY ROAD E McKINNEY STREET & ON McKINNEY STREET LLC THE WOODLANDS VOL. 695, PG. 351 16' UTILITY EASEMENT VOL. XX, PG. XX UTILITY EASEMENT VARIABLE WIDTH VOL. XX, PG. XX 25' UTILITY EASEMENT VOL. XX, PG. XX 16' UTILITY EASEMENT VOL. XX, PG. XX EASEMENT 30' TEMPORARY CONSTRUCTION 171+00 172+00 173+00 174+00 175+00 16" W 16" W 16" W 21" WW 21" WW21" WW16" W 16" W 16" W 21" WW 21" WW21" WW18" RCPD 18" RCP 18" RCP 16" W RCP18" FUTURE EXTENSION) (EMPTY UNTIL 18" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP MATCHLINE STA 170+50McKINNEY STREET BY OTHERS TO BE RELOCATED EX. POWER POLE 64 TO BE REMOVED WITHIN R.O.W. LIMITS EX. POST AND WIRE FENCE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM12.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM12.dgn1:404:39:14 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL MAYHILL ROAD DEMOLITION PLAN 2019 SEP MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1.CONCRETESSDDDDS3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP 1516 E McKINNEY STREET TALOUKIE BROS ENT INC LOT 5R1 LOT 3 LOT 152 LOT 151 (PT) LOT 5R2 4001 E McKINNEY STREET CITY OF DENTON CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT12" W12" W12" W6" W12" W12" W 20 " W 20" W20" W 20" W20" W12" W 12" W 8" W 12" W 12" W 8" WW10" WW 10" WW 8" WW 8" WW 8" WW10" WW 27" RCPBOX CULVERT 6'x4' BOX CULVERT 6'x4' BOX CULVERT6'x4'18" RCP 18" RCP 24" RCPBOX CULVERT6'x4' BOX CULVERT 8'x4' 18" RCP 18" RCP18" RCP BOX CULVERT 6'x4' BOX CULVERT 8'x4'12" W(ABANDONED) 10" WW (ABANDONED)10" WW 8" WW112+00113+00222+00 221+00 220+00 223+00 224+00 225+00 McKINNEY STREETS MAYHILL ROAD N MAYHILL ROAD 65 BY OTHERS TO BE RELOCATED EX. POWER POLE PAVEMENT REMOVE ASPHALT GUTTER MEDIAN AND CURB AND REMOVE CONCRETE 6'X4' BOX CULVERT REMOVE 224 LF DRIVEWAY REMOVE CONCRETE PAVEMENT REMOVE CONCRETE 57 DEMOLITION PLAN McKINNEY STREET SEE SH. FOR REFERENCE ONLY SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE SIDEWALK REMOVE CONCRETE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2X CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM13.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDM13.dgn1:404:39:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 LEGEND X E. OF LOOP 288 TO W. OF GRISSOM ROAD NOTES: AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP RYAN WAY DEMOLITION PLAN MISC. REMOVAL TREE REMOVAL PIPE OR CULVERT REMOVAL CONCRETE SIDEWALK REMOVAL CONCRETE DRIVEWAY REMOVAL CONCRETE PAVEMENT REMOVAL ASPHALT PAVEMENT REMOVAL X KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS R.O.W. PREPARATION BID ITEM. REMOVAL PAID FOR UNDER CONTRACTOR REMOVING TREES. TREE CITY APPROVAL REQUIRED PRIOR TO 5. BE REPLACED. APPROVAL. AREAS TO BE REMOVED MUST TO BE REMOVED WITHOUT CITY CONSTRUCTION. NO EXISTING SIDEWALK STUDENT TRAFFIC THROUGHOUT STREET SHALL BE MAINTAINED FOR SIDEWALK ON NORTH SIDE OF McKINNEY 4. PLANS FOR SIGN REMOVAL. SEE PAVEMENT MARKING AND SIGNAGE 3. ADDITIONAL REMOVAL ITEMS. SEE WATER AND WASTEWATER SHEETS FOR 2. TO CONSTRUCTION. RELOCATED/ REMOVED BY OTHERS PRIOR ALL UTILITIES IN CONFLICT TO BE 1. PBX E 3 6 " T R E EBCI REAL ESTATE VENTURES,LP 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 5101 E McKINNEY STREET DENTON ISD LOT 169 LOT 151 (PT) LOT 150 LOT 1R4 5043 E McKINNEY STREET CHELA DARLINE McDONALD CAB. H, PG. 62 20' UTILITY EASEMENT WVWVWV16" W16" W8" W8" W8" W10" W21" RCP24" RCP27" RCP15" RCP24" RCP PC 129+61.61 130+00131+00132+00McKINNEY STREET66 RYAN WAY REMOVE CONCRETE PAVEMENT CURB & GUTTER REMOVE CONCRETE 59 DEMOLITION PLAN McKINNEY STREET SEE SH. FOR 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWONOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV01.dgn1:404:39:22 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA S S S 587.72 5/8" IRS W/RANDOM 3 0LOT 24A LOOP 288 7-ELEVEN INC LOT 1 LOT 1 101 N LOOP 288 DENNIS J KOOP LOT 1 3612 E McKINNEY STREET McKINNEY BUILDING, LP VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC VOL. 60 3, PG. 520 EASEMENT 16' PUBL IC UT IL ITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. F, PG. 336ELEC. EASEMENT20' UTILITY & VOL. 603, PG. 520 EASEMENT16' PUBL IC UT IL ITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & CAB. F, PG. 336& ELEC.EASEMENT16' UTILITY D.R.D.C.T. PG. 394 VOL. 440, EASEMENT DRAINAGE 40' TXDOT WV WV WV LT LT LT LT LT30" WW3 0 " WW3 0 " WW8" WW8" WW 8" W 8" W8" W8" W2 0" W 2 0" W 8" W 24" RCP 36" RCP 36" RCP BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5' x 3' BOX CULVERTEx. 6' x 3' 24" RCP 24" RCP 24" RCP 24 " RC P WV 2 0" W PT 90+20.1888+00 90+00 91+00 87+00 1 0072+ 0 0 100 7 3 +0 0 1 0 0 7 4 +0 0 89+00 24" RCP 4'X2' RCB 12" W 12" W CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC LT EX. TC T.P. 587.42 T.C. 587.92 MATCH EX. PVM'T. 90+67.14,53.69' LT (+)0.51 % LT ROW EX. GROUND AT EX.(+)0.98 %587.78588.14588.09588.3491+00 588.41587.65588.40588.38CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RTEX. TC (+)0.51 %(-)0.53 % T.P. 587.99 T.C. 588.49 MATCH EX. PVM'T. 90+76.91,30.08' RT RT ROW EX. GROUND AT 100' VC TC 588.36SAG 91+27.82E = 0.13' K = 96 EX. (-)1.30 % 588.49 VPC 90+77.00 TC 588.36(588.23)PI 91+27.00LEGEND: PROPOSED PAVEMENT DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK /SIDEWALK SHALLOW PIPE CONCRETE REPAIR FULL DEPTH EX. R.O.W MATCHLINE STA 91+50595 590 585 PROP. TCEX.ROWPROP. TCEX.ROW67 CV-1 MATCHLINE STA 91+50595 590 585 N LOOP 2 8 8S LOOP 2 8 8 N = 7128212.49 E = 2399828.06 CURVE 1 (CV-1) DEG = 6° 29' 50.28" T = 164.90' PI STA = 88+59.05 L = 326.03' = 21° 11' 00.00" RT R = 881.84' 354.41' S 63° 20' 05.00" E EX. R.O.W EX. R.O.W EX. R.O.W 6, 6 6 3. 4 1' S 0 ° 5 3' 0 6.62" W595 590 585 595 590 585 SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE STREETCL McKINNEY LOOP 288 STA 10073+29.69 McKINNEY STREET= STA 88+88.74 DENTON COUNTY, TX MINUTES COMMISIONER'S COURT PAGE 366 ATTACHED TO VOL S, DATED: 10-08-1947 RIGHT OF WAY EASEMENT McKINNEY STREET 595 590 585 595 590 585 TP 588.68 TC 588.382.82%1.50%TC 588.34 3.05%EX. TC 588.40 TC 588.09 TP 588.912.76%EX. TP 588.752.09%2.98%AT STA 93+60.58 PAVEMENT TO TYP. SECTION TRANSITION FROM EX. BEGIN CROSS-SLOPE TC 587.92 OFF 53.69' LT STA 90+67.14 AT STA 93+60.58 PAVEMENT TO TYP. SECTION TRANSITION FROM EX. BEGIN CROSS-SLOPE TC 588.49 OFF 30.08' RT STA 90+76.91 BIKE/PED PATH FUTURE 12' SIDEWALK FUTURE 6' PIPE SHALLOW F.L. 584.36 T.C. 588.36 CL 10' REC. INLET PAV STA 91+25.00, 29.95' RT PIPE SHALLOW STREET HEADER CONCRETE REINFORCED INSTALL 87 LF PAVEMENT SECTION STREET BEGIN McKINNEY STA 90+79.49 & GUTTER 24" CURB CURB MONOLITHIC TY II INCLUDING REPAIR CONCRETE DEPTH FULL CURB MONOLITHIC TY II INCLUDING REPAIR CONCRETE DEPTH FULL NOSE MEDIAN MONOLITHIC NOSE MEDIAN MONOLITHIC GUTTER CURB & 24" 1 2 4 POINTSMEDIAN NO.STATION OFFSET 1 89+98.48 3.80 2 89+98.70 7.80 3 90+62.36 -1.00 4 90+62.68 3.00 STANDARD DETAILS. SEE CITY OF DENTON MEDIAN PAVEMENT. 4" THICK COLORED CONCRETE (B-B) 4'SIDEWALK EXISTING REPLACE RAMP TYPE 1A DENTON CITY OF 3 713.5'R700'R700'ROFF 54.37' LT STA 90+75.25 OFF 54.65' LT STA 90+79.06 200'R 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV02.dgn1:404:39:25 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E PARKING AREA S PARKING AREA LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC LOT 41 101 S LOOP 288 DNB INVESTMENTS LTD LOT 1 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOT 24A LOOP 288 7-ELEVEN INC VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT WV WV 8" WW 8" WW 8" WW 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 24" RCP 18" RCP 15" RCP 24" RCP 8" W 20" W PT 94+85.56 PC 93+74.5992+00 93+00 94+00 95+00 96+00 D18" RCP 18" RCP 18" RCP 18" 24" RCP D 4'X2' RCB RCP30" 24" RCP 18" 12" W 12" W 12" W 12" W 20" W 20" W 20" W 20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W6" WCONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC LT (+)0.51 %(-)0.50 % (-)0.50 %(+)0.50 %100' VC589.11VPC 93+00.00 589.11VPT/VPC 94+00.00 100' VC E = 0.13' K = 100 589.11VPT 95+00.00 E = -0.13' K = 99 TC 589.24CREST 93+50.53TC 588.99SAG 94+50.00LT ROW EX. GROUND AT AT LT ROW EX. GROUND TC 589.24(589.36)PI 93+50.00TC 588.99(588.86)PI 94+50.00588.85589.37588.63587.10589.98590.05589.56589.39589.31590.25588.14588.60588.85589.11589.24589.11588.99589.11589.36589.61589.86588.3492+00 93+00 94+00 95+00 96+00588.46588.44588.41587.83587.88588.90588.95588.68588.49589.58589.63588.60588.85589.11589.24589.11588.99589.11589.36589.61589.86588.38CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT (+)0.51 %(-)0.50 % (-)0.50 %(+)0.50 %100' VC589.11VPC 93+00.00 589.11VPT/VPC 94+00.00 100' VC E = 0.13' K = 100 589.11VPT 95+00.00 E = -0.13' K = 99 TC 589.24CREST 93+50.53TC 588.99SAG 94+50.00RT ROW EX. GROUND AT 100' VC E = 0.13' K = 96 588.48VPT 91+77.00 (+)0.51 %TC 589.00STA 92+79.18CL DRIVETC 589.10STA 94+96.99CL DRIVETC 589.24(589.36)PI 93+50.00TC 588.99(588.86)PI 94+50.00SHALLOW PIPE McKINNEY STREET MATCHLINE STA 96+50595 590 585 EX. R.O.W PROP. TCEX.ROWPROP. TCEX.ROW68 SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE CV-2 MATCHLINE STA 91+50595 590 585 MATCHLINE STA 91+50N = 7127954.53 E = 2400341.73 CURVE 2 (CV-2) DEG = 1° 38' 13.28" PI STA = 94+30.08 L = 110.97'MATCHLINE STA 96+50354.41'S 63° 20' 05.00" E 449.52' S 61° 31' 05.00" E = 1° 49' 00.00" RT T = 55.49' R = 3,500.00' CL DRIVEWAY STA 92+79.18 CL DRIVEWAY STA 94+96.99 57' (B-B)10'R100' R.O.W.595 590 585 595 590 585 OFF 60.83' RT STA 92+79.18 20'R 15'RCR 31.50' RT STA 92+42.33 CR 31.50' RT STA 93+17.82 CR 31.50' RT STA 94+69.85 CR 31.50' RT STA 95+23.75 23.4' EX. R.O.W & GUTTER 24" CURB & GUTTER 24" CURB 15'R OFF 72.24' RT STA 94+96.99 F.L. 584.49 T.C. 588.99 CL 10' REC. INLET PAV STA 94+50.00, 27.50' LT 2.00%TC 589.23 TC 589.23 TP 589.30 2.00%TC 589.11 TC 589.11 TP 589.251.73%2.25%TC 588.85 TP 589.07 TC 588.85 1.50%2.53%1.50%TC 588.60 TP 588.88 2.58%TC 588.60 TC 588.34 1.50%TC 588.38 TP 588.68 2.82%BEGIN TYP. SECTION END CROSS-SLOPE TRANSITION STA 93+60.58 SECTION BEGIN TYP. TRANSITION END CROSS-SLOPE STA 93+60.58 TRANSITION BEGIN CROWN STA 92+00 TRANSITION END CROWN 3.00' RT STA 92+50, 1 5'RPATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK DRIVEWAY (TYP.) CONCRETE REINFORCED 8" THICK PIPE SHALLOW 20'RSTREET CL McKINNEY F.L. 583.93 TH 588.43 TOP 589.43 4'x4' SQUARE DROP INLET PAV STA 93+90.00, 45.00' LT PIPE SHALLOW F.L. 584.99 T.C. 588.99 CL 10' REC. INLET PAV STA 94+50.00, 33.50' RT R.O.W EX. A A A713.5'ROFF 47.87' LT STA 92+32.50 OFF 46.34' LT STA 92+42.44 OFF 43.94' LT STA 92+55.32 200'R200'ROFF 30.21' LT STA 93+17.42 700'R700'R28.68' RT OFF 91+64.99 STA OFF 30.73' RT STA 92+08.70 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV03.dgn1:404:39:27 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V V PARKING AREA S S S 590.91 5/8" IRS W/RANDOM 31 LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 CAB. D, PG. 191 16' UTILITY EASEMENT CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY WV WV WV 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8" WW8" W8 " W6" W 6" W6" W 6" W T PC 99+35.0897+00 98+00 99+00 100+00 101+00 24" RCP 18" RCP D18" D 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 6" W6" WSLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" WTC LT (+)0.50 %(-)0.76 % 100' VC E = -0.16' K = 79 590.23VPT 98+50.00 590.36VPC 97+50.00 LT ROW EX. GROUND AT TC 590.46CREST 97+89.56TC 589.31STA 99+70.55CL DRIVETC 590.46(590.61)PI 98+00.00 592.60592.44590.60591.27590.25589.54590.51590.53590.05592.27590.58590.11590.36590.46590.23589.85589.47589.09588.71588.32587.94589.86CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT (+)0.50 %(-)0.76 % 100' VC E = -0.16' K = 79 590.23VPT 98+50.00 590.36VPC 97+50.00 RT ROW EX. GROUND AT TC 590.46CREST 97+89.56DUCHESS DRIVETC 590.46(590.61)PI 98+00.00 97+00 98+00 99+00 100+00 101+00588.35588.67587.83588.90589.01588.80589.25589.62590.40590.41589.17590.11590.36590.46590.23589.85589.47589.09588.71588.32587.94589.86CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 101+50595 590 585 595 590 585 PROP. TCEX.ROWPROP. TCEX.ROWSUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSEMATCHLINE STA 96+50595 590 585 595 590 585 MATCHLINE STA 96+50N = 7127635.39 E = 2400929.96 CURVE 3 (CV-3) DEG = 1° 05' 28.85" PI STA = 100+99.31 L = 328.34'MATCHLINE STA 101+50449.52' S 61° 31' 05.00" E = 3° 35' 00.00" LT R = 5,250.00' T = 164.22' CV-3 69DRIVEDUCHESS 57' (B-B)57' (B-B)CONCRETE DRIVEWAY 8" THICK REINFORCED CONCRETE DRIVEWAY 8" THICK REINFORCED FENCEIRON EX. WROUGHT CL DUCHESS DRIVE STA 99+62.87 CL DRIVE STA 99+70.55 100' R.O.W.OFF 96.12' RT STA 99+40.58 231.90'S 28° 10' 43.24" WEX. R.O.W EX. R.O.W LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG EX. R.O.W EX. R.O.W 30'R30'R30'R30'R5'R10'R6'RCR 25.50' LT STA 99+13.19 CR 25.50' LT STA 100+13.91 CR 31.50' RT STA 99+08.91 CR 31.50' RT STA 100+15.43 CR 61.09' RT STA 99+85.78 33' & GUTTER 24" CURB & GUTTER 24" CURB CR 58.49' RT STA 99+38.71 OFF 96.28' RT STA 99+62.87 PATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK PATH 12' BIKE/PED FUTURE F.L. 584.21 T.C. 588.71 CL 10' REC. INLET PAV STA 100+50.00, 27.50' LT R.O.W EX. F.L. 584.21 T.C. 588.71 CL 10' REC. INLET PAV STA 100+50.00, 33.50' RT F.L. 585.74 TH 590.74 TOP 591.74 4'x4' SQUARE DROP INLET PAV STA 97+40.00, 63.00' LT SLEEVES6" PVC 6 'RA A A TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV04.dgn1:404:39:30 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA E DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 586.24 X CUT SET 32 LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 27 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 71 16' UTILITY EASEMENT 8" W 8" W 8" W 6" W 6" W 6" W6" W 6 " W6" W 8" WW 15" RCP PT 102+63.42 PC 104+55.99102+00 103+00 104+00 105+00 106+00 24" RCP18" RCP18" RCPD18" RCP36" RCP18" 12" W 20" W 20" W 20" W 20" W 12" W 12" W 12" W SLEEVES6" PVC 6" W6" WTC LT (-)0.76 % LT ROW EX. GROUND AT (-)0.52 %585.65PI 104+50.00BEGIN CROWN TRANSITION 585.59589.54587.23587.86586.84586.23588.61588.19588.69588.58587.56587.18586.80586.41586.03587.94585.65585.39585.13584.87TC RT (-)0.90 %(-)0.76 % RT ROW EX. GROUND AT TC 584.62STA 105+64.64CL DRIVE585.65PI 104+50.00102+00 103+00 104+00 105+00 106+00586.48585.26588.80584.53586.93586.08587.23587.47587.94588.31587.56587.18586.80586.41586.03585.65585.20584.75584.30587.94584.30584.53CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 106+00590 585 580 EX. R.O.W PROP. TCEX.ROWPROP. TCEX.ROWSUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE 590 585 580 MATCHLINE STA 101+50MATCHLINE STA 101+50192.57' S 65° 06' 05.00" E CV-3 70MATCHLINE STA 106+00N = 7127416.80 E = 2401400.90 CURVE 4 (CV-4) DEG = 3° 30' 02.71" PI STA = 106+18.39 L = 323.74' R = 1,636.67' T = 162.40' N = 7127635.39 E = 2400929.96 CURVE 3 (CV3) DEG = 1° 05' 28.85" PI STA = 100+99.31 L = 328.34' = 3° 35' 00.00" LT R = 5,250.00' T = 164.22' CV-4 = 11° 20' 00.00" LT CONCRETE DRIVEWAY 8" THICK REINFORCED EX. R.O.W FENCEIRON EX. WROUGHT FENCEIRON EX. WROUGHT 100' R.O.W.CL DRIVEWAY STA 105+64.64 57' (B-B)OFF 60.50' RT STA 105+71.75 15'R CR 31.50' RT STA 105+38.99 & GUTTER 24" CURB & GUTTER 24" CURB 590 585 580 590 585 580 PATH 12' BIKE/PED FUTURE SIDEWALK FUTURE 6' F.L. 580.63 T.C. 585.13 CL 10' REC. INLET PAV STA 105+50.00, 27.50' LT F.L. 579.54 TH 585.54 TOP 586.54 6'x6' SQUARE DROP INLET PAV STA 105+50.00, 42.00' LT F.L. 582.30 T.C. 586.80 CL 10' REC. INLET PAV STA 103+00.00, 27.50' LT F.L. 580.70 T.C. 585.20 CL 10' REC. INLET PAV STA 105+00.00, 33.50' RT 15'RSLEEVES6" PVC A CR 31.50' RT STA 105+92.02 DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV05.dgn1:404:39:32 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S LOT 38 LOT 4LOT 3LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1R 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF CAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY WV WVWV WV6" W 6" W 8" WW 8" WW 8" WW 8" W 8" W 8" W 6" W6" W 6" W 8" WW 8" WW 15" RCP 24" RCP 18" RCP 15" RCP 18" RCP 18" RCP 18" RCP 8" WW PT 107+79.73106+00 107+00 108+00 109+00 110+00 36" RCP 24"18"36" RCP D 18"30" RCP24" RCP18"18" R C P18"RCB 4'X4' RCB 4'X4' RCB 4'X4' 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 12" W12" WSLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC TC LT (+)1.00 %TC 582.80SAG 110+23.46LT ROW EX. GROUND AT 582.89VPC 109+90.00 100' VC E=0.19' K=67 TC 584.02STA 107+64.78CL DRIVETC 583.47STA 108+73.87CL DRIVETC 582.81STA 110+15.30CL DRIVE(-)0.52 %(-)0.50 % (-)0.50 %584.09PI 107+50.00TC 582.82(582.64)PI 110+40.00 END CROWN TRANSITION BEGIN NO CROWN 585.59584.53584.73584.65584.90584.22584.94584.19585.31584.79584.61584.35584.09583.84583.59583.34583.09582.84582.86584.87CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT (+)1.00 %TC 581.66SAG 110+23.46TC 583.23STA 107+19.34CL DRIVETC 582.66STA 108+08.75CL DRIVEAT RT ROW EX. GROUND TC 582.04STA 109+31.66CL DRIVETC 581.76STA 109+87.19CL DRIVE(-)0.90 %(-)0.50 %(-)0.50 % 100' VC E=0.19' K=67 581.75VPC 109+90.00 582.95PI 107+50.00TC 581.68(581.50)PI 110+40.00 106+00 107+00 108+00 109+00 110+00581.36580.77581.31581.11582.47582.75584.18582.50584.53584.19584.30583.85584.30583.40582.95582.70582.45582.20581.95581.70581.72584.53EX. R.O.W MATCHLINE STA 110+50590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROW590 585 580 590 585 580 MATCHLINE STA 106+00372.44' S 76° 26' 05.00" E 71MATCHLINE STA 106+00N = 7127416.80 E = 2401400.90 CURVE 4 (CV-4) DEG = 3° 30' 02.71" PI STA = 106+18.39 L = 323.74' R = 1,636.67' T = 162.40' CV-4 = 11° 20' 00.00" LTMATCHLINE STA 110+50CL DRIVEWAY STA 107+19.34 CL DRIVEWAY STA 107+64.78 CL DRIVEWAY STA 108+08.75 CL DRIVEWAY STA 108+73.87 CL DRIVEWAY STA 110+15.30 CL DRIVEWAY STA 109+87.19 CL DRIVEWAY STA 109+31.6657' (B-B)100' R.O.W.FENCE EX. IRON IRON FENCE EX. WROUGHT R.O.W EX. STREET CL McKINNEY 15'R1 5'R20'R20'R15'R1 5'R 1 0'R20'R20'RCR 25.50' LT STA 107+29.25 CR 25.50' LT STA 108+00.66 CR 31.50' RT STA 106+92.71 CR 31.50' RT STA 107+48.43 30' 32.2' CR 31.50' RT STA 108+39.46 47.7' CR 33.45' RT STA 109+59.18 CR 31.50' RT STA 109+02.77 CR 33.45' RT STA 109+68.39 CR 31.50' RT STA 110+08.52 CR 25.50' LT STA 110+48.99 CR 25.50' LT STA 109+84.47 F.L. 578.28 TH 583.28 TOP 584.28 4'x4' SQUARE DROP INLET PAV STA 108+35.00, 42.00' LT F.L. 577.80 T.C. 582.30 CL 20' REC. INLET PAV STA 108+80.00, 33.50' RT & GUTTER 24" CURB & GUTTER 24" CURB 10' R 30.3'23.4' CR 52.20' RT STA 107+19.34 OFF 59.93' RT STA 110+15.30 5'R STREET McKINNEY CR 25.50' LT STA 109+08.87, PATH 12' BIKE/PED FUTURE 8'R8'ROFF 34.38' RT STA 107+86.89 (TYP.) CONCRETE DRIVEWAY 8" THICK REINFORCED SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE F.L. 578.21 TH 583.71 TOP 584.71 5'X5' SQUARE DROP INLET PAV STA 107+30.00, 42.00' LT 30.8' 25.50' LT 108+39.23 STA OFF 57.36' LT STA 108+73.87 F.L. 579.41 TOP 583.91 W/2' RIP-RAP APRON TWO-GRATE INLET PAV STA 109+20.00, 45.50' LT F.L. 578.36 TOP 583.36 SIX-GRATE INLET PAV STA 110+15.00, 47.50' LT INLET. DRAIN TO GRATE EXISTING FLUME TO FINISHED GRADE. SET 0.1' BELOW TOP OF GRATE INLET F.L. 579.22 T.C. 583.72 CL 10' REC. INLET PAV STA 106+65.00, 33.50' RT F.L. 578.37 T.C. 582.87 CL 10' REC. INLET PAV STA 107+65.00, 33.50' RT F.L. 577.38 T.C. 581.88 CL 5' STD. INLET 33.50' RT PAV STA 109+63.80, F.L. 577.17 T.C. 581.67 CL 15' REC. INLET 33.50' RT PAV STA 110+30.00, REFERENCE ONLY 6' SIDEWALK FUTURE 15'R15'R1 5'RA A A A AA A STA 107+50.00 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT DRIVEWAY/SIDEWALK PROPOSED CONCRETE NOTES: INFORMATION. SEE MAYHILL RD SHEETS FOR ADDITIONAL6. ADDITIONAL INFORMATION. SEE TRAFFIC SIGNAL PLANS FOR5. INFORMATION. SEE LANDSCAPE SHEETS FOR ADDITIONAL4. FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS McKINNEY STREET - PHASE 2 FUTURE SIDEWALK FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVE A PTZ CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV06.dgn1:404:39:35 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S 585.34 PK NAIL SET 33 S LOT 153 LOT 3 LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 5R1 LOT 152 STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY LOT 1R 8" WW 8" W 6" W 12" W 12" W12" W6" W 12" W 12" W 20" W16" W 20" W20" W20" W 20" W 8" WW 10" WW8" WW8" WW10" WW8" W12" W20" W 12" W 12" W8" W 8" W 8" WW 8" WW8" WW 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6' x 4'BOX CULVERT6'x4'18" RCPB O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW(AB AND ONE D) 1 0" WW8" WW 10'x4' RCBC PT 112+56.89 PC 111+52.17111+00 112+00 113+00 114+00 115+00 222+00223+00224+00 PT 222+80.64 BOX CULVERT5'x4'18" RCP18"18" RCPD18"BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" D 4'X4' RCBRCB 4'X4'20" W12" W 12" W16" W 16" W10" WW20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" WCONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC LT E = 0.19' K = 67 100' VC (+)0.50 % (+)0.50 %583.13VPT 110+90.00 584.64PI 112+19.63 584.90PI 113+19.34 585.75VPC 114+90.00 120' VCTC 585.82CREST 115+14.81MAYHILL ROADAT LT ROW EX. GROUND (+)1.00 %(+)1.00 %(+)1.30 %583.73PI 111+50.00 E=-0.36' K=50 RCB 5'X4' PROP. TC 582.82(582.64)PI 110+40.00 TC 585.69(586.05)PI 115+50.00BEGIN CROWN TRANSITIONEND NO CROWN 584.26584.90583.83585.03585.98586.13585.49584.72583.93584.03584.73584.72584.85585.05585.30585.55585.79585.69583.23583.73584.38582.86CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT (+)0.75 % 100' VC E=0.19' K=67 (+)0.63 %(+)0.63 %(+)0.75 % 120' VC584.71VPC 114+90.00 TC 584.86CREST 115+27.38RT ROW EX. GROUND AT TC 581.90STA 110+80.22CL DRIVEMAYHILL ROAD(+)1.00 % (+)1.00 %581.99VPT 110+90.00 583.42PI 112+32.96584.41PI 114+50.00583.75PI 113+44.60RCB 5'X4' PROP. E=-0.36' K=50 TC 584.80(585.17)PI 115+50.00111+00 112+00 113+00 114+00 115+00580.62580.70580.12581.88582.56582.92582.88580.68580.86581.34580.77583.47583.62583.78584.10584.41584.78584.80580.77582.09582.59583.09583.47581.72EX. R.O.W CL McKINNEY STREET 590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROWSUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE 590 585 580 590 585 580 MATCHLINE STA 110+50372.44' S 76° 26' 05.00" E 72 N = 7127279.07 E = 2401971.72 CURVE 5 (CV-5) DEG = 0° 38' 11.83" PI STA = 112+04.53 L = 104.72' CV-5 MATCHLINE STA 110+50424.94' S 75° 46' 05.00" E = 0° 40' 00.00" RT T = 52.36'S MAYHI LL ROADCL DRIVEWAY STA 110+80.22 EX. R.O.W 57' (B-B)57' (B-B)OFF 63.95' LT STA 112+08.15 OFF 80.31' LT STA 113+05.99 100' R.O.W.OFF 50.80' LT STA 112+05.36 MATCHLINE STA 115+50MATCHLINE STA 115+50R = 9,000.00' 5' SIDEWALK STREET McKINNEY 10' SIDEWALK 10' SIDEWALK STA 222+65.23 MAYHILL ROAD STA 112+75.57 McKINNEY STREET 15'R1 0'R CONCRETE DRIVEWAY 8" THICK REINFORCED CR 31.50' RT STA 110+53.90 CR 31.50' RT STA 111+06.55 29'30'R30'R30'R 30'R CR 25.50' LT STA 111+76.15 CR 25.50' LT STA 113+42.91 CR 31.50' RT STA 113+81.28 CR 67.19' RT STA 113+51.8320'RCR 31.50' RT STA 112+08.56 CR 55.42' RT STA 112+38.14 CR 48.40' LT STA 113+13.76 & GUTTER 24" CURB & GUTTER 24" CURB & GUTTER 24" CURB CONCRETE DRIVEWAY REINFORCED 8" THICK INFORMATION. SEE MAYHILL RD SHEETS FOR ADDITIONAL6. ADDITIONAL INFORMATION. SEE TRAFFIC SIGNAL PLANS FOR5. INFORMATION. SEE LANDSCAPE SHEETS FOR ADDITIONAL4. FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILSROADN MAYHI LL FUTURE 12' BIKE/PED PATH SIDEWALK FUTURE 5' FUTURE 6' SIDEWALK PATH 12' BIKE/PED FUTURE 83 PAVING PLAN AND PROFILE MAYHILL ROAD SEE SH. FOR R.O.W EX. F.L. 579.43 TOP 583.93 W/2' RIP-RAP APRON SIX-GRATE INLET PAV STA 110+75.00, 45.50' LT F.L. 577.84 T.C. 582.34 CL 10' REC. INLET PAV STA 111+25.00, 33.50' RT LINK FENCE EX. CHAIN EX. R.O.W6' SIDEWALK FUTURE & GUTTER 24" CURB F.L. 579.60 T.C. 584.10 CL 10' REC. INLET PAV STA 114+00.00, 33.50' RT REFERENCE ONLY A A A A STA 114+50.00 CONCRETE STREET HEADER INSTALL 57 LF REINFORCEDSTREET HEADER CONCRETE REINFORCED INSTALL 57 LF TYPE 1B RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON TYPE 1B RAMP CITY OF DENTON TYPE 1B RAMP CITY OF DENTON 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV07.dgn1:404:39:38 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 159 4301 E McKINNEY STREET CITY OF DENTON LOT 154 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT WV16" W 16" W 16" W 8" W 8" W 8" WW 8" WW 15" CMP 15" CMP PC 116+81.83116+00 117+00 118+00 119+0018"5'X2' RCB5'X2' RCB 5'X2' RCB 18" RCP RCP 24" 16" W 16" W 16" W SLEEVES6" PVC CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC LT (-)1.92 % (-)1.92 %(+)0.55 %584.90VPT 116+10.00 120' VC E = -0.36' K = 50 584.71VPC 116+20.00583.61VPT 117+80.00160' VC E = -0.49' K = 65 (+)0.55 % LT ROW EX. GROUND AT 584.27PI 119+00.00 TC 583.52SAG 117+44.49TC 583.59STA 117+76.09CL DRIVERCB 5'X4' PROP. TC 585.69(586.05)PI 115+50.00TC 583.67(583.18)PI 117+00.00END CROWN TRANSITION STA 119+00.00 584.40584.77584.49584.52583.97584.57584.83583.83585.08584.20583.67583.52583.72584.00584.27585.69CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT RT ROW EX. GROUND AT (-)1.67 % (-)1.67 % (-)1.67 %(+)0.80 % (+)0.80 % 120' VC E = -0.36' K = 50 584.17VPT 116+10.00 584.00VPC 116+20.00160' VC E = 0.49' K = 65 583.31VPT 117+80.00TC 583.10SAG 117+28.08584.27PI 119+00.00 RCB 5'X4' PROP. TC 584.80(585.17)PI 115+50.00TC 583.16(582.67)PI 117+00.00116+00 117+00 118+00 119+00582.49584.08580.46581.27580.00580.37580.66584.32583.57583.16583.14583.47583.87584.27584.80580.12584.08584.27CL McKINNEY STREET McKINNEY STREET 590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROWSUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE 590 585 580 590 585 580 MATCHLINE STA 115+5073 N = 7127057.59 E = 2402844.97 CURVE 6 (CV-6) DEG = 0° 29' 59.69" PI STA = 121+05.43 L = 846.81'MATCHLINE STA 115+50424.94' S 75° 46' 05.00" E = 4° 14' 00.00" RT CL DRIVEWAY STA 117+75.90 EX. R.O.W EX. R.O.W 57' (B-B)100' R.O.W.T = 423.60' R = 11,461.16' CONCRETE DRIVEWAY 8" THICK REINFORCED MATCHLINE STA 119+001 5'RCR 26.15' LT STA 117+54.03 CR 25.50' LT STA 117+99.85 MATCHLINE STA 119+00CV-6 & GUTTER 24" CURB OFF 65.00' LT STA 117+71.44 PATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK F.L. 578.60 T.C. 583.10 CL 15' REC. INLET PAV STA 117+30.00, 33.50' RT F.L. 579.03 T.C. 583.53 CL 10' REC. INLET PAV STA 117+35.00, 27.50' LT REFERENCE ONLY 1 5 'R& GUTTER 24" CURB A 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV08.dgn1:404:39:41 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 585.19 5/8" IRS W/RANDOM 34 BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT) LOT 161 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON (OLD DCAD 1P, 1P2, 1R), AC LOT 162, 163, 164 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY FM 16" W 16" W 8" W 8" WW 8" WW 15" CMP 15" CMP 16" W 119+00 120+00 121+00 5'X2' RCB 24" RCP 24" RCP 5'X2' RCB18" 16" W 16" W SLEEVES 6" PVC 6" PVC SLEEVES (+)0.80 % LT ROW EX. GROUND AT TC LT TC 585.30STA 120+29.07CL DRIVETC 585.77STA 120+87.29CL DRIVE584.27PI 119+00.00 584.27584.67585.07585.47585.87586.27585.88586.83584.77585.03587.28587.76584.27584.67585.07585.47585.87586.27119+00 120+00 121+00586.36587.19584.08585.01587.21586.95584.08584.27CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL (+)0.80 % RT ROW EX. GROUND AT TC RT584.27PI 119+00.00 590 585 580 590 585 580 590 585 580 590 585 580 MATCHLINE STA 121+50N = 7127057.59 E = 2402844.97 CURVE 6 (CV-6) DEG = 0° 29' 59.69" PI STA = 121+05.43 L = 846.81'MATCHLINE STA 121+50 = 4° 14' 00.00" RT F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 113+99.92, 39.49' RT T = 423.60' R = 11,461.16' 74PROP. TCEX.ROWPROP. TCEX.ROWEX. R.O.W57' (B-B)CL DRIVE STA 120+29.07 CL DRIVE STA 120+87.29 SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE (TYP.) CONCRETE DRIVEWAY 8" THICK REINFORCED MATCHLINE STA 119+00MATCHLINE STA 119+0015'RCR 25.50' LT STA 120+57.32 CR 25.50' LT STA 121+17.27 & GUTTER 24" CURB & GUTTER 24" CURB 15'R15'RPATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK OFF 60.03' LT STA 120+80.45 1 5'R F.L. 580.45 T.C. 584.95 CL 10' REC. INLET PAV STA 119+85.00, 33.50' RT F.L. 579.95 T.C. 584.95 CL 20' REC. INLET PAV STA 119+85.00, 27.50' LT F.L. 581.19 T.C. 586.19 CL 20' REC. INLET PAV STA 121+40.00, 27.50' LT CR 25.50' LT STA 120+06.54 STREET CL McKINNEY CV-6R.O.W.100' R.O.W EX. END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 McKINNEY STREET LOT 161 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT (OLD DCAD 1P, 1P2, 1R), AC LOT 162, 163, 164 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON OFF 62.65' LT STA 120+23.05 CR 25.50' LT STA 120+46.17 A A 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV09.dgn1:404:39:44 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S BAYLOR UNIVERSITY 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 151 (PT) LOT 166 LOT 167 (OLD DCAD 1P, 1P2, 1R), AC LOT 162, 163, 164 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON BCI REAL ESTATE VENTURES,LP LOT 151 (PT) VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY WV WV 16" W 16" W 8" W 8" W 8" WW 8" WW 8" WW 18" CMP 15" RCP 15" RCP PT 125+28.65122+00 123+00 124+00 125+00 126+00 16" W16" W 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES586.67586.93587.19587.44587.70587.92587.89587.66587.42588.33588.23588.61588.16588.29587.98588.31588.36588.16586.27587.76(+)0.80 %(+)0.52 % (+)0.52 %(-)0.50 % 100' VC 587.81VPT 125+20.00587.81VPC 124+20.00LT ROW EX. GROUND AT TC LTTC 586.64STA 121+96.22CL DRIVETC 587.94CREST 124+70.82E = -0.12' K = 98.4 (-)0.50% 100' VC E = -0.12' K = 98.4 (-)0.50%586.67PI 122+00.00TC 587.94(588.06)PI 124+70.00 586.67586.93587.19587.44587.70587.92587.89587.66587.42122+00 123+00 124+00 125+00 126+00585.73585.89585.96585.85585.74585.52586.59586.30586.89586.27586.95587.42585.52100' VC E = -0.13' K = 98 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL (+)0.80 %(+)0.52 %587.81VPC 124+20.00587.81VPT 125+20.00TC RT TC 587.94CREST 124+70.82(+)0.52 %(-)0.50 %586.67PI 122+00.00TC 587.94(588.06)PI 124+70.00 RT ROW EX. GROUND AT 5'X2' RCB 36" RCPRCB 5'X3' McKINNEY STREET 590 585 595 590 585 595 PROP. TCEX.ROWPROP. TCEX.ROW590 585 595 590 585 595 MATCHLINE STA 121+50N = 7127057.59 E = 2402844.97 CURVE 6 (CV-6) DEG = 0° 29' 59.69" PI STA = 121+05.43 L = 846.81'MATCHLINE STA 121+50 = 4° 14' 00.00" RT T = 423.60' R = 11,461.16' CV-6 MATCHLINE STA 126+0075MATCHLINE STA 126+00432.96' S 71° 32' 05.00" ECL McKINNEY STREET CONCRETE DRIVEWAY 8" THICK REINFORCED CL DRIVEWAY STA 121+92.22 EX. R.O.W EX. R.O.W EX. WIRE FENCE100' R.O.W.57' (B-B)SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE 2 0'RCR 25.50' LT STA 121+64.72 CR 25.50' LT STA 122+26.50 & GUTTER 24" CURB & GUTTER 24" CURB PATH 12' BIKE/PED FUTURE 6' SIDEWALK FUTURE CR 58.38' LT STA 121+96.22 F.L. 580.97 TH 587.47 TOP 588.47 4'x4' SQUARE DROP INLET 59.50' LT PAV STA 122+95.00, 5'R 15'R5'R A A 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV10.dgn1:404:39:46 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB LOT 151 (PT) LOT 168 LOT 169 5043 E McKINNEY STREET CHELA DARLINE McDONALD VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY DOC # 9 9 -R00773 0 9 2 0' PUBLI C UTI LI TY EASEMENTSTREET 5043 E McKINNEY McDONALD CHELA DARLINE VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY FM 16" W 16" W 8" WW 8 " WW6" W 6 " W6 " W8" W 15" RCP 15" RCP 21" RCP 21" RCP 21" RCP PC 129+61.61126+00 127+00 128+00 129+00 130+00 16" W 16" W 16" W 16" W 16" W SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC 587.18587.24586.99586.74586.49586.24585.99587.47587.37587.58587.28587.36587.38587.15587.20587.98587.42578.29587.42587.18587.29587.24586.99586.74586.49586.24585.99126+00 127+00 128+00 129+00 130+00585.05584.74585.52585.32585.71586.24584.58585.07585.96587.42585.52585.99585.96(-)0.50 % LT ROW EX. GROUND AT TC LTTC 587.21STA 126+41.32CL DRIVETC 586.90STA 128+17.95CL DRIVETC 586.47STA 129+03.63CL DRIVETC 586.13STA 129+72.82CL DRIVE587.23VPC 126+37.50(-)0.50%(+)0.50%587.23VPT 126+87.50587.27VPC 126+95.00E = -0.07' K = 50 50' VC 587.27VPT 127+45.00(+)0.50% E = -0.06' K = 50 50' VC (-)0.50 %TC 587.17SAG (587.10)PI 126+62.50TC 587.33CREST (587.39)PI 127+20.00 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL RT ROW EX. GROUND AT TC RTTC 587.22STA 126+85.55CL DRIVE587.23VPC 126+37.50(-)0.50 %587.23VPT 126+87.50(+)0.50 %587.26VPC 126+95.00(+)0.50 %(-)0.50 %587.26VPT 127+45.00E = -0.06' K = 50 50' VC E = -0.06' K = 50 50' VCTC 587.18SAG (587.10)PI 126+62.50 TC 587.33CREST (587.39)PI 127+20.00D 18" RCP18" RCP36" R C P 18" RCP 36" RCP 36" RCP18"18" RCPD 36" RCP RCP 24" 4'x3' RCB 590 585 580 590 585 580PROP. TCEX.ROWPROP. TCEX.ROW590 585 580 590 585 580 MATCHLINE STA 126+00N = 7126786.29 E = 2403657.43 CURVE 7 (CV-7) DEG = 0° 55' 00.24" PI STA = 134+97.42 = 9° 48' 00.00" RT CL DRIVEWAY STA 126+85.55 T = 535.81' R = 6,250.00' CV-7 MATCHLINE STA 126+0076MATCHLINE STA 130+00MATCHLINE STA 130+00432.96' S 71° 32' 05.00" E L = 1,069.01' CL McKINNEY STREET F.L. 582.67 T.C. 587.17 CL 10' REC. INLET PAV STA 126+70.37, 27.50' LT F.L. 582.67 T.C. 587.17 CL 10' REC. INLET PAV STA 126+54.63, 33.50' RT R.O.W EX. EX. R.O.W FENCE EX. WIRE CL DRIVEWAY STA 126+41.32 CL DRIVEWAY STA 128+17.95 CL DRIVEWAY STA 129+03.63 CL DRIVEWAY STA 129+72.82 R.O.WEX. 100' R.O.W.57' (B-B)SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE 1 0'R10'R25' R 25'R 10'R10'RCR 25.50' LT STA 126+24.95 CR 25.50' LT STA 126+54.87 CR 31.50' RT STA 126+70.13 CR 31.50' RT STA 127+01.72 10.8' CR 25.50' LT STA 127+91.48 CR 25.50' LT STA 128+42.48 9.1' CR 25.50' LT STA 128+89.27 CR 25.50' LT STA 129+22.47 CR 25.50' LT STA 129+53.80 CR 25.50' LT STA 129+95.70 & GUTTER 24" CURB 20'R15'R 10'R10'R10'RROADCARPENTER N. OFF 52.64' LT STA 129+62.76 OFF 54.16' LT STA 129+64.74 16.9'GRAVEL DRIVEWAY MATCH EX. 6' SIDEWALK FUTURE & GUTTER 24" CURB BIKE/PED PATH FUTURE 12'F.L. 580.36 TH 586.36 TOP 587.36 CONSTRUCT 5'X5' DROP INLET PAV STA 127+50.00, 57.50' LT F.L. 581.80 T.C. 586.30 CL 10' REC. INLET 27.50' LT PAV STA 129+38.50, F.L. 581.67 T.C. 586.67 CL 10' REC. INLET 27.50' LT PAV STA 128+65.00, OFF 50.00' LT STA 129+11.37 FENCE POST STEEL EX. F.L. 580.94 TOP 586.94, TH 585.94 2'x2' DROP INLET 35.50' LT PAV STA 128+50.00, STREET McKINNEY 1 0' R A A A A A TYPE 1A RAMP CITY OF DENTON 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV11.dgn1:404:39:49 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE PBX E 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ LOT 1R4 LOT 150 BCI REAL ESTATE VENTURES,LP LOT 151 (PT) E McKINNEY STREET KIM Y PHAM LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT LOT 169 STREET 5043 E McKINNEY McDONALD CHELA DARLINE WV WV WVFM 16" W 16" W 16" W 8" W 8" W 8" W10" W10" W 10" W 24" RCP 27" RCP 15" R C P 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CPRCBCEX.9'X6'PTZ 130+00 131+00 132+00 133+00 134+00 135+00 16" W 16" W 16" W 16" W 1 0 " W6" PVC SLEEVES 6" PVC SLEEVES 585.74585.49585.24584.99584.74584.49 584.47584.82585.55586.43583.27584.25584.08578.56 585.72587.33585.19584.96587.56585.66585.99587.20 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL 150' VC LT ROW EX. GROUND AT TC LT 584.52VPC 132+95.00585.46VPT 134+45.00 TC 584.43SAG 133+28.17(-)0.50 %(-)0.50 % E = 0.42' K = 66.3 (+)1.76 % (+)1.76 % PROP. 3-6'X3' RCB TC 584.56(584.14)PI 133+70.00RYAN WAY585.99585.74585.49585.24584.99584.74584.49 584.47584.82585.55586.43130+00 131+00 132+00 133+00 134+00 135+00583.19584.05583.33579.43 584.77586.23585.96584.85584.16586.05585.82585.99585.96586.43586.23 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL (-)0.50 %(+)1.76 %585.46VPT 134+45.00 150' VC584.51VPC 132+95.00RT ROW EX. GROUND AT TC RT TC 584.65STA 132+67.33CL DRIVETC 584.43SAG 133+28.17E = 0.42' K = 66.3 (-)0.50 % PROP. 3-6'X3' RCB TC 584.56(584.14)PI 133+70.00BOX CULVERT3-6'x3'D18" 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP24" RCP24"24"18"RCB 5'X3' 18" RCP 4'X3' RCB 4'X3' RCB McKINNEY STREET 590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROW590 585 580 590 585 580 MATCHLINE STA 130+00N = 7126786.29 E = 2403657.43 CURVE 7 (CV-7) DEG = 0° 55' 00.24" PI STA = 134+97.42 = 9° 48' 00.00" RT T = 535.81' R = 6,250.00' CV-7 77MATCHLINE STA 135+00MATCHLINE STA 130+00L = 1,069.01'MATCHLINE STA 135+00RYAN WAYCL McKINNEY STREET F.L. 581.24 T.C. 585.74 CL 10' REC. INLET PAV STA 130+50.00, 33.50' RT F.L. 579.94 T.C. 584.44 CL 10' REC. INLET PAV STA 133+35.00, 33.50' RT F.L. 581.05 T.C. 585.55 CL 10' REC. INLET PAV STA 134+50.00, 33.50' RT SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE R.O.WEX. EX. R.O.W EX. R.O.W CL DRIVEWAY STA 132+67.33 100' R.O.W.EX. GUARDRAIL FENCE EX. WOOD FENCE EX. IRON EX. GUARDRAIL FENCE EX. IRON 57' (B-B)CONCRETE DRIVEWAY 8" THICK REINFORCED 25'R30'RCR 25.50' LT STA 130+78.35 CR 25.50' LT STA 132+02.02 29.5' CR 31.50' RT STA 132+37.32 CR 31.50' RT STA 132+97.33 & GUTTER 24" CURB & GUTTER 24" CURB PATH 12' BIKE/PED FUTURE 15'R1 5'R 84 PAVING PLAN AND PROFILE RYAN WAY SEE SH. FOR F.L. 579.94 T.C. 584.44 CL 15' REC. INLET STA 133+37.50, 27.50' LT F.L. 580.81 TH 585.81 TOP 586.81 DROP INLET CONSTRUCT 4'X4' 42.00' LT PAV STA 130+70.00, SIDEWALK FUTURE 6' F.L. 580.46 T.C. 584.96 CL 10' REC. INLET PAV STA 132+05.00, 33.50' RT A A CL RYAN WAY STA 131+47.51 TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON F.L. 580.74 T.C. 585.74 CL 10' REC. INLET 27.50' LT PAV STA 130+50.00, 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV12.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV12.dgn1:404:39:51 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS E 587.02 5/8" IRS W/RANDOM36 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT WV 10" W 10" W 16" W 16" W 16" W 24" RCP 135+00 136+00 137+00 138+00 139+00 16" W 16" W 16" W 6" PVC SLEEVES 587.31588.19588.82589.20589.58589.96590.34590.72592.52592.77591.39592.08592.71589.37590.63589.08586.43587.33LT ROW EX. GROUND AT TC LT(+)1.76 % (+)0.76 %588.63PI 136+25.00TC 587.99STA 135+88.61CL DRIVE586.43587.31588.19588.82589.20589.58589.96590.34590.72135+00 136+00 137+00 138+00 139+00591.83591.90590.77591.43591.39589.53590.27586.23588.21586.43586.23590.72591.39RT ROW EX. GROUND AT TC RT (+)1.76 %588.63PI 136+25.00(+)0.76 % 18" RCP 24" RCP 18" RCP McKINNEY STREET PROP. TCEX.ROWPROP. TCEX.ROW595 590 585 MATCHLINE STA 135+00N = 7126786.29 E = 2403657.43 CURVE 7 (CV-7) DEG = 0° 55' 00.24" PI STA = 134+97.42 = 9° 48' 00.00" RT T = 535.81' R = 6,250.00' CV-7 78MATCHLINE STA 139+00L = 1,069.01'MATCHLINE STA 135+00MATCHLINE STA 139+00F.L. 584.70 T.C. 589.20 CL 10' REC. INLET PAV STA 137+00.00, 27.50' LT CL McKINNEY STREET CL DRIVEWAY STA 135+88.61 R.O.WEX. EX. R.O.W SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE CONCRETE DRIVEWAY 8" THICK REINFORCED 57' (B-B)57' (B-B)100' R.O.W.595 590 585 595 590 585 595 590 585 35'R35'R CR 25.50' LT STA 135+39.13 CR 25.50' LT STA 136+37.90 & GUTTER 24" CURB & GUTTER 24" CURB OFF 84.45' LT STA 135+88.61 PATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK F.L. 581.93 T.C. 586.43 CL 10' REC. INLET PAV STA 135+00.00, 27.50' LT A TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV13.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV13.dgn1:404:39:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES 592.87 5/8" IRS W/RANDOM 37 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1, BLOCK A LOT 1, BLOCK B 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT C AB. H, P G. 6 2 1 6' U TI LI T Y E AS E ME NT CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT WV WV WVWV WV WV WVWV FM 10" W 10" W 16" W 16" W 16" W 16" W16" W8" W8" W10" WW 10" WW 10" WW10"WW16" W ( F O R C E MAI N) 8" WW8" WW8" W PT 140+30.62139+00 140+00 141+00 142+00 143+00 16" W 16" W 16" W 16" W16 " W16" W16" W 16" W 16" W 6" PVC SLEEVES SLEEVES 6" PVC 6" PVC SLEEVES591.10591.48591.86592.24592.62592.99593.11592.85592.21593.32593.52592.72593.07592.64592.42592.40592.39592.40590.72592.71(+)0.76 %(-)2.56 %LT ROW EX. GROUND AT TC LT 592.92VPC 141+90.00 E = -0.91' K = 66 220' VC TC 592.85 (593.76) PI 143+00.00 TC 593.02 STA 142+04.57 CL DRIVE TC 593.12 CREST 142+40.36 (+)0.76 %590.72591.10591.48591.86592.24592.62592.99593.11592.85592.21139+00 140+00 141+00 142+00 143+00590.75590.47590.69590.78590.39591.39589.81589.78590.47589.46590.72591.39CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT (+)0.76 %(-)2.56 % RT ROW EX. GROUND AT GLENNGARY WAY592.92VPC 141+90.00 E = -0.91' K = 66 220' VC TC 592.85 (593.76) PI 143+00.00 TC 593.12 CREST 142+40.36 (+)0.76 % D18"24" RCP 18"RCP McKINNEY STREET PROP. TCEX.ROWPROP. TCEX.ROW590 585 595 590 585 595 MATCHLINE STA 139+00N = 7126786.29 E = 2403657.43 CURVE 7 (CV-7) DEG = 0° 55' 00.24" PI STA = 134+97.42 = 9° 48' 00.00" RT T = 535.81' R = 6,250.00' CV-7 79MATCHLINE STA 143+50L = 1,069.01'MATCHLINE STA 139+00MATCHLINE STA 143+50WAYGLENNGARY 1,216.03' S 61° 44' 05.00" E OFF 84.71' RT STA 139+84.20 OFF 50.96' LT STA 142+00.03 CL McKINNEY STREET 57' (B-B)100' R.O.W.CL DRIVEWAY STA 142+04.57 CL GLENNGARY WAY STA 139+78.36 F.L. 586.30 T.C. 590.80 CL 10' REC. INLET PAV STA 139+10.00, 27.50' LT R.O.WEX. R.O.W EX. R.O.WEX. SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE FENCE EX. WOOD FENCE EX. WOOD 590 585 595 590 585 595 30'R 20'R20'RCR 31.50' RT STA 139+26.94 CR 31.50' RT STA 140+33.38 CR 25.50' LT STA 141+71.70 CR 25.50' LT STA 142+33.16 & GUTTER 24" CURB & GUTTER 24" CURB 6' SIDEWALK FUTURE PATH 12' BIKE/PED FUTURE F.L. 587.85 T.C. 592.35 CL 10' REC. INLET PAV STA 141+15.00, 27.50' LT 30'R F.L. 587.36 T.C. 591.86 CL 10' REC. INLET PAV STA 140+50.00, 33.50' RT SIDEWALK FUTURE 6' A A CONCRETE DRIVEWAY 8" THICK REINFORCED A TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV14.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV14.dgn1:404:39:56 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET KIM Y PHAM E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147B LOT 1, BLOCK B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK 5301 E McKINNEY STREET YES COMPANIES KEY LLC FM T 16" W 16" W 16" W 8" WW 8" WW 8" WW 18" RCP 8" WW6" WW144+00 145+00 146+00 147+00 148+00 16" W 16" W 16" W 16" W SLEEVES 6" PVC 591.19589.92588.65587.62586.90586.47586.12585.76585.41588.89587.84591.61590.06586.32585.89586.97586.69585.13592.21592.64CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL (-)2.56 %(-)0.71 % LT ROW EX. GROUND AT TC LT590.94VPT 144+10.00 220' VC E = -0.91' K = 66 586.58VPT 146+35.00 589.02VPC 144+85.00 150' VC E = 0.35' K = 81 TC 587.45 (587.10) PI 145+60.00 591.19589.92588.65587.62586.90586.47586.12585.76585.41144+00 145+00 146+00 147+00 148+00587.04585.53590.02588.68583.39582.81584.68583.96582.44592.21590.39585.41582.44CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL (-)2.56 %(-)0.71 %586.58VPT 146+35.00 150' VC E = 0.35' K = 81 589.02VPC 144+85.00 RT ROW EX. GROUND AT TC RT 220' VC E = -0.91' K = 66 590.94VPT 144+10.00 TC 587.45 (587.10) PI 145+60.00 TC 590.71STA 144+18.85CL DRIVED18"RCP18"18" RCP McKINNEY STREET PROP. TCEX.ROWPROP. TCEX.ROW595 590 585 MATCHLINE STA 143+5080MATCHLINE STA 148+00MATCHLINE STA 143+501,216.03' S 61° 44' 05.00" E MATCHLINE STA 148+00F.L. 582.19 T.C. 586.69 CL 10' REC. INLET PAV STA 146+20.00, 33.50' RT CL DRIVEWAY STA 144+18.85 CL McKINNEY STREET 100' R.O.W.57' (B-B)R.O.WEX. EX. R.O.W SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE CONCRETE DRIVEWAY 8" THICK REINFORCED FENCE EX. WOOD LINK FENCE EX. CHAIN LINK FENCE EX. CHAIN 595 590 585 595 590 585 595 590 585 CR 31.50' RT STA 143+97.06 CR 31.50' RT STA 144+40.64 12' & GUTTER 24" CURB & GUTTER 24" CURB PATH 12' BIKE/PED FUTURE 6' SIDEWALK FUTURE F.L. 583.12 T.C. 587.62 CL 10' REC. INLET PAV STA 145+50.00, 27.50' LT 1 5'RA15'R 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV15.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV15.dgn1:404:39:59 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE E S S S 582.48 X CUT SET 38 E McKINNEY STREET ATMOS ENERGY CORP LOT 147B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC WV WV FMFM 16" W 16" W 8" WW 8" WW 12" WW12" W W 8" WW 8" WW 16" W 18" RCP BOX CULVERT4.35'x4'3- 3 6 " CMP 8" WW 6" WW8" WW RCBEX.3-6'x3' PC 152+46.66148+00 149+00 150+00 151+00 152+00 16" W 16" W 16" W 16" W 6" PVC SLEEVES 12" WW585.06584.71584.35584.00582.57582.29583.13582.05581.61584.11583.12584.67584.36585.41585.13583.75583.50583.25583.00582.78 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL LT ROW EX. GROUND AT TC LT 582.83VPC 152+35.00 S FORK DRIVE(-)0.71 %(-)0.50 %584.00PI 150+00.00 (-)0.50 % 50'VC E=0.07' K=47 PROP. 3-7'X3' RCB 585.41585.06584.71584.35148+00 149+00 150+00 151+00 152+00579.24578.10580.80580.11579.41582.44581.74581.45582.18581.90585.41582.44584.00583.75583.50583.25583.00582.78 CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT AT RT ROW EX. GROUND (-)0.71 %(-)0.50 %582.83VPC 152+35.00 (-)0.50 %584.00PI 150+00.00 50'VC E=0.07' K=47 PROP. 3-7'X3' RCB SHALLOW PIPE 18" RCP 18" RCP18"24" RCP 24" RCP 18" RCP24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROW590 585 580 590 585 580 MATCHLINE STA 148+0081MATCHLINE STA 152+501,216.03' S 61° 44' 05.00" E MATCHLINE STA 148+00MATCHLINE STA 152+50S FORK DRIVEN = 7125695.37 E = 2405879.01 CURVE 8 (CV-8) DEG = 2° 30' 00.00" PI STA = 154+40.11 = 9° 39' 00.00" RT T = 193.46' R = 2,291.83' CV-8 L = 386.00' OFF 63.76' LT STA 150+23.45 CL S FORK DRIVE STA 150+23.45100' R.O.W.57' (B-B)R.O.WEX. R.O.WEX. R.O.WEX. F.L. 579.85 T.C. 584.35 CL 10' REC. INLET PAV STA 149+50.00, 33.50' LT SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE EX. WOOD FENCE FENCE EX. CHAIN LINK EX. WOOD FENCE FENCE EX. WOOD POND EX. DETENTION POND EX. DETENTION 3 0'RCR 25.50' LT STA 149+68.89 CR 25.50' LT STA 150+77.91 & GUTTER 24" CURB FUTURE 6' SIDEWALK & GUTTER 24" CURB BOXES SHALLOW F.L. 580.42 T.C. 584.92 CL 10' REC. INLET 27.50' LT PAV STA 148+70.00, STREET CL McKINNEY CONCRETE STREET HEADER INSTALL 109 LF REINFORCED BEGIN CONCRETE PAVEMENT END ASPHALT PAVEMENT W/ 8% LIME (48 LB/SY) (TYP.) 8" THICK STABILIZED SUBGRADE W/ #4 BARS @ 18" O.C. EACH WAY 4000 PSI COMPRESSIVE STRENGTH 8" THICK REINF. CONC. PAVEMENT, PATHBIKE/PED FUTURE 12' SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 58 LF 30'RPVMT SECTION MATCH EX. McKINNEY STREET A F.L. 578.57 T.C. 583.07 CL 10' STD. INLET PAV STA 150+47.92, 60.50' LT F.L. 578.94 T.C. 583.94 CL 10' STD. INLET PAV STA 149+98.96, 62.32' LT TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON WALL EX. BRICK 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV16.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV16.dgn1:404:40:02 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLPAVING PLAN & PROFILE R305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET ATMOS ENERGY CORP LOT 147A E McKINNEY STREET ATMOS ENERGY CORP LOT 147B 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT FM 8" WW 16" W 16" W 8" WW 8" WW 3'x2' RCB 3'x2' RCB PC 152+46.66 PT 156+32.66153+00 154+00 155+00 156+00 157+00 16" W 16" W 16" W 16" W 581.94581.40581.69581.61583.78582.93583.21583.50583.78582.78CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL LT ROW EX. GROUND AT TC LT EX.(+)0.58 % T.P. 583.28 T.C. 583.78 MATCH EX. PVM'T. 154+50.00, 27.80' LT EX. TC (+)0.57 %582.84VPT 152+85.00 (-)0.50 % (+)0.57 %TC 582.77SAG 152+58.41E=0.07' K=47 50'VC E=0.07' K=47 TC 582.77(582.70)PI 152+60.00153+00 154+00 155+00 156+00 157+00580.51579.99579.81579.41583.78582.93583.21583.50583.78582.78CONTENT OPT. MOISTURE BETWEEN 0 TO +3% PER ASTM D698 MAX. DENSITY TO MIN. 95% COMPACTED FILL TC RT AT RT ROW EX. GROUND EX.(+)0.58 % EX. TCT.P. 583.28 T.C. 583.78 MATCH EX. PVM'T. 154+50.00, 32.21' RT (+)0.57 % (-)0.50 %582.84VPT 152+85.00 (+)0.57 % E=0.07' K=47 TC 582.77SAG 152+58.4150'VC E=0.07' K=47 TC 582.77(582.70)PI 152+60.0018" RCP3'x2' RCB 18" RCP 18" McKINNEY STREET 590 585 580 590 585 580 PROP. TCEX.ROWPROP. TCEX.ROW590 585 580 590 585 580 MATCHLINE STA 152+5082MATCHLINE STA 152+50CV-8 804.20' S 52° 05' 05.00" E N = 7125695.37 E = 2405879.01 CURVE 8 (CV-8) DEG = 2° 30' 00.00" PI STA = 154+40.11 = 9° 39' 00.00" RT T = 193.46' R = 2,291.83' L = 386.00' POND EX. DETENTION F.L. 579.00 T.C. 583.50 CL 10' REC. INLET PAV STA 154+00.00, 33.52' RT CL McKINNEY STREET 57' (B-B)100' R.O.W.FENCE EX. CHAIN LINK EX. WOOD FENCE R.O.WEX. R.O.WEX. SUBGRADE (36 LB/SY PER LIFT) (TYP.) AND 12" THICK LIME STABILIZED W/ 9" THICK TYPE B ASPHALT BASE COURSE 3" THICK TYPE C ASPHALT SURFACE COURSE EX. GUARDRAIL & GUTTER 24" CURB R.O.WEX. F.L. 578.27 T.C. 582.77 CL 10' REC. INLET PAV STA 152+65.00, 30.47' LT F.L. 578.27 T.C. 582.77 CL 10' REC. INLET PAV STA 152+65.00, 33.50' RT PATH 12' BIKE/PED FUTURE FUTURE 6' SIDEWALK F.L. 579.17 T.C. 583.67 CL 10' REC. INLET PAV STA 154+30.00, 30.18' LT & GUTTER 24" CURB MATCH EX. PAVEMENT STA 154+50.00 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV17.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV17.dgn1:404:40:04 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 MAYHILL ROAD PAVING PLAN & PROFILE McKINNEY STREET INTERSECTION AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN ISCONCRETESSDD585.34PK NAIL SET33DDSCAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 5R1 LOT 3 LOT 152 LOT 151 (PT) LOT 153 E McKINNEY STREET CITY OF DENTON 1516 E McKINNEY STREET TALOUKIE BROS ENT INC LOT 5R2LOT 5R2 8" W12" W12" W12" W6" W12" W12" W 20 " W 16" W20" W 20" W 20" W20" W12" W 12" W 8" W 12" W 12" W 20" W12" W8" WW8" WW10" WW 10" WW 8" WW 8" WW 8" WW10" WW 27" RCPBOX CULVERT 6'x4' BOX CULVERT 6'x4' BOX CULVERT6'x4'18" RCP 18" RCP 24" RCPBOX CULVERT6'x4' BOX CULVERT 8'x4'RCP18" 18" RCP 18" RCP 18" RCP BOX CULVERT 6'x4' BOX CULVERT 8'x4'12" W(ABANDONED) 10" WW (ABANDONED)10" WW 8" WWPTZ PT 112+56 .89 PC 111+52 .17 112+00113+00114+00222+00 221+00 220+00 223+00 224+00 225+00D D20" W 12" W16" WSLEEVES6" PVC SLEEVES6" PVC PROP. TC LT (+)3.94 %(+)1.50 %MATCH EX. PVMT.580.23PI 221+38.35 583.42PI 222+43.76582.82CR 222+18.69584.64PI 223+03.20EX. (+)4.68 % (+)0.50 % EX. LT BACK OF CURB EX. GROUND AT 580.26VPC 221+39.00585.18VPT 223+36.00197' UNSYMETRIC VERTICAL CURVE (583.41)PI 222+19.00MATCH EX. PVMT585.18PI 223+36.06580.68582.32583.57584.58584.95582.48584.20580.76585.23585.49585.77578.57TC RT PROP. (+)4.40 % EX. (+)0.89 % LT BACK OF CURB EX. GROUND AT (+)5.40 %EX. 581.40PI 221+39.09 581.44VPC 221+40.00 582.98CR 221+84.76 (583.64)PI 221+90.00 585.82VPT 223+36.00 MATCH EX. PVMT585.82PI 223+36.06 583.75PI 222+20.11 584.90PI 222+79.68 585.30CR 223+03.22 (+)1.50 % 196' UNSYMETRIC VERTICAL CURVE 221+00 222+00 223+00 224+00581.86583.32584.35585.25586.84586.39585.50585.95584.85581.98583.95579.43577.25NOTES: ADDITIONAL INFORMATION. SEE TRAFFIC SIGNAL PLANS FOR4. FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS LEGEND: FUTURE SIDEWALK DRIVEWAY/PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED STREET FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A 590 585 580 590 585 580 PROP. TCPROP. TCLINK FENCE EX. CHAIN 590 585 580 590 585 580 83 CL MAYHILL ROAD CL McKINNEY STREET EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. GR.EX. GR. 88.35' N 4° 37' 09.29" E STA 112+75.57 McKINNEY STREET STA 222+65.23 MAYHILL ROAD OFF 75.77' LT STA 223+81.31 CL DRIVEWAY STA 223+81.31 N MAYHILL ROAD S MAYHILL ROAD 30'R 3 0'RCR 60.50' RT STA 221+84.76 CR 48.50' LT STA 222+18.70 30' R 3 0'R20'RDRIVEWAY CONCRETE REINFORCED 8" THICK 12' CR 48.50' LT STA 223+03.22 CR 57.27' LT STA 223+29.00 FUTURE 5' SIDEWALK 5' SIDEWALK FUTURE PATH BIKE/PED 10' FUTURE PATH BIKE/PED FUTURE 10' 72 PAVING PLAN AND PROFILE McKINNEY STREET SEE SH. FOR McKINNEY STREETMATCH EX. CURB OFF 53.73' LT STA 223+36.06 MATCH EX. CURB OFF 48.50' RT STA 223+06.36 MATCH EX. CURB OFF 50.50' LT STA 221+38.35 MATCH EX. CURB OFF 23.50'LT STA 221+38.35 MATCH EX. CURB OFF 0.50' RT STA 220+80.00 MATCH EX. CURB OFF 60.50' RT STA 221+39.09 STANDARD DETAILS. SEE CITY OF DENTON MEDIAN PAVEMENT. 4" THICK COLORED CONCRETE 6" LIME TREATED SUBGRADE (TYP.) PAVEMENT W/ 2" HMAC TYPE D AND 12" CONTINUOUSLY REINFORCED CONCRETE REFERENCE ONLYSLEEVES6" PVC SLEEVES6" PVC A A SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 60 LF SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 27 LF SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 133 LF RAMP TYPE 1B DENTON CITY OF RAMP TYPE 1B DENTON CITY OF TYPE 1B RAMP CITY OF DENTON RAMP TYPE 1A DENTON CITY OF RAMP TYPE 1A DENTON CITY OF 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: PROPOSED PAVEMENT NOTES: FOR ADDITIONAL INFORMATION. SEE WATER PLAN AND PROFILE SHEETS4. ADDITIONAL INFORMATION. SEE PAVING DETAILS SHEET FOR3. FOR ADDITIONAL INFORMATION. 2. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS DRIVEWAY PROPOSED CONCRETE FUTURE SIDEWALK McKINNEY STREET - PHASE 2 FINISHED GRADE. CAP 4 INCHES ABOVE OF PAVEMENT. TURN UP AND TO EXTEND 12" BEYOND EDGE MIN. 36" BELOW PROP. T.C. 2-6" PVC SCH 40 SLEEVES A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV18.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPV18.dgn1:404:40:08 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 RYAN WAY PAVING PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS McKINNEY STREET INTERSECTION 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX E 3 6 " T R EE BCI REAL ESTATE VENTURES,LP 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 5101 E McKINNEY STREET DENTON ISD LOT 169 LOT 151 (PT) LOT 150 LOT 1R4 5043 E McKINNEY STREET CHELA DARLINE McDONALD CAB. H, PG. 62 20' UTILITY EASEMENT WVWVWV16" W16" W8" W8" W8" W10" W24" RCP27" RCP15" RCP 24" RCP PC 129+61.61 130+00131+00132+0016" W16" W16" W10" WSLEEVES6" PVC 6" PVC SLEEVESMcKINNEY STREET84 RYAN WAY OFF 291.48' LT STA 130+44.81 SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 287 LF SEE PAVING DETAILS LONGITUDINAL BUTT JOINT INSTALL 34 LF R.O.WEX. R.O.WEX. CR 25.50' LT STA 130+78.45 CR 51.67' LT STA 131+77.25 CR 25.50' LT STA 132+02.02 CR 54.96' LT STA 131+08.08 W/ 8% LIME (48 LB/SY) (TYP.) 8" THICK STABILIZED SUBGRADE W/ #4 BARS @ 18" O.C. EACH WAY 4000 PSI COMPRESSIVE STRENGTH 8" THICK REINF. CONC. PAVEMENT, OFF 279.16' LT STA 130+49.82 OFF 226.91' LT STA 130+86.98 17 5' R 9 7. 5' R 200'R OFF 94.59' LT STA 131+39.54 47.5'ROFF 72.54' LT STA 131+38.90 OFF 71.33' LT STA 131+54.00 3'R 77 PAVING PLAN AND PROFILE McKINNEY STREET SEE SH. FOR SIDEWALK FUTURE 5' CONCRETE STREET HEADER INSTALL 124 LF REINFORCED BEGIN CONCRETE PAVEMENT END ASPHALT PAVEMENT 30'R 25'R4 7.5'RSTREET CL McKINNEY OFF 83.17' LT STA 131+55.04 F.L. 579.40 T.C. 585.40 CL STD. 15' INLET STA 131+08.64, 83.64' LT PVMT SECTION MATCH EX. NOSE MEDIAN MONOLITHIC F.L. 578.52 T.C. 584.52 CL STD. NCTCOG 15' INLET OPENING, 5' WIDTH STA 131+78.94, 82.41' LT A SEE RYAN WAY TYPICAL SECTION NO PROFILE THIS SHEET TYPE 1A RAMP CITY OF DENTON TYPE 1A RAMP CITY OF DENTON CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPD01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CPD01.dgn1:404:40:10 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD PAVING DETAILS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 85 10" LONGITUDINAL BUTT JOINT DETAILT/2T1"6"OR 8"DRIVEDRIVEWAY GRADE PAVEMENTSTREETN.T.S. 1" DRIVEWAY CURB DETAIL2"1"1-1/2"KEYWAY METALT/2T/2EPOXY RESIN AND COATED WITH APPROVED †" HOLE INSIDE BLOWN CLEAN EXISTING PAVINGPROPOSED PAVING COMPACTED SUBGRADE BEFORE INSERTION INTO HOLE) (COAT WITH APPROVED EXPOXY RESIN •"x2'-0" BARS @ 2'-6" SPACING DETAILS FOR REINFORCEMENT SEE CITY OF DENTON DRIVEWAY NOTE: SEALING COMPOUND 1" MIN. HOT POURED RUBBER JOINT DRIVEWAY MEETS EXISTING CONCRETE PAVEMENT EXPANSION JOINT REQUIRED WHERE PROPOSED CONCRETE PAVEMENT MEETS EXISTING CONCRETE PAVEMENT TO BE USED WHERE PROPOSED CONCRETE FILE:DATE:DN:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. CONT SHEET 1 OF 2 TxDOT Standard Division Design HCDN:HC AN C TxDOT: GENERAL NOTES * USE 12" SPACING AS FIRST AND LAST SPACING AT END OR SIDE FOR ALL BARS. AND BAR SIZE SLAB THICKNESS (IN.) T SIZE BAR 8.5 6.0 #5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 7.5 7.0 6.5 9.0 8.0 7.5 TIEBARSPAVEMENT TYPE JRCP 6.0 6.5 #610.0 10.5 11.0 11.5 #5<8.0 7.0 6.75 6.25 24.0 CRCP (IN.) SPACING (IN.) SPACING 8.5 6.0 7.5 7.0 6.5 9.0 8.0 7.5 6.0 6.5 7.0 6.75 6.25 12.0 >12.0 TABLE NO.1 STEEL BAR SIZE AND SPACING LONGITUDINAL*TRANSVERSE* REGULAR BARS >8.0 #6 24.0 12.0 #5<8.0 >8.0 #6 CPCD NONE 12.0 NONE 12.0 BARS (IN.) SPACING TIEBARS (IN.) SPACING 24 24 24 24 24 24 24 24 NONE NONE 24 24 EXTENDED INTO THE REPAIR PATCH. EXISTING CONCRETE. MIN.25" MIN.10" EPOXY-GROUTED INTO TOP OF DRILLED HOLES AT T/2. TRANSVERSE TIEBARS - 10" MIN. T/2 T/2 MIN.25" EXTENDED INTO THE REPAIR PATCH. MIN.10" EPOXY-GROUTED INTO EXISTING CONCRETE. BOTTOM OF DRILLED HOLES AT T/2. LONGITUDINAL TIEBARS - PLACED IN ONE LAYER AND TIED TO TIEBARS. BAR LENGTH IS LENGTH OF REPAIR MINUS 2". LONGITUDINAL BARS - REPAIR PATCH 6' MIN. NOTES SEE GENERAL HALF OR FULL LANE WIDTHPLAN VIEW SEE DETAIL A BASE RECOMPACTED AND TIED TO TIEBARS. MINUS 2". PLACED IN ONE LAYER BAR LENGTH IS WIDTH OF REPAIR TRANSVERSE BARS - 1.ITEM 361,"REPAIR OF CONCRETE PAVEMENT"SHALL GOVERN FOR THIS WORK. "CONCRETE PAVING DETAILS, JOINT SEALS." OPERATION SHOULD BE RESTORED IN ACCORDANCE WITH STANDARD SHEET 3.EXISTING LONGITUDINAL AND TRANSVERSE JOINTS REMOVED DUE TO REPAIR 1.ITEM 361,"REPAIR OF CONCRETE PAVEMENT"SHALL GOVERN FOR THIS WORK. BE PLACED IN TWO STAGES DUE TO SEQUENCE OF CONSTRUCTION. 2.MULTIPLE PIECE TIEBARS SHALL BE USED WHEN THE REPAIR AREA MUST PAVEMENT EDGE AND TO THE CENTER LINE OF THE PAVEMENT. TO BE REPAIRED. THE CUT SHALL BE MADE AT A RIGHT ANGLE TO THE 3.FULL DEPTH SAW CUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA EXISTING LONGITUDINAL JOINT. 4.AT LEAST ONE LONGITUDINAL FULL DEPTH SAW CUT SHALL BE AT AN THE FULL DEPTH SAW CUT AT THE REPAIR EDGE. TO FACILITATE REMOVAL OF THE CONCRETE OR TO ALLEVIATE BINDING OF 5.ADDITIONAL SAW CUTS MAY BE REQUIRED WITHIN THE AREA OF THE REPAIR ENGINEER. CLEANED AND FILLED WITH A CEMENTITIOUS GROUT APPROVED BY THE 6.THE SAW CUTS WHICH EXTEND OUTSIDE THE AREA OF THE REPAIR WILL BE "CONCRETE PAVING DETAILS, JOINT SEALS." OPERATION SHOULD BE RESTORED IN ACCORDANCE WITH STANDARD SHEET 7.EXISTING LONGITUDINAL AND TRANSVERSE JOINTS REMOVED DUE TO REPAIR GENERAL NOTES ENGINEER. CLEANED AND FILLED WITH A CEMENTITIOUS GROUT APPROVED BY THE 2.THE SAW CUTS WHICH EXTEND OUTSIDE THE AREA OF THE REPAIR WILL BE GROUTED TIEBARS & REINFORCEMENT DETAIL A FULL-DEPTH REPAIR OF CRCP, JRCP, AND CPCD A A PLAN VIEW SECTION A-A T 12" MIN.12" MIN.DISTRESSED CONCRETE SAW CUT REPAIR BOUNDARIES SOUND CONCRETE SOUND CONCRETE SOUND CONCRETE LONGITUDINAL STEEL BARS: DO NOT SAW-CUT STEEL BARS. SAW CUT DEPTH: MIN.1 1/2" DO NOT SAW-CUT STEEL BARS. SAW CUT DEPTH: MIN.1 1/2" BE MADE. THE REMOVAL OPERATIONS. NO ADDITIONAL COMPENSATION WILL AS DIRECTED IF LONGITUDINAL STEEL BARS WERE DAMAGED BY *INCREASE THE REPAIR AREA AND PERFORM A FULL-DEPTH REPAIR VOLUMES OF REPAIR AREAS OR CHANGES IN SCOPE OF WORK. AS APPROVED. COMPENSATION WILL BE MADE FOR UNEXPECTED REPAIR IF EXPOSED EXISTING LONGITUDINAL BARS ARE DEFICIENT, CONCRETE. SWITCH THE HALF-DEPTH REPAIR TO FULL-DEPTH *REPAIR AREAS MAY BE ADJUSTED AFTER REMOVING DISTRESSED ONLY SOUND CONCRETE IS LEFT IN PLACE. CLEAN THE AREA BY APPROVED METHODS. REMOVE ALL LOOSE MATERIALS AND REPAIR OF CONCRETE PAVEMENT HALF-DEPTH REPAIR DECEMBER 2014 repcp14.dgn REPCP-14TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. DISCLAIMER:86 FILE:DATE:DN:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. CONT SHEET 2 OF 2 TxDOT Standard Division Design HCDN:HC AN C TxDOT: A A PLAN VIEW SECTION A-A LENGTH T • DOWEL TO PREVENT BOND COAT ENTIRE DOWEL 38" MIN.38" MIN.HALF OR FULL LANE WIDTHPATCH REPAIR PATCH REPAIR EXTENDED INTO THE REPAIR PATCH. EXISTING CONCRETE. MIN.25" MIN.10" EPOXY-GROUTED INTO TOP OF DRILLED HOLES AT T/2. TRANSVERSE TIEBARS - STOP TIEBARS ABOUT 4" FROM THE DOWEL ASSEMBLY. WHICH WILL PREVENT BONDING TO THE CONCRETE. JOB SITE.COAT ENTIRE DOWEL BAR WITH A MATERIAL DELIVER PREFABRICATED DOWEL ASSEMBLIES TO THE SEE TABLE NO.2 FOR DOWEL BAR SIZE AND SPACING. SMOOTH DOWEL BARS T/2 T/2 T/2 38" MIN.JOINT TRANSVERSE 10" MIN. MIN.25" EXTENDED INTO THE REPAIR PATCH. MIN.10" EPOXY-GROUTED INTO EXISTING CONCRETE. BOTTOM OF DRILLED HOLES AT T/2. LONGITUDINAL TIEBARS JOINT SEALS: METHOD A OR B SAW CUT DEPTH: T/3 TIEBARS SMOOTH DOWEL BARS NOTES SEE GENERAL BE PLACED IN TWO STAGES DUE TO SEQUENCE OF CONSTRUCTION. 2.MULTIPLE PIECE TIEBARS SHALL BE USED WHEN THE REPAIR AREA MUST PAVEMENT EDGE AND TO THE CENTER LINE OF THE PAVEMENT. TO BE REPAIRED. THE CUT SHALL BE MADE AT A RIGHT ANGLE TO THE 3.FULL DEPTH SAW CUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA EXISTING LONGITUDINAL JOINT. 4.AT LEAST ONE LONGITUDINAL FULL DEPTH SAW CUT SHALL BE AT AN THE FULL DEPTH SAW CUT AT THE REPAIR EDGE. TO FACILITATE REMOVAL OF THE CONCRETE OR TO ALLEVIATE BINDING OF 5.ADDITIONAL SAW CUTS MAY BE REQUIRED WITHIN THE AREA OF THE REPAIR ENGINEER. CLEANED AND FILLED WITH A CEMENTITIOUS GROUT APPROVED BY THE 6.THE SAW CUTS WHICH EXTEND OUTSIDE THE AREA OF THE REPAIR WILL BE "CONCRETE PAVING DETAILS, JOINT SEALS." OPERATION SHOULD BE RESTORED IN ACCORDANCE WITH STANDARD SHEET 7.EXISTING LONGITUDINAL AND TRANSVERSE JOINTS REMOVED DUE TO REPAIR 1.ITEM 361,"REPAIR OF CONCRETE PAVEMENT"SHALL GOVERN FOR THIS WORK. BASE RECOMPACTED BASE RECOMPACTED TRANSVERSE JOINT GROUTED TIEBARS & DOWELS DETAIL B REPAIR OF TRANSVERSE JOINT OF CPCD SEE DETAIL B > PAVEMENT THICKNESS LENGTH TABLE NO. 2 DOWELS (SMOOTH BARS) SPACINGSIZE AND DIA. #8 (1 IN.) #10 (1‚IN.)10 (INCHES) <10 (IN.)(IN.) 18.0 12.0 BASKETS ARE USED, REMOVE THE SHIPPING WIRES. AND VERTICALLY UNLESS OTHERWISE SPECIFIED. WHERE DOWEL BAR 8.DOWEL BAR PLACEMENT TOLERANCE SHALL BE +/- 1/4 IN. HORIZONTALLY GENERAL NOTES REPAIR OF CONCRETE PAVEMENT DECEMBER 2014 REPCP-14 repcp14.dgnDISCLAIMER:The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.87 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. CONT FILE:DATE:TxDOT Bar B 2"6" 3" •T T 3" 24" 2"6"2"RT 3" •T 3" 24" 2"6"6"R2"6"2"RT 8" •T T •T 3" 8"6"R2"6"6"R2" to 4" 8" 2"6"2"R8" •T 2 •" 2 •" 3 •"•" 2" to 4"2" to 4" T Bar C Bar C 3" 2" - 4" HEIGHT TYPE I CURB (MONOLITHIC)2" - 4" HEIGHT TYPE I CURB AND GUTTER 5" - 5 ƒ" HEIGHT TYPE II CURB 5" - 5 ƒ" HEIGHT TYPE II CURB AND GUTTER 5" or 5 ƒ"5" or 5 ƒ" 5" or 5 ƒ" 5" - 5 ƒ" HEIGHT TYPE II CURB (MONOLITHIC) (See Note 12) Joint Construction Permissible (See Note 12) Steel Usual Pavement (See Note 12) Joint Construction Permissible 2" - 4" HEIGHT TYPE I CURB (See Note 12) Steel Usual Pavement (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line plans,or as directed by the Engineer. shall be shown elsewhere in the longer or shorter transition, and Field conditions may require a Curb Transition Note: General Notes reinforcing bars shall be placed at four feet C~C. 8. Vertical and horizontal dowel bars and transverse at locations directed by The Engineer. provided at structures, curb returns at streets, and to concrete pavement, expansion joints shall be placement of curb or curb and gutter is not adjacent gutter adjacent to jointed concrete pavement. Where to match pavement joints in all curbs and curb and 7. Expansion and contraction joints shall be constructed reinforcing bars grouted in place. pavement, the pavement shall be drilled and the 6. Where concrete curb is placed on existing concrete sawed or removed at existing joints. 5. All existing curbs and driveways to be removed shall be minimum radius of ‚inch. 4. Round exposed sharp edges with a rounding tool, to a Construction Division. the Department Producer List (MPL), maintained by TxDOT, reinforcing is acceptable, provided the fiber producer is on otherwise shown. The use of synthetic fiber in lieu of steel 3. When reinforcing bars are used, they shall be No.4 unless 2. Concrete shall be Class A. Curb and Gutter." with Item 529, "Concrete Curb, Gutter, and Combined 1. All materials and construction shall be in accordance conform to that required for concrete curb. joints. Reinforcing steel for curb section shall then elsewhere in the plans for longitudinal construction placed in accordance with pavement details shown pavement, the longitudinal pavement steel shall be resulting in a longitudinal construction joint in the 12. When vertical permissible construction joints are used, or riprap. where curb or curb and gutter is adjacent to sidewalk 11. One-half inch expansion joint material shall be provided and plan-profile sheets for exact locations. 10. Usual profile grade line. Refer to typical sections pavement dimension 'T' is 8" maximum. pavement. When curb is installed adjacent to flexible 9. Dimension 'T' shown is the thickness of concrete BAR C BAR B Varies 12" CURB TRANSITION T Top of Curb Top of Pavement Height Change in (See Curb Transition Note) 10'-0" Curb Transition (0" to 2"), Note: To be paid for as Highest Curb 3" 2" 3" 2" 3"•T T 6" T •T Bar C 7"1" 2" 8"3"R3"R8" 6" 7" 2" 1"3"R3"R24" for curb height= 5 ƒ" for curb height= 5" 5" or 5 ƒ" for curb height= 5" for curb height= 5 ƒ" 5" or 5 ƒ" (See Note 12) Joint Construction Permissible (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line 5" - 5 ƒ" HEIGHT TYPE IIa CURB 5" - 5 ƒ" HEIGHT TYPE IIa CURB AND GUTTER 2"6" 2" to 4" 8" 2"2"R8" 5" or 5 ƒ" (See Note 10) Profile Grade Line (See Note 10) Profile Grade Line 6"R 6" 5" 5" 1" 1" Concrete Pavement Asphalt or 2" - 4" HEIGHT TYPE III CURB (KEYED) Concrete Pavement Asphalt or Joint Construction Permissible Joint Construction Permissible 5" - 5 ƒ" HEIGHT TYPE IV CURB (KEYED) 2" 3" 3" 2 •" 2 •" 1995 AM VP 88 Standard Division Design cccg12.dgn C TxDOT: UPDATED 2012 - VPEXPANSION JOINT DETAIL •T Joint Material •" Wide Expansion T 10"14"1•" to wrap bars and plug end Use 2 layers of roofing felt Top of Pavement Smooth Dowels 2 ea ~ ‡"x 24" Top of Curb CCCG-12 CURB AND GUTTER CONCRETE CURB AND VP TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. DISCLAIMER: UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. APS CABLE RUNS CNDR COLOR CABLE NO. 1 FROM P-2 TO CNTRL 2 CNDR CABLE NO. 2 FROM P-2 TO CNTRL 2 CNDR CABLE NO. 3 FROM P-3 TO CNTRL 2 CNDR CABLE NO. 4 FROM P-6 TO CNTRL 2 CNDR BLACK APS COMMON APS COMMON APS COMMON APS COMMON WHITE APS POWER APS POWER APS POWER APS POWER CABLE RUNS CNDR COLOR CABLE NO. 1 FROM P-1 TO CNTRL 21 CNDR CABLE NO. 2 FROM P-4 TO CNTRL 21 CNDR CABLE NO. 3 FROM P-5 TO CNTRL 21 CNDR CABLE NO. 4 FROM P-3 TO CNTRL 21 CNDR CABLE NO. 5 FROM P-2 TO CNTRL 12 CNDR CABLE NO. 6 FROM P-6 TO CNTRL 12 CNDR WHITE/ BLACK PB COMMON PB COMMON PB COMMON P.B. COMMON P.B. COMMON P.B. COMMON WHITE S. COMMON S. COMMON S. COMMON S. COMMON S. COMMON S. COMMON RED SH 1, 2 06-R SH 4, 5 02-R SPARE SPARE SPARE SPARE GREEN SH 1, 2 06-G SH 4, 5 02-G SPARE SPARE SPARE SPARE ORANGE SH 1, 2 06-Y SH 4, 5 02-Y SPARE SPARE SPARE SPARE BLUE SPARE SH 3 05-G ARROW SPARE SH 13 05-G ARROW SPARE SPARE BLACK SPARE SH 3 05-Y ARROW SPARE SH 13 05-Y ARROW SPARE SPARE RED/ BLACK SPARE SPARE SPARE PH-11 02-DW PH-9 06-DW SPARE GREEN/ BLACK SPARE SPARE SPARE PH-11 02-W PH-9 06-W SPARE ORANGE/B LACK SPARE SPARE SPARE SPARE PH-10 08-DW PH-12 02-DW BLUE/ BLACK SPARE SPARE SPARE SPARE PH-10 08-W PH-12 02-W BLACK/ WHITE SPARE SH 14 03-Y ARROW SH 6 03-Y ARROW SPARE SPARE SPARE RED/ WHITE SPARE SH 14 03-R ARROW SH 6 03-R ARROW SPARE GREEN/ WHITE SPARE SH 14 03-G ARROW SH 6 03-G ARROW SPARE BLUE/ WHITE SPARE SPARE SPARE SPARE BLACK/ RED SPARE SH 3 05-R ARROW SPARE SH 13 05-R ARROW WHITE/ RED SPARE SPARE SPARE SPARE ORANGE/ RED SPARE SPARE SH 7, 8 08-R ARROW SPARE BLUE/ RED SPARE SH 3 05-FY ARROW SPARE SH 13 05-FY ARROW RED/ GREEN SPARE SPARE SH 7, 8 08-G ARROW SPARE ORANGE/ GREEN SPARE SPARE SH 7, 8 08-Y ARROW SPARE RADAR DETECTION ZONE* RADAR #POLE #HEIGHT OF RADAR DETECTION ZONE NO. OF CHANNELS VIDEO DETECTION 1 - PHASE 2 AND PHASE 5 AT STOP BAR - PHASE 3 AT STOP BAR - PHASE 6 AT STOP BAR - RS1 1 19'PHASE 6 FROM STOP BAR TO 400' BACK - RS2 4 19'PHASE 2 FROM STOP BAR TO 400' BACK - RS3 6 19'PHASE 3 FROM STOP BAR TO 400' BACK - TRAFFIC SIGNAL ARMS SIGNAL HEAD & POLE PLACEMENT SIGNAL POLE FOUNDATION LUM CNDRS & CABLES INSIDE POLE (LF) POLE NUMBER MAST ARM LENGTH *A *B C D E G NUMBER OF SIGNAL HEADS 5C 7C **OPTICOM 2C #12 CABLE (LUM) 3C #14 STREET SIGN **PRESENCE RADAR CABLE **SETBACK RADAR CABLE **PTZ CABLEFDN TYPE DS LENGTH LF LF LF LF LF LF LF EA EA LF EA LF LF LF LF LF LF LF LF P-1 36 18.5 22.5 10 18 2 36-A 14 1 101 54 80 25 40 54 P-4 36 4 11.5 10 10 18 4 36-A 14 1 138.5 54 80 25 20 54 35 P-5 36 15.5 10 10 10 18 3 36-A 14 1 129 54 80 25 20 54 P2 7 24-A 6 20 P3 16.5 1 24-A 6 10 21.5 P6 7 24-A 6 10 TOTAL 10 60 3 40 390 162 240 75 80 162 35 GROUND BOX SUMMARY PULL BOX TYPE QUANTITY (EA) TYPE D W/APRON 7 APS UNITS P-2 2 P-3 1 P-6 1 TOTAL 4 RYAN WAY SIGNAL HEAD SUMMARY TRAFFIC SIGNAL LENS SIGNAL HEAD NO. SIGNAL HEAD TYPE 12 INCH SIGNAL 12" LED BACK PLATE RED YELLOW GREEN RED ARROW YELLOW ARROW GREEN ARROW PED SIG MODULE (COUNTDOWN)3 SEC 4 SEC EA EA EA EA EA EA EA EA EA 1 H3 1 1 1 1 2 H3 1 1 1 1 3 *H4FLT 1 1 2 1 4 H3 1 1 1 1 5 H3 1 1 1 1 6 H3LT 1 1 1 1 7 H3RT 1 1 1 1 8 H3RT 1 1 1 1 9 PED 1 10 PED 1 11 PED 1 12 PED 1 13 *H4FLT 1 1 2 1 14 H3LT 1 1 1 1 TOTAL 8 2 4 4 4 6 8 6 4 CONDUIT RUNS RUN NO. ITEM 618 SIZE/TYPE CONDUIT (FEET) ITEM 620 ELECTRICAL CONDUCTORS ITEM 684 SIG CAB LENGTH OF RUN(FEET)2 IN. PVC2 IN. PVC BORE3 IN. PVCTRENCHED3 IN. PVC BORE4 IN. PVCTRENCHED4 IN. PVC BOREDNO. 4 XHHW WIRENO. 6 XHHW WIRENO. 6 BARE WIRE3C 14AWG WIRE(LUM)3C 14AWG WIRE(ILSN)****OPTICOM CABLE(4C 20 AWG)2C #12CABLE21C #14 CABLE12C #14 CABLE* VIDEODETECTION CABLE(CAT5E & 3C16AWG)* SETBACK RADARCABLE*PTZ CABLE(CAT5E & 3C16AWGLF LF LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA 1 15 1 2 2 1 1 2 1 25 2 19 1 2 2 29 3 108 108 1 2 2 1 2 1 2 2 1 118 4 15 1 1 1 25 5 92 92 1 1 1 102 6 17 1 2 2 1 1 1 1 1 27 7 80 1 2 2 1 2 1 1 1 1 90 8 19 1 1 1 29 9 28 1 2 2 1 1 2 2 1 1 1 38 10 16 1 2 2 1 1 1 26 11 19 1 4 4 2 1 3 2 1 2 1 29 12 18 1 2 2 1 2 1 2 1 28 13 18 1 1 2 2 2 2 1 28 14 36 2 1 46 15 45 1 6 6 55 16 25 3 1 35 17 24 3 1 34 **18 16 1 26 **19 16 1 26 ****20 65 75 *****21 121 121 131 TOTAL 176 0 498 0 459 0 207 92 816 1094 1094 466 502 750 786 554 466 212 816 UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. UTILITY LOCATION NOTE: The location of existing utilitiesshown on these plans areapproximate and based onexisting plans and datafurnished by utility companies.It is the responsibility of thecontractor to verify the locationand depth of all existing utilitiesthat may conflict withconstruction. Call1-800-344-8377 two workingdays prior to construction foronsite locations. Any damageto existing utlities shall berepaired at contractor'sexpense, at no additional cost. September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details3 3 3 3 DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details97 Traffic Operations Division Texas Department of Transportation POLE FOUNDATION TRAFFIC SIGNAL FDN TYPE LOCATION IDENTIFICATION TOTAL DRILLED SHAFT LENGTHS FOUNDATION SUMMARY TABLE DRILLED SHAFT LENGTH (FEET) 42-A36-B36-A30-A24-A/ft. BLOW N AVG. EA NO. 3 6 1'-0"Drilled Shaft LengthTraffic Signal Pole NOTES Table for size & pitch) bottom. (See Design top & 1 flat turn Spiral, 3 flat turns & number). Design Table for size Vertical Bars (See ELEVATION FOUNDATION DETAILS3" or as directedby the Engineer1"2"(Temporary) Template Circular Steel 18"MinTemplate Steel Circular pitch1'-0"Shaft Dia Drilled TYPICAL STRAIN POLE ASSEMBLY Wire loads. tension from the Span so that two bolts are in approximately oriented Anchor bolts to be R R12 Arm (optional) Luminaire required) the Engineer. 1 or 2 Orient as directed by Sheets for diameter. Conduit (See Layout Sway Cable Span Wires TYPICAL MAST ARM Arm (optional) LuminaireArm Supporting ILSN ASSEMBLY+-+-8'-0"19'-6"19'-6"35' Lum. Mounting HeightR12 3" Spiral Conduit TOP VIEW Bars Vertical Diameter Bolt CircleRTYPE FDN DIA SHAFT DRILLED STEEL REINFORCING BARS VERT & PITCH SPIRAL DIA BOLT ANCHOR (ksi) Fy K-ft MOMENT Kips SHEAR 24-A 24" 36 10 30-A 30" 55 87 36-A 36" 55 131 36-B 36" 55 190 42-A 42" 55 271 10- 9 12- 9 14- 9 1 2 2 2 2 TYPE ANCHOR 1 3 5 7 9 TYPICAL APPLICATION Strain pole taller than 30' & strain pole with mast arm 10 15 40 FOUNDATION DESIGN TABLE DIA CIR BOLT controller. Pedestal pole, pedestal mounted Mast arm assembly. (see Selection Table) 30' strain pole with or without luminaire. Mast arm assembly. (see Selection Table) Mast arm assembly. (see Selection Table) Mast arm assembly. (see Selection Table) 2 at 12" 3 at 6" 3 at 6" 3 at 6" 3 at 6" TOP BOLT R R12 1 •" 1 ƒ" 2" ƒ" 2 ‚" 1'-6" 3'-4" 3'-10" 4'-3" 4'-9" 3" 6" 7" 8" 4" 4 •" 12 ƒ" 17" 19" 21" 23" 7 „" 10" 11 ‚" 12 •" 13 ƒ" 7" 7 ƒ" 8 •" 9 ‚" ANCHOR BOLT & TEMPLATE SIZES longer bolts are acceptable. Min dimensions given, BOLT DIA THREAD THREAD 6" 9" 5 †" MAX SINGLE ARM LENGTH MAX SINGLE ARM LENGTH LENGTH COMBINATIONS MAXIMUM DOUBLE ARM LENGTH COMBINATIONS MAXIMUM DOUBLE ARM 32'48' 24' X 24' 28' X 28' 32' X 28'32' X 32' 44' X 28'44' X 36' 36'44' 24' X 24' 28' X 28' 32' X 24' 36' X 36' 40' X 36' 32' X 32' 36' X 36' 40' x24'80 MPH DESIGNWIND SPEED100 MPH DESIGNWIND SPEEDMAX SINGLE ARM LENGTH ARM PLUS ILSN SUPPORT ASSEMBLIES (ft) FOUNDATION SELECTION TABLE FOR STANDARD MAST 36-A can support a single 36' mast arm. For 100mph design wind speed, foundation another arm up to 28' 30-A can support up to a 32' arm with For 80mph design wind speed, foundation1. 2. EXAMPLE: Type 1 Type 2 R=d Nut (Typ) Heavy Hex TopThread1 •" MinAnchor Bolt Length(See Table)d Bott ThreadANCHOR BOLT ASSEMBLY HOOKED ANCHOR NUT ANCHOR (TYPE 1)(TYPE 2) 40' X 36' 44' x 36' FDN 36-B FDN 42-A N blows/ft CIRCLEIN. BOLT LENGTH Bolt Anchor 1 2 3 4 5 6 7 17-'6"Nominal.. 8- 9 4- 5 2LOAD DESIGN FOUNDATIONANCHOR BOLT DESIGN 1 7 foot for entry into Summary Table. penetrometer values. Round to nearest to allow interpolation for other Decimal lengths in Design Table are diameters into solid rock. Shaft shall extend a minimum of two If rock is encountered, the Drilled used to adjust shaft lengths. of approximately 3 to 5 feet may be Field Penetrometer readings at a depth for the Contractor's information only. of location and type. Quantities are or grouped according to similarity Foundations may be listed separately the base of the structure. allowable moments and shears at Foundation Design Loads are the Foundation Design Loads. foundation capacity given under Anchor bolt design develops the TEXAS CONE PENETROMETER FDN 36-AFDN 30-A concrete is placed. to do so when if material is firm enough on bottom of drilled hole Vertical bars may rest encasement. Listed for concrete connectors shall be UL jumper. Mechanical bar or #6 copper locations using #3 rebar cage, two Bond anchor bolts to BOTTOM Clamp Arm Length F ixed A rm Leng th 8 8 (See Summary Table) Embedded Dr Shaft Length5" 5 •" LENGTH-ft 4 , 5 , 6 EMBEDDED DRILLED SHAFT 5.7 11.3 13.2 15.2 13.6 12.0 10.3 17.4 5.3 15.6 4.5 8.0 9.4 10.4 11.9 ƒ" 1 •" 1 ƒ" 2" 2 ‚" 12 ƒ" 17" 19" 21" 23" tension under dead load. ensure that two bolts are in with the fixed arm direction to Orient anchor bolts orthogonal Ignore the top 1' of soil. embedded shaft. the top third of the Use average N value over concrete project above bolt shank shall ‚" to •" of per Anchor Bolt 2 Flat Washers than bolt diameter with holes ˆ" greater Steel Template Top Template Circular Steel ‚" thk. min. for FDN 24-A) (Omit bottom template Circular Steel Bottom Template d/4 (inch) min. Thickness = 2 Sides (Typ)Galvanize Length= Top Threadplus 6" Min. sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:August 1995C TxDOT REVISIONS 128 DN:CK:DW:CK: JOB COUNTY CONT SECT DIST HIGHWAY SHEET NO. MS JSY MA0/MMF JSY/TEB 5-96 11-99 1-12 Ground Rod Copper Clad 5/8" Dia. x 10' 1 MODIFICATIONS: 1 TS-FD-12 (DAL) ADDED GROUND ROD TO FOUNDATION DETAILS (9/15) 1 2" Max.GENERAL NOTES: rod clamps shall be listed for their intended purpose. Make connections to ground rods according to NEC. Ground a maximum of 2" above the finish grade of the foundation. Ground rod shall protrude a minimum of 1"and structure in accordance with Item 449, "Anchor Bolts". Lubricate and tighten anchor bolts when erecting the Templates and embedded nuts need not be galvanized. accordance with Item 445, "Galvanizing". shall be galvanized. All galvanizing shall be in otherwise noted. Exposed washers and exposed nuts thread length plus 6" for all anchor bolts unless to ASTM A36. Galvanize a minimum of the top end bolts that are 1" in diameter or less shall conform mild steel" per Item 449, "Anchor Bolts". Anchor shall conform to "alloy steel" or "medium-strength Anchor bolts that are larger than 1" in diameter Galvanized nuts shall be tapped after galvanizing. and nuts shall have Class 2A and 2B fit tolerances. in diameter or UNC series for all sizes. Bolts rolled or cut threads of 8UN series up to 2" Threads for anchor bolts and nuts shall be Concrete shall be Class "C". "Reinforcing Steel". Reinforcing steel shall conform to Item 440, Signals and interim revisions thereto. Highway Signs, Luminaires and Traffic Specifications for Structural Supports for Design conforms to 1994 AASHTO Standard DENTON18 24-A 36-A 10 10 3 3 40.5 18 *18 40.5 MCKINNET ST @RYAN WAY \\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details98September 3, 2019 DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details99 A A B Section A-A Section B-B pin S.S. cotter mounting block Cast alum. •" S.S. bar with bronze sleeve bearings and locking pin. lamps Fluorescent Ballast 5ƒ" 6" 23" (max.) 1‹" Internally lighted street name sign Sign length; INTERNALLY LIGHTED STREET NAME SIGN DETAILS 14" to 16•" 9" to 11•"6 or 8 feet as shown elsewhere in plans. ILSN SIGN o EXPLANATION OF DESCRIPTION MOUNTING BRACKET 6 or 8 ft. one straight connector, three - #12 XHHW conductors. ƒ" Liquid tight one 90 connector, ƒ" S.S. flexible metal conduit, and Arm Detail ILSN Sign 6 Hand Hole see "MA-D". Single or double face B pipe threaded to End cap signal mast arm 3" Sched. 40 pipe support arm 24" 6' for 6' signs, 8' for 8' signs 7' for 6' signs, 9' for 8' signs 3" min., 12" max. 3" Sched. 40 pipe support arm Mounting bracket attachment. fixture Slide track S Hand Hole see "MA-D". SIGN MOUNTING 2 bevel washers nut, lock washer, H.H. bolt - 5" min. length, ILSN SIGN NOTES: 1. Eight foot ILSN sign shall not exceed 11.5 sq.ft. effective projected area (EPA) and shall not exceed a weight of 85 lbs. Six foot ILSN sign shall not exceed 8.7 sq.ft. EPA and shall not exceed a weight of 70 lbs. 2. Sign message shall be as shown elsewhere in the plans. 3. See Special Specification, "internally Lighted Street Name Signs" for additional details. See "MA-C (ILSN)" for Clamp SNS-95 (ILLUMINATED) SIGN DETAILS STREET NAME Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. TXDOT TXDOT TXDOT TXDOTAugust 1995 82 DENTON18\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details100September 3, 2019 DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details101 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB HIGHWAY SHEET STATE NO. NO. 6 TEXAS3' - 6"INTEGRAL SIGN DIST. (SEE TITLE SHEET) START CROSSING DON'T START If Started Vehicles Watch For Finish Crossing TIME REMAINING DON'T CROSS TO CROSS PUSH BUTTON To Finish Crossing STEADY TIMER FLASHING START CROSSING DON'T START If Started Vehicles Watch For Finish Crossing TIME REMAINING DON'T CROSS TO CROSS PUSH BUTTON To Finish Crossing STEADY TIMER FLASHING 9" X 15" SIGN R10-3eL 9" X 15" SIGN R10-3eR 2 NOTES: AWAY-FROM-TRAFFIC SIDE OF THE PEDESTAL OR MAST ARM POLE. WITHIN THE SIGNAL MOUNTING HARDWARE. DISPLAY THE SYMBOLIZED MESSAGES SHOWN ABOVE. PEDESTAL POLE PEDESTRIAN PUSH BUTTON POLE PROJECT NO.4'6'TYPE 24-A FOUNDATION TYPE 24-A FOUNDATION 18 DENTONPEDESTRIAN SIGNAL SCREW ASSEMBLY STAINLESS STEEL GALVANIZED CABLE PUSH BUTTON FOR PEDESTRIAN SIGNAL HEAD MOUNTING FOR ONE PEDESTRIAN SIGNAL HEAD 152A PEDESTRIAN PUSHBUTTON SIGN DETAILS 9" x 12" PUSH BUTTON FOR 9" x 12" PEDESTRIAN SIGNAL HEAD MOUNTING FOR TWO PEDESTRIAN SIGNAL HEADS 143C SIGN R10-4bL SIGN R10-4bR PUSH BUTTON FOR 9" x 12" SIGN R10-4bRL SIGN DETAILS 2 COUNTDOWN PEDESTRIAN PUSHBUTTON TYPE 1 CLAMP 1 ALTERNATIVE MOUNTING METHOD 2 ALTERNATIVE PEDESTRIAN SIGNAL HEAD AND SIGNING revised 12-92 revised 10-08 3 revised 01-11 NOTE: REQUIREMENTS SHOWN ON THESE DRAWINGS BE DEEMED ACCEPTABLE. SHOWN AS AN EXAMPLE ONLY. POLES OF AND ARE APPROVED BY THE ENGINEER WILL SIMILAR DESIGN FOR ANY CROSS SECTION WHICH MEET THE SPECIFICATIONS AND THE POLES ON THIS DRAWING ARE 3 1 TYPE 1 CLAMP AND BASE PEDESTRIAN POLE 1" PVC GROUND TANK PEDESTRIAN PUSH BUTTON POLE GROUNDING DETAILS PEDESTRIAN PUSH BUTTON POLE 4 revised 09-15 4 PEDESTRIAN PUSH BUTTON POLE GROUNDING DETAILS CONDUCTOR GROUNDING EQUIPMENT NO. 6 AWG FOUNDATION TYPE 24-A 6"6"2"-4"GROUND ROD COPPER CLAD 5/8" X 8' AS SHOWN IN THE PLANS CONDUIT - SIZE/TYPE 037 CAP 3'-6"5'INTEGRAL SIGN WITH O.D. 4 •" BASE BREAKAWAY ON PLANS AS SHOWN SIDEWALK CONCRETE 3 APS UNIT FOR MOUNTING DUAL APS UNITS ADAPTER 5 5 revised 06-17 APS UNIT ADDED 88 5 SIGN R10-3eL 5 1. ALL PEDESTRIAN SIGNAL HEADS SHALL BE INSTALLED ON THE 2. ALL WIRING FOR PEDESTRIAN SIGNALS SHALL BE TOTALLY ENCLOSED 3. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTON SIGNS SHALL 5 5 8888 88 5 7'-0" MINIMUM - 10'-0" MAXIMUM5 MOUNTING HEIGHT REVISED REVISED MOUNTING HARDWARE NOTES SIGNAL HEAD REMOVED "SYMBOLS ONLY" PEDESTRIAN AS REQUIRED SIGN R10-3eR WITH APS UNIT 5 APPROVED EQUAL. OR McCAIN QUICKMOUNT OR FOR CLAM SHELLS, USE ICC P/N 4805 USED AS APPROVED BY THE ENGINEER. SHELL MOUNTING HARDWARE MAY BE NOTE: EITHER TYPE 1 CLAMPS OR CLAM 1567 01 FM 720 HEAD DETAILS (DAL) C TXDOT 2017 DALLAS DISTRICT STANDARD September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details102 STOP LINE TRAFFIC FLOW (1-5 FT TYP) SECOND SETBACK ZONES (1-5 FT TYP) FIRST SETBACK ZONES (60-100 FT TYP FOR LEFT TURN LANES) (40-100 FT TYP FOR THROUGH LANES) STOP LINE ZONES (MPH) LIMIT SPEED APPROACH 45 50 55 60 565 485 405 245 300 325 355 380 410 (FT) A DISTANCE (FT) B DISTANCE 65 70 RADAR DETECTION INSTALLATION DETAILS DN:-CK:-DW:-CK:-EF FED.RD. DIV.NO. STATE JOB COUNTY FEDERAL AID PROJECT NO. DISTRICT CONTROL SHEET NO. HIGHWAY NO. 6 REVISIONS Texas Department of Transportation R C Dallas District DALLAS DISTRICT STANDARD TRF-Aus. SECTION TEXAS 18 $CNTY $JOB (SEE TITLE SHEET) $CONT $SECT $HWY RVDS-18 (DAL) 2018 EF---C TxDOT May 2018 360 445 525 DETECTION SYSTEM RADAR VEHICLE 400 440 490 530 575 620 (LF) DETECTION RANGE OF MINIMUMA B RADAR DETECTION ZONE LOCATIONS MAY BE SUBMITTED FOR APPROVAL. OR PRODUCT, AND ALTERNATE MOUNTING METHODS INTENDED TO REPRESENT ANY SPECIFIC BRAND 2. THE RADAR DETECTOR UNITS SHOWN ARE NOT LEFT, RIGHT, AND TO ROTATE. MUST BE ADJUSTABLE TO TILT UP, DOWN, 1. THE RADAR SENSOR MOUNTING BRACKET NOTES: POLE MOUNT SIGNAL MAST ARM POLE RADAR BRACKET RADAR DETECTOR FIELD DRILL WITH GROMMET CGB CONNECTION OR RADAR CABLE BANDING (2 PLACES MIN) 3/4" STAINLESS STEEL MAST ARM MOUNT "A-A"SIGNAL MAST ARM RADAR DETECTOR DRIP LOOP RADAR BRACKET FIELD DRILL WITH GROMMET CGB CONNECTION OR BANDING (2 PLACES MIN) 3/4" STAINLESS STEEL SECTION "A-A" DRIP LOOP SIGNAL MAST ARM RADAR BRACKET FIELD DRILL WITH GROMMET CGB CONNECTION OR RADAR DETECTOR BANDING (2 PLACES MIN) 3/4" STAINLESS STEEL SPAN WIRE MOUNT FOR ADVANCE RADAR SADDLE CLAMP JUNCTION BOX SWAY CABLE TETHER CABLE UNIT DETECTOR RADAR CABLE MESSENGER GROUND TO MESSENGER CABLE BRACKET MOUNTING SIGN September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details103 SHEET NO. LIFT PLATE THIMBLEYE BOLT (Angle Type) EYE NUTS (Twineye & tripleye) GUY CLAMP (3-Bolt) 8-WAY ANCHOR COMPRESSION FITTING CONNECTING LINK GUY ATTACHMENT 3-WAY BAND 135 45 452ƒ" DETAILS FOR STEEL STRAIN POLES STEEL STRAIN POLE SPAN CABLE ATTACHMENT GUY ATTACHMENT FOR 2 WIRES CONNECTION LINK for 2 guy for 1 guy wires wire GUY ATTACHMENT CONNECTION LINK 3 WAY BAND RELIABLE ELECTRIC STRANDVISE (NO. 5202) OR FARGO OR EQUAL RAIN LOOP 6" MIN.SAG= 5% OFLENGTH OF SPANGUY SPREADER 15" MIN.-48" MAX. CONCRETE BACKFILL *ANCHORS SHOULD BE LOCATED BETWEEN THE ANCHOR AND THE POLE BUTT IS EQUAL TO THE DISTANCE FROM THE GROUND TO THE POINT OF GUY ATTACHMENT. IN NO CASE SHOULD THE DISTANCE FROM THE ANCHOR TO THE POLE THE DISTANCE FROM THE GROUND TO THE POINT OF GUY ATTACHMENT. SO THAT THE DISTANCE 3.5' •" LIQUID TIGHT FLEXIBLE METAL CONDUIT ENCLOSED 10" X 10" X 6" NEMA 3R WITH TERMINAL STRIP KULKA PED. PUSH BUTTON SIGN PED. PUSH BUTTON GUY CLAMP OR COMPRESSION FITTING CONCRETE BACKFILL 8-WAY ANCHOR …" STRANDED STEEL CABLE * HOLE DIA = POLE DIA AT BOTTOM + 18" PVC MOULDING COMPRESSION FITTING LIFT PLATE THIMBLEYE BOLTMIN. SQUARE WASHER EYE NUT COMPRESSION FITTING …" STRANDED STEEL CABLE EYE NUT SQUARE WASHER COMPRESSION FITTING SPLIT BOLT CONNECTOR COMPRESSION FITTING LIFT PLATE NO. 6 BARE SQUARE WASHER EYE NUT COMPRESSION FITTING THIMBLEYE BOLT THIMBLEYE BOLT SQUARE WASHER AND NUT MULTI CONDUCTOR 6" HEAVY GUY CLAMP WITH 3-5/8" BOLTS OR RELIABLE ELECTRIC GROUND CONDUIT (SEE LAYOUT SHEETS FOR SIZE (PAY ITEM) RELIABLE ELECTRIC NO.5264 FARGO NO. OR EQUAL GROUND BOX BACKFILL CONCRETE 8" CLASS A OR C CLASS A OR C …"X 8' DOUBLE EYE ANCHOR ROD CLASS A OR C BUTT BE LESS THAN 1/3 OF 12" MAX. STRANDVISE WITH FLEXIBLE BAIL CONDUIT (SEE LAYOUT SHEETS FOR SIZE (PAY ITEM) SOURCES: SOURCES: SOURCES: SOURCES: SOURCES: FOR 1 WIRE (CLASS 2) 40' SOUTHERN YELLOW PINE POLE 1•" LTFM (SUB 682) (SUB 688) 7' MIN- 10' MAX. LIFT PLATE THIMBLEYE BOLT (Angle Type) EYE NUTS (Twineye & tripleye) GUY CLAMP (3-Bolt) 8-WAY ANCHOR COMPRESSION FITTING CONNECTING LINK GUY ATTACHMENT 3-WAY BAND 135 45 452ƒ" DETAILS FOR STEEL STRAIN POLES STEEL STRAIN POLE SPAN CABLE ATTACHMENT GUY ATTACHMENT FOR 2 WIRES CONNECTION LINK for 2 guy for 1 guy wires wire GUY ATTACHMENT CONNECTION LINK 3 WAY BAND RELIABLE ELECTRIC STRANDVISE (NO. 5202) OR FARGO OR EQUAL RAIN LOOP 6" MIN. GUY SPREADER 15" MIN.-48" MAX. CONCRETE BACKFILL *ANCHORS SHOULD BE LOCATED BETWEEN THE ANCHOR AND THE POLE BUTT IS EQUAL TO THE DISTANCE FROM THE GROUND TO THE POINT OF GUY ATTACHMENT. IN NO CASE SHOULD THE DISTANCE FROM THE ANCHOR TO THE POLE THE DISTANCE FROM THE GROUND TO THE POINT OF GUY ATTACHMENT. SO THAT THE DISTANCE 3.5' •" LIQUID TIGHT FLEXIBLE METAL CONDUIT ENCLOSED 10" X 10" X 6" NEMA 3R WITH TERMINAL STRIP KULKA PED. PUSH BUTTON SIGN PED. PUSH BUTTON GUY CLAMP OR COMPRESSION FITTING CONCRETE BACKFILL 8-WAY ANCHOR …" STRANDED STEEL CABLE * PVC MOULDING COMPRESSION FITTING LIFT PLATE THIMBLEYE BOLTMIN. SQUARE WASHER EYE NUT COMPRESSION FITTING …" STRANDED STEEL CABLE EYE NUT SQUARE WASHER COMPRESSION FITTING SPLIT BOLT CONNECTOR COMPRESSION FITTING LIFT PLATE NO. 6 BARE SQUARE WASHER EYE NUT COMPRESSION FITTING THIMBLEYE BOLT THIMBLEYE BOLT SQUARE WASHER AND NUT •" BLACK PLASTIC CABLE STRAPS OR MESSENGER RINGS AT 12" CTRS. 6" HEAVY GUY CLAMP WITH 3-5/8" BOLTS OR RELIABLE ELECTRIC GROUND CONDUIT (SEE LAYOUT SHEETS FOR SIZE (PAY ITEM) RELIABLE ELECTRIC NO.5264 FARGO NO. OR EQUAL GROUND BOX BACKFILL CONCRETE 8" CLASS A OR C CLASS A OR C …"X 8' DOUBLE EYE ANCHOR ROD CLASS A OR C BUTT BE LESS THAN 1/3 OF 12" MAX. STRANDVISE WITH FLEXIBLE BAIL CONDUIT (SEE LAYOUT SHEETS FOR SIZE (PAY ITEM) SOURCES: SOURCES: SOURCES: SOURCES: SOURCES: FOR 1 WIRE (CLASS 2) 40' SOUTHERN YELLOW PINE POLE 1•" LTFM (SUB 682) (SUB 688) 7' MIN- 10' MAX. FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB HIGHWAY SHEET STATE DIST.NO. NO. NO. 6 TEXAS {ADDED AS REQUIRED. ADDITIONAL THIMBLEYE BOLTS SHALL BE TO SUPPORT MORE THAN 3 SAG SPANS. EACH THIMBLEYE BOLT SHALL NOT BE USED (SEE LAYOUT SHEETS) (IF REQUIRED) LUMINAIRES RM CONDUIT FOR (SEE LAYOUT SHEETS) VIVDS CABLE (IF REQUIRED) RM CONDUIT FOR SSR OR 7'(50' POLE) 6'(40' POLE)PENTACHLOROPHENOL TREATED R Y G FEDERAL AID PROJECT NO. DAL ‚" STRANDED STEEL CABLE WIRE MOUNTED TRAFFIC SIGNALS CONSTRUCTION DETAILS FOR SPAN DALLAS DISTRICT STANDARD HUBBELL POWER SYS. NO. 6560 (TWIN), 6510 (SINGLE) MCLEAN POWER SYS. NO. J6515 (TWIN), J6510 (SINGLE) OR EQUAL HUBBELL POWER SYS. NO. 1283 MCLEAN POWER SYS. NO. J0283 OR EQUAL OR EQUAL HUBBELL POWER SYS. NO. 6460, (NO. 5264), FARGO STRANDVISE, HUBBELL POWER SYS. NO. 7898 MCLEAN POWER SYS. NO. J7890 OR EQUAL HUBBELL POWER SYS. NO. 5016 MCLEAN POWER SYS. NO. J8154 OR EQUAL SHEET 1 OF 3 (SEE TITLE SHEET) $CNTY $CONT $SECT $JOB $HWY PEDESTRIAN SIGNAL GROUND ENTRY POINT AT EACH CABLE RAIN LOOP REQUIRED SIGNAL CABLE LUMINAIRE ARM AND FIXTURE YELLOW PLASTIC GUY GUARD September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details104 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB HIGHWAY SHEET STATE DIST.NO. NO. NO. 6 TEXAS 14 15 16 1718 19 20 21 22 9 4 3 2 1 5 6 7 8 9 5 10 11 12 13 TETHER ASSY 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 ITEM 1 1 1 1 1 1 1 1 1 6 6 2 2 2 1 8 4 2 6 2 1 1 QTY CAP, EN-3/4, BLUE (FOR CGB) NUT, HEX HD, Š"-18, STAINLESS WASHER, SPLIT LOCK, Š", STAINLESS WASHER, FENDER, Š", STAINLESS PLATE, TETHER, 1-HOLE, ALUM BOLT, HEX HD,Š"-18 X 1•", STAINLESS BODY, 1•", HANGER, ALUM SCREW, SET SQ HD, ‚"-20 X †", STAINLESS NIPPLE, ALLTHREAD, 1•" NPS X 2.13", ALUM BOLT, HEX HD,‚"-20 X 1•", GRADE 5, STAINLESS WASHER, LOCK SPLIT, ‚", STAINLESS WASHER, SLOTTED, ZINC 2 GASKET, TRI-BOLT, ˆ" X 70 DURO NEOPRENE CAST ARM, FOR HORIZONTAL MOUNTED SIGNAL, ALUM CGB,ƒ" .55-.65, ZINC 1 SCREW, SET SQ HD, Š"-18 X †", STAINLESS TUBE CAP, 1•", PLASTIC TUBE, 1•" X LENGTH, ALUM SCREW, SET SQ HD, ‚"-20 X •", STAINLESS TEE HORIZONTAL SLIP, DIE CAST ALUM SPAN WIRE ADAPTER, ALUM W/ STAINLESS BUSHING SPAN WIRE CLAMP, IRON, W/ U-BOLTS DESCRIPTION ASSEMBLY (BACKPLATE NOT SHOWN) SIGNAL HEAD HARDWARE BOTTOM TETHERED,SPAN WIRE R Y Y G G R Y G R Y GR PUSH BUTTON FOR ONE-WAY ADJUSTABLE FACE SIGNAL FOR WOOD POLE MOUNTING ADJUSTABLE FACE SIGNAL FOR WOOD POLE MOUNTING TWO-WAY WITH ONE-PIECE REFLECTOR SIGN DETAILS SIGN R10-4bR SIGN R10-4bL LIQUID TIGHT FLEXIBLE METAL CONDUIT FIVE WAY CONDUIT FITTING POLE PLATE PEDESTRIAN PUSHBUTTON "EGGCRATE" VISOR PEDESTRIAN SIGNAL PLAN VIEW 9"X12" INSTALLATION HORIZONTAL MOUNT TYPICAL SPAN WIRE INSTALLATION HORIZONTAL MOUNT TYPICAL SPAN WIRE INSTALLATION HORIZONTAL MOUNT TYPICAL SPAN WIRE TYPICAL FLASHING BEACON INSTALLATION RAIN LOOP TOP R Y G R R Y Y G G SIDES R Y R R Y Y G G FRONT AND BACK G Y RAIN LOOP G HARDW ARE KIT FEDERAL AID PROJECT NO. DAL WIRE MOUNTED TRAFFIC SIGNALS CONSTRUCTION DETAILS FOR SPAN DALLAS DISTRICT STANDARD SHEET 2 OF 3 H5LT H4LT H3 143C152A 143C (SEE TITLE SHEET) $CONT $SECT $JOB $HWY $CNTYSeptember 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details105 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB HIGHWAY SHEET STATE DIST.NO. NO. NO. 6 TEXAS LEFT TURN ON GREEN YIELD 1" 3" ALUMINUM RIVET 5" ALUMINUM COUPLING 6061-T6 MEDIUM EXTRUSION HPN053 SPAN WIRE CLAMP SPAN WIRE CLAMP EXTENDER HANGER ASSEMBLY W/ 1" BOLTS UNIDIRECTIONAL BOLT HANGER ASSEMBLY DETAILS R10-12 2. FOR STREET NAME SIGNS, EXTRUDED ALUMINUM SPAN WIRE CLAMP NOTE: ALUMINUM RIVETS SHALL BE USED TO ATTACH THE SIGN TO THE EXTRUDED ALUMINUM. SPACINGS 30" EXTENDER ALUMINUM RIVET OF RIVETS SHALL BE 6" O.C. AS SHOWN. SHALL BE MOUNTED FOR HORIZONTAL SUPPORT UNIDIRECTIONAL BOLT 3" R10-12 2. FOR STREET NAME SIGNS, EXTRUDED ALUMINUM SPAN WIRE CLAMP NOTE: ALUMINUM RIVETS SHALL BE USED TO ATTACH THE SIGN TO THE EXTRUDED ALUMINUM. SPACINGS 30" EXTENDER ALUMINUM RIVET OF RIVETS SHALL BE 6" O.C. AS SHOWN. SHALL BE MOUNTED FOR HORIZONTAL SUPPORT UNIDIRECTIONAL BOLT 3" FEDERAL AID PROJECT NO. DAL WIRE MOUNTED TRAFFIC SIGNALS CONSTRUCTION DETAILS FOR SPAN DALLAS DISTRICT STANDARD >3'-0" UP TO 8'-0" - 2 SUPPORTS REQUIRED SUPPORTS REQUIRED ARE AS FOLLOWS: NOTES: 1. BASED ON SIGN WIDTH, THE NUMBER OF VERTICAL 3'-0" OR LESS - 1 SUPPORT REQUIRED >8'-0" - 3 SUPPORTS REQUIRED X ‚X •X ‚X X X1/6 1/3X 1/3X X1/6 SEE DIAGRAMS FOR SIGN SUPPORT SPACING SHEET 3 OF 3 (SEE TITLE SHEET) $CONT $SECT $JOB $HWY $CNTYSeptember 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details106 DENTONSeptember 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details107 DENTONSeptember 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details108 DENTONSeptember 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details109 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOTof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE: Standard Division Operations Traffic ED(1)-14 71A ed1-14.dgn CONDUIT A. MATERIALS B. CONSTRUCTION METHODS CONDUITS & NOTES ELECTRICAL DETAILS GENERAL NOTES FOR ALL ELECTRICAL WORK AWG 16" x 16" x 4" 12" x 12" x 4" 10" x 10" x 4" 10" x 10" x 4" #1 #2 #4 #6 #8 3 CONDUCTORS 5 CONDUCTORS 7 CONDUCTORS 4" x 12" x12" 4" x 8" x 8" 4" x 10" x10" 4" x 8" x8" 4" x 10" x10" 4" x 8" x8" 4" x 8" x8" 4" x 8" x8" 4" x 8" x8" 4" x 8" x8" 10" x 10" x 4" No substitutions will be allowed for materials on this list. listed on the MPL on TxDOT's website under "Roadway Illumination and Electrical Supplies." Material Producers List (MPL) intended for use on each project. Prequalified materials are 6. When required by the Engineer, notify the Department in writing of materials from the connectors, and bonding jumpers are subsidiary to the various bid items. conductor. Provide stranded bare copper or green insulated grounding conductors. Ground rods, conduits; metal poles; luminaires; and metal enclosures are bonded to the equipment grounding 5. Install grounding as shown on the plans and in accordance with the NEC. Ensure all metallic request. Operate test equipment during inspection as requested by the Engineer. calibrated within the last year. Provide calibration certification to the Engineer upon tester, torque wrenches, and torque screwdrivers. Ensure all equipment has been properly the contract and the NEC: voltmeter, ammeter, megohm meter (1000 volt DC), ground resistance 4. Provide the following test equipment as required by the Engineer to confirm compliance with steel when plans specify galvanized, provided the bolt size is • in. or less in diameter. 3. Miscellaneous nuts, bolts and hardware, except for high strength bolts, may be stainless additional cost to the Department. is justification for rejection. Replace or reinstall rejected material or equipment at no listing. Faulty fabrication or poor workmanship in any material, equipment, or installation acceptable equal to a NEMA listed device. Acceptable devices may have both a NEMA and IEC International Electrotechnical Commission (IEC) listed devices will not be considered an LLC can be considered equivalent to UL. Where reference is made to NEMA listed devices, as Canadian Standard Association (CSA), Intertek Testing Services NA Inc., or FM Approvals Underwriters Laboratories (UL) or a Nationally Recognized Testing Lab (NRTL). NRTLs such specifications, National Electrical Manufacturers Association (NEMA), and are listed by the applicable articles of the National Electrical Code (NEC), TxDOT standards and 2. Provide new and unused materials. Ensure that all materials and installations comply with diagrammatic and may be shifted to accommodate field conditions. 1. The location of all conduits, junction boxes, ground boxes, and electrical services is October 2014 not applicable to the table, size junction boxes in accordance with NEC. sizes is present, count the conductors as if all are of the larger size. For situations through one conduit with no more than four conduits per box. When a mixture of conductor the following table, which applies to the greatest number of conductors entering the box 3. Unless otherwise shown on the plans, provide junction boxes with a minimum size as shown in Properly bond all metal conduits. 2. Provide galvanized steel RMC for all exposed conduits, unless otherwise shown on the plans. called for on polyvinyl chloride (PVC) systems. systems. Provide liquidtight flexible nonmetallic conduit (LFNC) when flexible conduit is (LFMC) when flexible conduit is called for on galvanized steel rigid metallic conduit (RMC) substitute other types of conduits for those shown. Provide liquidtight flexible metal conduit Provide conduit types according to the descriptive code or as shown on the plans. Do not conduits listed under Item 618 on the MPL under "Roadway Illumination and Electrical Supplies." For Construction And Maintenance Of Highways, Streets, And Bridges," latest edition. Provide Specification (DMS) 11030 "Conduit" and Item 618 "Conduit" of TxDOT's "Standard Specifications 1. Provide conduit, junction boxes, fittings, and hardware as per TxDOT Departmental Material otherwise noted on the plans. 7. Provide PVC junction boxes intended for outdoor use on PVC conduit systems, unless the same requirements for junction boxes used with RMC systems. in accordance with the NEC. Provide junction boxes for IMC conduit systems that meet use, unless otherwise noted on the plans. Size all galvanized steel junction boxes junction boxes made from galvanized steel sheeting, listed and approved for outdoor unless specifically required by the plan sheets. When EMT is called for, provide 6. Do not use intermediate metal conduit (IMC) or electrical metallic tubing (EMT) aluminum boxes. Size outlet boxes according to the NEC. junction boxes containing only 10 AWG or 12 AWG conductors. Do not use die cast 5. Provide hot dipped galvanized cast iron or sand cast aluminum outlet boxes for an internal volume greater than 100 cu. inches. conduit entries are on the same side. Mechanically secure all junction boxes with conduit within 3 ft. of the enclosure or within 18 in. of the enclosure if all purpose and supported by connection of two or more rigid metal conduits. Secure entering raceways must have threaded entries or hubs identified for the intended 4. Junction boxes with an internal volume of less than 100 cu. in. and supported by paint as an alternative for materials required to be galvanized. as allowed under Item 445 "Galvanizing." Do not paint non-galvanized material with a zinc rich more zinc content) to alleviate overspray. Use zinc rich paint to touch up galvanized material cut ends of all mounting strut and RMC (threaded or non-threaded) with zinc rich paint (94% or 14. File smooth the cut ends of all mounting strut and conduit. Before installing, paint the field conduit sealant. tests. Do not use duct tape as a permanent conduit sealant. Do not use silicone caulk as a the Engineer. Seal conduit immediately after completion of conductor installation and pull 13. Seal ends of all conduits with duct seal, expandable foam, or by other methods approved by from the bottom of the box. See the ground box detail on sheet ED(4). 12. Place conduits entering ground boxes so that the conduit openings are between 3 in. and 6 in. 11. At all electrical services, install a 6 AWG solid copper grounding electrode conductor. required, if the duct extends the full length through the casing. grounding conductor. Bonding of conduit used as a casing under roadways for duct cable is not or equipment grounding conductor. Ensure all bonding jumpers are the same size as the equipment 10. Install a bonding jumper from each grounding bushing to the nearest ground rod, grounding lug, install a grounding type bushing on all metal conduit terminations. 9. Fit the ends of all PVC conduit terminations with bushings or bell end fittings. Provide and tight sealing hubs are not required. cans, service enclosures, auxiliary enclosures and junction boxes. Grounding bushings on water hubs or using boxes with threaded bosses. This includes surface mounted safety switches, meter 8. Ensure conduit entry into the top of any enclosure is waterproof by installing conduit sealing conduit and prove it clear in accordance with Item 618 prior to installing any conductors. durable duct tape are allowed. Tightly fix the tape to the conduit opening. Clean out the after installation to prevent entry of dirt, debris and animals. Temporary caps constructed of 7. During construction, temporarily cap or plug open ends of all conduit and raceways immediately 6. Provide and place warning tape approximately 10 in. above all trenched conduit as per Item 618. Backfill", 402 "Trench Excavation Protection", and 403 "Temporary Special Shoring." Items 110 "Excavation", 400 "Excavation and Backfill for Structures", 401 "Flowable new roadways, backfill all trenches with cement-stabilized base as per requirements of material unless otherwise noted on the plans. When placing conduit in the sub-base of 5. When placing conduit in the sub-grade of new roadways, backfill all trenches with excavated or Box" prior to installing conduit or duct cable to prevent bending of the connections. compact the bore pits below the conduit per Item 476 "Jacking, Boring, or Tunneling Pipe driveways, sidewalks, or after the base or surfacing operation has begun. Backfill and 4. Unless otherwise shown on the plans, jack or bore conduit placed beneath existing roadways, specifically in the plans or as approved by the Engineer. 3. Do not attach conduit supports directly to pre-stressed concrete beams except as shown on ED(2). Install conduit support within 3 ft. of all enclosures and conduit terminations. attaching metal conduit to surface of concrete structures. See "Conduit Mounting Options" 2. Space all conduit supports at maximum intervals of 5 ft. Install conduit spacers when for the required expansion conduit fittings. amount of expansion to the Engineer upon request. Do not use LFMC or LFNC as a substitute movement at no additional cost to the Department. Provide the method of determining the joint conduit fittings. Repair or replace expansion joint fittings that do not allow for requested by the project Engineer, supply manufacturer's specification sheet for expansion externally exposed on structures such as bridges at maximum intervals of 150 ft. When and install expansion joint fittings on all continuous runs of galvanized steel RMC conduit the structure's expansion joints to allow for movement of the conduit. In addition, provide 1. Provide and install expansion joint conduit fittings on all structure-mounted conduits at the service riser conduit. properly sized stainless steel or hot dipped galvanized one-hole standoff straps are allowed on 10. Use two-hole straps when supporting 2 in. and larger conduits. On electrical service poles, foundations. foundations. Provide PVC or galvanized steel RMC elbows as called for at all ground boxes and and schedule as shown on the plans. Do not extend substituted conduit into ground boxes or the HDPE conduit to PVC (or RMC elbow when required) at the bore pit. Provide conduit of the size except that the conduit is supplied without factory-installed conductors. Make the transition of size PVC called for in the plans. Ensure the substituted HDPE meets the requirements of Item 622, conduit bid under Item 618. Ensure bored HDPE substituted for PVC is schedule 40 and of the same the Engineer, substitute HDPE conduit with no conductors for bored schedule 40 or schedule 80 PVC conductors according to Item 622 "Duct Cable." At the Contractor's request and with approval by 9. When required, provide High-Density Polyethylene (HDPE) conduit with factory installed internal PVC elbows are subsidiary to various bid items. concrete. PVC extensions are allowed on these concrete encased rigid metal elbows. RMC or metal elbow is not required if the entire RMC elbow is encased in a minimum of 2 in. of elbow by means of a grounding bushing on a rigid metal extension. Grounding of the rigid the plans and any portion of the RMC elbow is buried less than 18 in., ground the RMC the PVC conduit system. When galvanized steel RMC elbows are specifically called for in a flat, high tensile strength polyester fiber pull tape for pulling conductors through 8. Provide PVC elbows in PVC conduit systems, unless otherwise shown on the plans. Use only DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details110 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard Division Operations Traffic ELECTRIC CONDUIT TO BRIDGE DECK ATTACHMENT CONDUIT MOUNTING OPTIONS 71B ED(2)-14 ed2-14.dgn CONDUIT SUPPORTS ELECTRICAL DETAILS TYPICAL CONDUIT ENTRY TO BRIDGE STRUCTURE DETAIL EXPANSION ANCHOR NOTES FOR BRIDGE DECK ATTACHMENT See ED(1)B.2 Attachment to concrete surfaces h h introduced after conduit installation. at the required minimum embedment depth ( ef). No lateral loads shall be breakout, and concrete pullout strengths as determined by ACI 318 Appendix D) 6. Use anchors of minimum 1600 Lbs tensile capacity (minimum of steel, concrete thread length for proper torqueing and tightening of anchors. embedment depth, ( ef), as shown. Increase ( ef)as needed to ensure sufficient deck strands or reinforcement. Install anchors to ensure a minimum effective 5. Prior to hole drilling, use rebar locator to ensure clearing of existing the structure. be witnessed and approved by the Engineer prior to furnishing anchors on demonstration test to evaluate the procedures and tools. The test shall manufacturer's published installation instructions. Arrange a field 4. Install anchors as shown on the plans and in accordance with the anchor wedge shall be stainless steel. application in marine environment, both the anchor body and expansion bodies can be either zinc-plated carbon steel or stainless steel. For manufactured with carbon steel expansion wedges are not allowed. Anchor 3. Use anchors manufactured with stainless steel expansion wedges. Anchors uncracked concrete. list; and do not use expansion anchors that are only approved for use in do not use expansion anchors that are not included in the ICC-ES approval 2. Unless otherwise approved by the Engineer: do not use adhesive anchors; Anchors. maintained on the ICC-ES website under Division 031600 for Concrete ICC-ES Evaluation Report number, and its approval status shall be Service (ICC-ES). The chosen anchor product shall have a designated use in cracked concrete by the International Code Council, Evaluation 1. Use torque controlled mechanical expansion anchors that are approved for h HANGER ASSEMBLY DETAIL 1" ƒ" Bridge Deck Hex Nut Hex Nut efh Threaded Coupler Nut Washer & Flat Washer Hex Nut, Split Lock Washer & Flat Washer Hex Nut, Split Lock Oversized Cut Washer Washer & Square or Hex Nut, Split Lock Channel Mounting Conduit Min. =2 •" Anchor Expansion …" Dia. Rod Threaded …" Dia. "SPAN" less than 2' 2'-0" to 2'-6" >2'-6" to 3'-0" 1 †" x 1 …" "H" "W" 12 Ga. 1 †" x 1 †" 1 †" x 2 ‹" 12 Ga. 12 Ga. "W" x "H" CONDUIT MOUNTING CHANNEL "T" "T" capacity is not reduced by more than 15%. patterns are allowed, if the load carrying Channels with round or short slotted hole Conduit (RMC) Rigid Metal Channel Mounting Conduit CONDUIT HANGING DETAIL1'-3"6" [ Girder [ Girder Deck Bridge Min 1" Min ASSEMBLY DETAIL" See "HANGER MaxVaries Channel Conduit Mounting "SPAN" Clamp Conduit Conduit (RMC) Rigid Metal [ …" Diameter & Threaded Rods Expansion Anchors PVC Conduit Wing Wall 3' max. RMC Fitting Expansion Conduit galvanized) or equal) (Hot dip Kindorf, Unistrut Channel (B-line, Conduit Mounting Structure Concrete Conduit Strap galvanized or hot dipped Stainless steel Strut Type(mounting shoe) Conduit Spacer Structure Concrete Conduit min.1" conduit strap malleable galvanized Hot-dipped 1 •" max. depth 1" min., anchor. Anchor to 2" use …" dia. For conduits 1 •" ‚" dia. anchor. up to 1 ‚" use for conduit •" expansion anchor: Stainless steel Min. •"1 •" max. depth 1" min., anchor. Anchor steel expansion …" Stainless October 2014 DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details111 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO.of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard Division Operations Traffic ED(3)-14 71C ed3-14.dgn CONDUCTORS ELECTRICAL DETAILS tape adhesive Hot melt A. MATERIAL INFORMATION ELECTRICAL CONDUCTORS B. CONSTRUCTION METHODS Tube Shrink Heat type connector "C" clamp cover insulating splice with gel-filled Listed Screw Type molded cover See through molded clamp Snap-lock, SPLICE OPTION 3 overlap 2" Min. „" to ‚" of tubing by extend past end tape. Tape to hot melt adhesive conductors with Seal between Compression Type SPLICE OPTION 1 Split Bolt Type SPLICE OPTION 2 overlap 2" Min. tape adhesive Hot melt „" to ‚" of tubing by extend past end tape. Tape to hot melt adhesive conductors with Seal between sharp edges heat shrink from tape to protect hot melt adhesive connector with Wrap split bolt Tube Shrink Heat overlap 2" Min. Split bolt overlap 2" Min. „" to ‚" tubing by past end of Tape to extend adhesive tape. hot melt diameter with insulation Increase „" to ‚" tubing by past end of Tape to extend adhesive tape. hot melt diameter with insulation Increase connections for making Set Screw/Lug C. TEMPORARY WIRING GROUND RODS & GROUNDING ELECTRODES A. MATERIAL INFORMATION B. CONSTRUCTION METHODS the NEC. during the construction process in a timely manner and in conformance with 5. Protect and when necessary repair any existing electrical conduits uncovered conformance with the NEC. lowest point. Ground messenger wires that support power conductors in the vertical clearance to ground is at least 18 ft. when measured at the in areas subject to vehicle traffic or mobile construction equipment, ensure horizontally from any metal structure. Where installing temporary conductors the splices are more than 10 ft. above grade vertically and more than 5 ft. 4. Enclose conductor splices within a listed enclosure or ground box, or ensure where approved. 3. Use listed wire nuts with factory applied sealant for temporary wiring following: molded cord and plug set, receptacle, or circuit breaker type. and refrigerators located outdoors at grade. GFCI may be any one of the portable electrical equipment, power tools, ice machines, ice storage bins 2. Provide a ground fault circuit interrupter (GFCI) for power outlets for the NEC article "Temporary Installations" and Department standard sheets. 1. Install temporary conductors and electrical equipment in accordance with Listed Screw Type horizontal trench for rocky soil or a solid rock bottom. 7. Written authorization is required before installing a ground rod in a and properly sized bonding jumper on each end of the metal conduit. conductors with metal conduit, provide and install a grounding type bushing conductors with non-metallic conduit. When protecting grounding electrode 6. Unless otherwise called for in the plans, protect grounding electrode radius bend of four inches for these conductors. lightning protection ground rods. When a bend is required, ensure a minimum 5. Route all conductors as short and straight as possible for connection to at the clamp location. 4. Remove all non-conductive coatings such as concrete splatter from the rod the rod. 3. Install ground rods so the imprinted part number is at the upper end of 2. Do not place ground rods in the same drilled hole as a timber pole. soil, ensure that the upper end is between 2 to 4 in. below finished grade. readily accessible for inspection or repairs. For ground rods installed in in concrete, ensure the connection of the conductor to the ground rod is concrete, or both, as called for in the plans. For ground rods installed 1. Furnish auxiliary ground rods for lightning protection and install in soil, under Item 620. installations, provide a minimum size 8 AWG EGC. The EGC is paid for are bonded together at every accessible location. For traffic signal current carrying conductor contained in the conduit. Ensure all EGCs Unless shown elsewhere, size the EGC to be the same size as the largest (EGC) in all conduits that contain circuit wiring of 50 volts or more. 12. Provide and install a separate stranded equipment grounding conductor October 2014C TxDOT subsidiary to various bid items. materials, breakaway disconnects, splice covers, and fuse holders are UL listed gel-filled insulating splice covers. Splicing materials, insulating adhesive tape to fill the gap and seal the ends of heat shrink tubing. Provide split bolt connectors for splicing as specified in DMS 11040. Use hot melt 4. Use listed compression or screw type pressure connectors, terminal blocks, or with a permanent marker. identification as shown in the plans. Print circuit identification on the tag two straps, large enough to indicate circuit number, letter, or other around both circuit conductors at each accessible location. Provide tags with identify the conductors of each branch circuit by attaching a non-metallic tag 3. Where two or more circuits are present in one conduit or enclosure, permanently plans. electrode conductor to the concrete encased grounding electrode as shown in the with a UL listed connector in accordance with DMS 11040. Connect the grounding the service location. Connect the grounding electrode conductor to the ground rod service equipment to the concrete encased grounding electrode or the ground rod at 2. Provide a solid copper 6 AWG grounding electrode conductor to bond the electrical least 6 in. of the conductor's insulation with half laps of tape. jacket or by colored tape. When identifying conductors with colored tape, mark at color jacket. Identify electrical conductors 4 AWG and larger by continuous color system. Identify conductors 6 American Wire Gauge (AWG) and smaller by continuous except green, white, or gray. Keep color scheme consistent throughout the wiring or bare conductors. Identify ungrounded (hot) conductors with any color insulation white insulation. Identify grounding conductors (ground wires) with green insulation conductors in conformance with the NEC. Identify grounded (neutral) conductors with under "Roadway Illumination and Electrical Supplies" Item 620. Color code insulated conductors as listed on the Material Producers List (MPL) on the Department web site Specification (DMS)11040 "Conductors" and Item 620 "Electrical Conductors." Provide 1. Provide Type XHHW insulated conductors in accordance with Departmental Material as shown on the MPL. openings. Leave unused openings factory sealed. Use prequalified breakaway connectors a single opening in a boot. Provide waterproof boots with the correct number of around the conductor to ensure waterproof connection. Only one conductor may enter breakaway devices. Trim waterproofing boots on breakaway connectors to fit snugly threaded connections. Proper terminations are critical to the safe operation of instructions when terminating conductors to breakaway connectors. Properly torque conductors pass through a breakaway support device. Follow manufacturer's 11. Install breakaway connectors on conductors bid under Item 620 whenever those listing for maximum number and size of conductors allowed. connector is rated for multiple conductors. Do not exceed the pressure connector's 10. Do not terminate more than one conductor under a single connector, unless the Use only approved splicing methods. 9. Do not repair damaged conductors with duct tape, electrical tape, or wire nuts. insulation resistance test at no additional cost to the department. 8. Replace conductors and cables that are damaged beyond repair or that fail an conductor strands or removed strands will be considered damaged. nicking the individual strands of the conductor. Conductors with nicked individual 7. When terminating conductors, remove the insulation and jacketing material without 6. Support conductors in illumination poles with a J-hook at the top of the pole. accumulation of water. ground boxes. Install wire nuts in an upright position to prevent the smaller conductors in above ground junction boxes, but not in pole bases or 5. Wire nuts with factory applied waterproof sealant may be used for 8 AWG or manufacturer's specifications when used in place of heat shrink tubing. 4. Size and install gel-filled insulating splice covers according to been burned, or overheated, is considered defective and must be replaced. seal the ends of heat shrink tubing. Heat shrink tubing that appears to have past the heat shrink tubing. Use hot melt adhesive tape to fill the gap and the individual conductors and the heat shrink tubing. Ensure the tape extends insulation using hot melt adhesive tape to provide a watertight seal between conductors, prior to heating the tubing, increase the diameter of the conductor may not shrink sufficiently to provide a watertight seal around the individual minimum of 2 in. past both sides of the splice. Where heat shrink tubing watertight splice. Overlap conductor insulation with heat shrink tubing a heat shrink tubing or gel-filled insulating splice covers to provide a terminal blocks, or split bolt connectors. Insulate splices with heavy wall enclosures and use only listed compression or screw type pressure connectors, 3. Make splices only in junction boxes, ground boxes, pole bases, or electrical length of conductor at enclosures, weatherheads and pole bases. boxes when pulled through with no splice. Leave 1 ft. minimum, 1.5 ft. maximum ground boxes. Leave 3 ft. minimum, 4 ft. maximum length of conductor in ground 2. Leave 2 ft. minimum, 3 ft. maximum length for each conductor up to the splice in Engineer to witness the tests. insulation resistance tests in accordance with Item 620. Coordinate with the needed alterations or repairs at no additional cost to the department. Perform perform conductor pull test. If a conductor cannot be freely pulled, make any conductors through the conduit system. After installing conductors in conduit, 1. Use only a flat, high tensile strength polyester fiber pull tape for pulling specific locations including electrical service, see individual plan sheets. plans sheets. Concrete encased grounding electrodes may be called for in length rods may be called for in some specific locations, see the individual ground rods according to DMS 11040 and the plans. Larger diameter or longer 1. Provide and install a grounding electrode at electrical services. Provide DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details112 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard Division Operations Traffic ED(4)-14 71D ed4-14.dgn GROUND BOXES ELECTRICAL DETAILS GROUND BOXES APRON FOR GROUND BOX PLAN VIEW AA (1) SECTION A - A 3" to 6" 2"2" 10"(typ) box Ground steel Reinforcing No. 3 duct cable Conduit or steel Reinforcing No.3 box Ground (typ) 10"Depth of box Apron-Full (typ) 10" ell Conduit (when required) Concrete Apron Class A PVC (4) fitting for RMC. Bell end bushing for Grounding (2) fill (3) 9" Aggregate B. CONSTRUCTION METHODS 4. Provide larger ground boxes in accordance with Item 624 and as shown in the plans. 3. Ensure ground box cover is correctly labeled in accordance with DMS 11070. and Electrical Supplies," Item 624. the Material Producers List (MPL) on the Department web site under "Roadway Illumination 2. Provide Type A, B, C, D, and E ground boxes as shown in the plans, and as listed on Item 624 "Ground Boxes." accordance with Departmental Material Specification (DMS) 11070 "Ground Boxes" and 1. Provide polymer concrete ground boxes measuring 16x30x24 in. (WxLxD) or smaller in GROUND BOX COVER L J K H I P PLAN VIEW SIDEEND M Nfor head recess bolt with Hole for •" See DMS 11070 requirements. and labeling For cover logo GROUND BOX DIMENSIONS TYPE A B C D E GROUND BOX COVER DIMENSIONS DIMENSIONS (INCHES) H I N PJKLM 23 13 ƒ13 • 30 •30 ‚17 •13 ‚17 ‚ 2 2 23 ‚9 ‡5 „ 6 ƒ 1 … 1 … A, B & E C & D TYPE October 2014 OUTSIDE DIMENSIONS (INCHES) 12 X 23 X 11 12 X 23 X 22 (Width x Length X Depth) 16 X 29 X 11 16 X 29 X 22 12 X 23 X 17 conduits terminating in a ground box. the ground box. Install a PVC bushing or bell end fitting on the upper end of all PVC Ground RMC elbows when any part of the elbow is less than 18 in. below the bottom of (4) Install a grounding bushing on the upper end of all RMC terminating in a ground box. interior volume of the box. (3) Place aggregate under the box, not in the box. Aggregate should not encroach on the (2) Maintain sufficient space between conduits to allow for proper installation of bushing. or bell end fittings. that ground box walls do not interfere with the installation of grounding bushings (1) Uniformly space ends of conduits within the ground box. Position ends of conduits so A. MATERIALS 11. Bond metal ground box covers to the grounding conductor with a tank ground type lug. identifying the specific boxes in writing. This work will be paid for separately. of the contract, the Engineer may direct the Contractor to bond the metal covers, 10. If other ground boxes with metal covers are within the project limits but are not part fully describing the work required. Verify existing ground boxes with metal covers are shown on the plans, with notes as the grounding conductor. The bonding jumper is subsidiary to various bid items. equipment grounding conductor with a 3 ft. long stranded bonding jumper the same size 9. If an existing ground box in the contract has a metal cover, bond the cover to the below grade. to cut an appropriately sized hole for conduit entry in the side wall at least 18 inches 8. When a type B or D ground box is stacked to meet volume requirements, it is allowable together and to the ground rod with listed connectors. 7. When a ground rod is present in a ground box, bond all equipment grounding conductors Do not use silicone caulk as a sealant. foam, or other method as approved. Do not use duct tape as a permanent conduit sealant. and pull tests. Permanently seal the ends of all conduits with duct seal, expandable 6. Permanently seal conduits immediately after the completion of conductor installation 5. Temporarily seal all conduits in the ground box until conductors are installed. conduits so grounding bushings and bell end fittings can easily be installed. 4. Install all conduits and ells in a neat and workmanlike manner. Uniformly space boxes. 3. Keep bolt holes in the box clear of dirt. Bolt covers down when not working in ground subsidiary to ground boxes when called for by descriptive code. under the box. Ground box aprons, including concrete and reinforcing steel, are of concrete for the apron extends from finished grade to the top of the aggregate bed 2. Cast ground box aprons in place. Reinforcing steel may be field bent. Ensure the depth aggregate. least 9 inches deep, prior to setting the ground box. Install ground box on top of Item 302 "Aggregates for Surface Treatments." Ensure aggregate bed is in place and at and setting ground box. Provide Grade 3 or 4 coarse aggregate as shown on Table 2 of 1. Remove all gravel and dirt from conduit. Cap all conduits prior to placing aggregate DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details113 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard Division Operations Traffic 71E ED(5)-14 ed5-14.dgn ELECTRICAL SERVICES NOTES SERVICE NOTES & DATA ELECTRICAL DETAILS TOP MOUNTED PHOTOCELL or equal) Kindorf, B-line channel(Unistrut, Conduit mounting 6" and photocell receptacle photocell Standard 3-prong cell and pole. between photo- to 1" clearance to provide •" Conduit, bend •" RM utility company. as allowed by by Engineer, and or as directed finished grade to 20 feet above the pole or 18 from the top of 6" to 8" measured Mount Photocell Support Service of pole photocells as shown on Top Mounted Photocell Detail. operation. Mount photocell facing north when practical. Mount top photocell from stray or ambient night time light to ensure proper 1.Provide photocell as listed on the MPL. Move, adjust, or shield the 3/#2 2P/100 28.1N/A ID Service Elec. SB 183 Number Sheet Plan No./Size Conductors Service Amps Switch Safety Pole/Amps Ckt. Bkr. Main Amps Contractor Two-Pole Amp Rating Loadcenter Panelbd/ ID Circuit Branch Pole/Amps Ckt. Bkr. Branch Amps Circuit Branch Load KVA 262P/40Lighting NB Lighting SB Underpass Sig. Controller Luminaires Flashing Beacon 1 Flashing Beacon 2 252P/40 151P/20 231P/30 1P/20 1P/20 100 70 100 N/A 30 2P/60N/A N/A 3/#6 3/#6 1 ‚" 1 ‚" 289 30 58 NB Access 2nd & Main N/A ELECTRICAL SERVICE DATA 5.3 ELC SRV TY A 240/480 100(SS)AL(E)SF(U) ELC SRV TY D 120/240 060(NS)SS(E)TS(O) ELC SRV TY T 120/240 000(NS)GS(N)SP(O) * * Electrical Service Description documentation from the electric utility provider to the Engineer. breaker's ampere interrupting capacity (AIC) rating and provide verify that the available fault current is less than the circuit 2.When the utility company provides a transformer larger than 50 KVA, ensure handle is lockable in both the "On" and "Off" positions. 1.Field drill flange-mounted remote operator handle if needed, to * * * Size Conduit Service * 2"100 CCTV 2P/20 1P/20 9 3 4 4 October 2014 with a conduit sealing hub or threaded boss, such as a meter base hub. Grounding bushings are not required when the end of the metal conduit is fitted bushings on all metal conduits, and terminate bonding jumpers to grounding bus. penetrate the equipment mounting panel inside the enclosure. Provide grounding 15.Do not install conduit in the back wall of a service enclosure where it would enclosure that has no door pocket. drawings before completion of the work to the Engineer, instead of placing in 11 in. x 17 in. plan sheets to 8 • in. x 11 in before laminating. Deliver these sheets detailing equipment and branch circuits supplied by that service. Reduce 14.When providing an "Off The Shelf" Type D or Type T service, provide laminated plan sheets, the installing contractor is to redline plan sheets before laminating. 8 • in. x 11 in. before laminating. If the installation differs from the plan in the service enclosure's document pocket. Reduce 11 in. x 17 in. plan sheets to branch circuits supplied by that service. The laminated plan sheets are to be placed will copy and laminate the actual project plan sheets detailing all equipment and used to build the enclosure in the enclosure's data pocket. The installing contractor drawings and the laminated plan sheet showing the electrical service data chart service. Before shipment to the job site, place the applicable laminated schematic enclosure manufacturers will prepare and submit a schematic drawing unique to each 13.For all electrical service enclosures listed under Item 628 on the MPL, the UL 508 company specifications. 12.Ensure all mounting hardware and installation details of services conform to utility movement demonstrated to the satisfaction of the Engineer. required on all installed conductors, with at least six inches of free conductor conductor. Ensure any bend in LFMC never exceeds 180 degrees. A pull test is terminated with a grounding fitting. The LFMC must contain a grounded (neutral) need not be strapped. Each end of LFMC must have a grounding bushing or be length. Strap LFMC within 1 foot of each end. LFMC less than 12 inches in length LFMC the same size as service entrance conduit. LFMC must not exceed 3 feet in service enclosure when they are mounted 90 to 180 degrees to each other. Size the 11.Use of liquidtight flexible metal conduit (LFMC) is allowed between the meter and grounding bushing on the RMC where it terminates in the service enclosure. the conduit shown on the layout for that particular branch circuit. Install a a minimum of 6 inches underground and then couple to the type and schedule of on the layout sheets for branch circuit conduit. Extend all rigid metal conduits conduit for branch circuit entry to enclosure is the same size as that shown conductor. Size the service entrance conduit as shown in the plans. Ensure • in. PVC conduit containing the electrical service grounding electrode 10.Provide rigid metal conduit (RMC) for all conduits on service, except for the when furnished by the Contractor, will be paid for separately. the elbow, including service conduit and conductors for the utility pole riser service. For an underground utility feed, all service conduit and conductors after including the riser or the elbow below ground are subsidiary to the electrical 9.All electrical service conduit and conductors attached to the electrical service 12 inches minimum, 18 inches maximum, or as required by utility. weatherhead. The lengths of the conductors outside the weatherhead are to be entrance conductor exits through a separately bushed non-metallic opening in the with half laps of colored tape, when identifying conductors. Ensure each service jacket or by colored tape. Mark at least 6 inches of the conductor's insulation Identify electrical conductors sized 4 AWG and larger by continuous color Wire Gauge (AWG). Identify size 6 AWG conductors by continuous color jacket. and white colored XHHW service entrance conductors of minimum size 6 American 8.Provide wiring and electrical components rated for 75°C. Provide red, black, stainless steel may be used. 7.When galvanized is specified for nuts, screws, bolts or miscellaneous hardware, incidental contact as required by the NEC. enclosure do not need a dead front trim. Protect incoming line terminations from 6.Enclosures with external disconnects that de-energize all equipment inside the locks are installed. Unless otherwise approved, do not energize electrical service equipment until enclosures. Master Lock #2195 keys and locks become property of the State. provide Master Lock #2195 Type 2 with brass tumblers for "off the shelf" keyed #2195 for all custom electrical enclosures. Installing Contractor is to 5.The enclosure manufacturer will provide Master Lock Type 2 with brass tumblers work as approved. with the utility provider to determine costs and requirements, and coordinate the with these charges prior to engaging the utility company to do the work. Consult are paid for in accordance with Item 628. Get approval for the costs associated charges, and other charges by the utility company to provide power to the location with utility requirements. Primary line extensions, connection charges, meter 4.Coordinate with the Engineer and the utility provider for metering and compliance complete electrical service as specified in the plans. 3.Provide all work, materials, services, and any incidentals needed to install a detailed on the plans. Illumination and Electrical Supplies," Item 628. Provide other service types as on the Material Producers List (MPL) on the Department web site under "Roadway Standard Specifications. Provide electrical service types A, C, and D, as listed "Electrical Services-Pedestal (PS)", and Item 628 "Electrical Services" of the "Electrical Services-Type D," DMS 11084 "Electrical Services-Type T," DMS 11085 "Electrical Services-Type A," DMS 11082 "Electrical Services-Type C," DMS 11083 Departmental Material Specification (DMS) 11080 "Electrical Services,"DMS 11081 2.Provide electrical services in accordance with Electrical Details standard sheets, and guarantees as a customary trade practice, furnish these to the State. or installation is justification for rejection. Where manufacturers provide warranties Data chart in the plans. Faulty fabrication or poor workmanship in material, equipment, circuit breaker panels, and branch circuit breakers as shown on the Electrical Service Provide and install electrical service conduits, conductors, disconnects, contactors, Association (NEMA) standards. Ensure material is Underwriters Laboratories (UL) listed. provisions of the National Electrical Code (NEC) and National Electrical Manufacturers 1.Provide new materials. Ensure installation and materials comply with the applicable in the PS descriptive code, provide an AL enclosure. DMS 11080 and 11085. Do not provide GS pedestal services. If GS is shown 4.Provide pedestal service (PS) enclosures in accordance with ED(9) and not paint stainless steel. and D in accordance with DMS 11080, 11081, 11082, 11083, and 11084. Do 3.Provide aluminum (AL) and stainless steel (SS) enclosures for Types A, C, DMS 11080, 11082, 11083, and 11084. photocell or lighting contactor. Provide GS enclosures in accordance with and for Type D and T services that do not use an enclosure mounted 2.Type galvanized steel (GS) enclosures may be used for Type C panelboards 1.Provide threaded hub for all conduit entries into the top of enclosure. 1.0 requirements. Ensure conduit size meets the National ELectrical Code. Verify service conduit size with utility. Size may change due to utility meter electrical service data chart specific to that service as shown in the plans. Example only, not for construction. All new electrical services must have box with cover. aluminum outlet or sand cast cast iron, galvanized, Hot dipped Schematic Type Enclosure Type Photocell Mounting Location Service Support Type Service Voltage V / V ELEC SERV TY X XXX/XXX XXX (XX) XX (X) XX (X) EXPLANATION OF ELECTRICAL SERVICE DESCRIPTIVE CODE Typically Type T 000 indicates main lug only/ Disconnect Amp Rating Meter-Check with Utility (NS)= No safety Switch Ahead of Meter-Check with Utility (SS)= Safety Switch Ahead of AL= Aluminum (Custom Enclosure)See MPL SS= Stainless steel(Custom Enclosure)See MPL GS= Galvanized steel("off the shelf") Lighting Contactor Required (N)= None/No Photocell or (L)= Luminaire mounted (T)= Top of pole Mounted (E)= Inside Service/Enclosure from Utility U= Underground Service Feed from Utility O= Overhead Service Feed PS= Pedestal Service signal pole TS= Service on traffic EX= Existing pole for separately OT= Pole by others or paid SF= Steel frame SP= Steel pole TP= Timber pole OC= Other concrete GC= Granite concrete between straps supporting conduit. from box. 5 foot maximum spacing Install conduit strap maximum 3 feet SERVICE ASSEMBLY ENCLOSURE MAIN DISCONNECT & BRANCH CIRCUIT BREAKERS PHOTOELECTRIC CONTROL DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details114 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT CONT FILE:DATE:Standard Division Operations Traffic ED(7)-14 ed7-14.dgn TYPES SF & SP SERVICE SUPPORT ELECTRICAL DETAILS WITHOUT SAFETY SWITCH PVCRMC 2" SERVICE SUPPORT TYPE SP (O) - OVERHEAD SERVICE of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:SERVICE SUPPORT TYPE SF & SP joint material •" expansion pitch (typ.) and #2 spiral at 6" reinforcing bars foundation 4-#5 24" dia. X 60" utility RMC to (typ.) at 6" pitch and #2 spiral reinforcing bars foundation 4-#5 24" dia. x 36" depth TOP VIEW Inset A Inset A HOOKED ANCHOR DETAIL Inset B Inset B 4" max. 3' INSET B See Note 4 INSET A 71GMin.18"Rebar Bolt Anchor Length Hook equipment to accommodate wide as required install only as Dimension varies, wire mesh) 6" X 6" #6 concrete and pad (class C concrete 5" thick ‰" radius •" POLE TOP PLATE 5" TYP.2 •" TYP. TYP. 2 - places for galv. Drain hole Meter Enclosure Service WITHOUT SAFETY SWITCH Inset A 20" min. 2" METER RMC 5" WITH SAFETY SWITCH Inset A Inset B Inset B at 6" pitch (typ.) bars and #2 spiral 4-#5 reinforcing foundation 24" dia. x 48" ENCLOSURE SERVICE ENCLOSURE SERVICE equipment securely mount as needed to Number of struts equipment. for mounting Channel Strut FRONT VIEW Varies SAFETY SWITCH max. grade above 72"Min.18"Min.18"WITH SAFETY SWITCH concrete Class "C" (typ.) at 6" pitch bars and #2 spiral 4-#5 reinforcing depth foundation 24 Dia. x 60" Inset A 60" TYP.Min.18"Inset B SERVICE SUPPORT TYPE SF(U) - UNDERGROUND SERVICE SERVICE SUPPORT TYPE SP(U) - UNDERGROUND SERVICE SUPPORT TYPE STEEL POLE (SP) AND STEEL FRAME (SF)(See Note 3)Switch Safety Meter weatherhead. conductor exits white tape where insulation with conductor's of neutral or color code 6" White insulation 18" max. length, 12" min., Conductor slack the weatherhead. conductor exits red tape where insulation with conductor's or Line 2 length of Line 1 or color code 6" Red insulation Enclosure Service FRONT VIEW WITH SAFETY SWITCH 18" max. length, 12" min., Conductor slack the weatherhead. conductor exits red tape where insulation with conductor's or Line 2 length of Line 1 or color code 6" Red insulation weatherhead. conductor exits white tape where insulation with conductor's of neutral or color code 6" White insulation RMC See Note 7. electrode conductor. service grounding connect electrical tank ground fitting, •" X 13 UNC. Install Drill, top, and thread October 2014 (Verify with utility) above grade. socket 60" typical Center of meter elsewhere or directed by the Engineer. 11.Shop drawings are not required for service support structure unless specifically stated prevent abrasion of the insulated conductors. 10.Avoid contact of the service drop and service entrance conductors with the metal pole to wrench tight. minimum size 6 AWG stranded copper bonding jumpers. Make up all threaded bonding connections conductive material at contact points. Terminate bonding jumpers with listed devices. Install 9.Provide ‚" - 20 machine screws for bonding. Do not use sheet metal screws. Remove all non- a tapped hole. 8.If Steel pole or frame is painted, bond each separate painted piece with a bonding jumper attached to is fitted into a sealing hub or threaded boss. grounding bushings where RMC terminates in the enclosure. Grounding bushings are not required when RMC elbow, and then connect the schedule type and size of conduit shown in the plans. Provide and install underground conduit runs from the electrical service, extend RMC from the service enclosure to an RMC more information. Size service entrance conduit and branch circuit conduit as shown in the plans. For electrode conductor to the tank ground fitting. See steel frame and steel pole details and Inset A for conduit or tubing from the enclosure to the steel frame post. Connect electrical service grounding tank ground fitting on steel frame post. Install service grounding electrode conductor in a non-metallic from the enclosure to the tank ground fitting. For steel frame service supports, provide and install conductor. Ensure electrical service grounding electrode conductor is as short and straight as possible Provide properly sized hole through the bottom of the enclosure for the service grounding electrode supports, provide and install tank ground fitting 4 in. to 6 in. below electrical service enclosure. 7.Drill and tap steel poles and frames for • in. X 13 UNC tank ground fitting. For steel pole service unobstructed concrete cover. 6.Use class C concrete for foundations. Ensure reinforcing steel is Grade 60 with 3" of conduits entering the service from underground. 5.Furnish and install rigid metallic ells in all steel pole and steel frame foundations for all listed mechanical connectors rated for embedment in concrete. See Inset B. 4.Bond one of the anchor bolts to the rebar cage with 6 AWG bare stranded copper conductor. Use and install leveling nuts for all anchor bolts. 3 ‚ in. to 3 • in. of the exposed anchor bolt projecting above finished foundation. Provide anchor bolts for overhead service supports. Ensure anchor bolts have 3 in of thread, with bolts for underground service supports. Provide and install galvanized ƒ in. x 56 in. x 4 in. 3.Provide and install galvanized ƒ in. x 18 in. x 4 in. (dia. x length x hook length) anchor service drop to the pole in conformance with the electric utility provider's specifications. 2.Provide poles for overhead service with an eyebolt or similar fitting for attachment of the with zinc-rich paint before installing. members as approved. Do not stack channel. File smooth and paint field cut ends of all channel deep Unistrut, Kindorf, B-line or equal. Bolt or weld all channel and hardware to vertical steel or stainless steel channel strut, 1 • in. or 1 † in. wide by 1 in. up to 3 ƒ in. (DMS)11080 "Electrical Services." Mount all equipment and conduit on 12 gauge galvanized 1.Provide steel pole and steel frame supports as per TxDOT Departmental Material Specification before installing. check with utility than the 20" shown, support to be taller electrical service may require the grade. Circumtances 20' measured from equal.) B-line or Unistrut, (Kindorf, the Engineer. approved by other arrangement bracket or Channel weatherhead. to be below of service drop attachment Point of utility. called for by the unless otherwise and 5' in between from the ends, spacing, 3'max Conduit support NOTE: •"•" Steel post 3/4" dia. of pole. below the top 4" typical to be 2" to 6", weatherhead Top of 3'-6"SERVICE SUPPORT TY SF (O) & SF (U)60" (typ.)Enclosure Service required) (when switch Safety 2" PVC TopThreadAnchor Bolt Length BASE PLATE DETAIL 8" 5 •" 1 ‚" drill shaft 24" Diameter 8"5 •" 1 ‚" Conduit BOTTOM OF POLE Š" ‰" ƒ" ‚" CL smooth be ground edges shall All rough ‰"‰" METER Varies boss Threaded RMC 2" PVCRMC 4" (typ.) 2" to 6" DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details115 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT CONT FILE:DATE: Standard Division Operations Traffic ED(8)-14 ed8-14.dgn SYSTEM DETAILS TYPICAL TRAFFIC SIGNAL ELECTRICAL DETAILS Line INSET A of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:Entrance Service type signal pole sheets for See layout box Ground 71H TRAFFIC SIGNAL NOTES 18" max. slack length, 12" min., weatherhead. Conductor conductor exits the with red tape where conductor's insulation of Line 1 or Line 2 color code 6" length Red insulation or exits weatherhead. tape where conductor insulation with white neutral conductor's color code 6" of White insulation or 3 Wire 120/240 Volt See Note 7 Meter See Note 7 Enclosure Service Inset A See Note 11 and conduit details sheet for foundation See TS-FD standard for details) layout sheet Conduits (See SIGNAL CONTROLLER SIGNAL POLE See Note 6 electrode conductor service grounding connect electrical tank ground fitting, •" X 13 UNC. Install Drill, top and thread October 2014 FRONT VIEW SIGNAL POLE WITH SERVICE additional details. and electrical service data chart for See electrical details, layout sheets, on signal pole shown as an example. Type T electrical service mounted End Fitting or Bell Bushing (see side view) Ground box SIGNAL CONTROLLER SIDE VIEW conduits that are required. locations and any additional sheets for ground box requirements. See layout conduit and grounding See TS-CF standard for view) requirements (see side conduits, and grounding number of required foundation details, for controller See TS-CF standard minimum burial depth for conduit placed under a roadway is 24". 11. For all conduits, ensure the burial depth is a minimum of 18". Ensure the seal conduit ends. entering enclosures with duct seal or expanding foam. Do not use silicone to grounding bushing to the ground bus with a bonding jumper. Seal all conduits conduits not connected to conduit-sealing hub or threaded boss. Bond the or threaded boss such as meter hub. Install a grounding bushing on all metal 10. Terminate conduits entering the top of enclosures with a conduit-sealing hub to the signal installation. 9. Lock all enclosures and bolt down all ground box covers before applying power on traffic signal cables after termination. To prevent electronics damage, do not conduct insulation resistance tests power conductors as required in Item 620 "Electrical Conductors" and ED(3). 8. Conduct pull tests and insulation resistance tests on all illumination and signal pole for attaching conduit. in the enclosure. Band or drill and tap properly sized stand-off straps to each enclosure. Install properly sized stainless steel washers on each bolt to bands using two-bolt brackets. Install brackets near top and bottom of steel bands. Ensure bands are a minimum width of ƒ in. Secure enclosures 7. Mount electrical service enclosure and meter to signal pole with stainless entrance conduit and branch circuit conduit as shown in the plans. ground fitting. See Inset A detail for further information. Size service is as short and straight as possible from the enclosure to the tank ground fitting. Ensure electrical service grounding electrode conductor Connect the electrical service grounding electrode conductor to the tank bottom of the enclosure for the service grounding electrode conductor. electrical service enclosure. Provide properly sized hole through the Provide and install tank ground fitting 4 in. to 6 in. directly below 6. Drill and tap signal poles for • in. X 13 UNC tank ground fitting. details. rated for embedment in concrete. See TXDOT standard TS-FD for further 6 AWG stranded copper conductors. Use listed mechanical connectors 5. Bond anchor bolts to rebar cage in two locations using #3 bars or ground the fixture to the pole with a 12 AWG green XHHW conductor. 4. If internally illuminated street name signs are approved for use, associated traffic signal system test. installed roadway luminaires for proper operation as a part of the Assemblies," except for performance testing of luminaires. Test material and construction sections of Item 610, "Roadway Illumination 3. Provide roadway luminaires, when required, in accordance with the conductor. the electrical system. Bond all exposed metal parts to the grounding 2. Include an equipment grounding conductor in all conduits throughout 1. Do not pass luminaire conductors through the signal controller cabinet. DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details116 DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:Standard Division Operations Traffic ED(9)-14 ed9-14.dgn PEDESTAL SERVICE TYPE PS ELECTRICAL SERVICE SUPPORT ELECTRICAL DETAILS 6"6"16" min.min. LINE LOAD 14"6" min. 6" min. Leveling Washers2"LOAD 1 10 7 8 6 9 3 5 4 Studs (as required) Equipment Mounting 11 12 13 Studs (as required) Equipment Mounting 12"Reinforcing Steel 17 ‚"2 5 LOAD SIDE CONDUIT LOAD SIDE CONDUIT LOAD SIDE CONDUIT 16" 2 SECTION A-A ANCHOR BOLT DETAIL FRONT VIEW SIDE VIEW LINE SIDE CONDUIT Hex Nut Lock Washer Flat Washer 20"1 2 3 4 5 6 7 8 9 10 11 12 13 LEGEND Meter Socket, (when required) Meter Socket Window, (when required) Equipment Mounting Panel Photo Electric Control Window, (When required) Hinged Deadfront Trim Load Side Conduit Trim Line Side Conduit Area Utility Access Door, with handle Pedestal Door Hinged Meter Access Control Station (H-O-A Switch) Branch Circuit Breakers Main Disconnect 71J PEDESTAL SERVICE NOTES 5"14 Steel Reinforcing 14 Copper Clad Ground Rod - 5/8" X 10'48" min.max. 3"18" min.14 14 AA bolt detial See anchor Bushings or Grounding Bell End Fittings plan details determined by of conduits Size and number panel. CB Handles shall protrude through hinged deadfront trim. individual circuit breakers (CB) mounted on an equipment mounting TYPE C shown, TYPE A similar except that TYPE A shall have October 2014 17" min. properly terminated. extension conduits are metal, grounding bushings must be installed with a bonding jumper rigid metal conduits are more than 2 in. below the top of the concrete foundation. Where for underground conduit and feeders. PVC extensions may be installed provided the ends of the 8. Ensure all elbows in the foundation are sized as per utility provider's conduit requirements 7. Do not use liquidtight flexible metal conduit (LFMC) on pedestal type services. rocking or movement of the service enclosure at no additional cost to the department. the service enclosure is level front to back and side to side within ‚ in. Repair rise in the foundation of „ in. per foot. When properly installed, ensure the top of are used, ensure no more than „ in. gap at any corner. Do not exceed a maximum dip or 6. Finish top of concrete foundation in a neat and workmanlike manner. If leveling washers bolt, a properly sized locknut and a flat washer. the anchors in the foundation with a • in. galvanized or stainless steel machine thread each corner of enclosure. Secure each of the four corners of the pedestal enclosure to mounting pedestal enclosure to foundation. Anchor location to match mounting holes in 5. Install • in. X 2 ˆ in. minimum length concrete single expansion type anchors for for Concrete." 4. Provide #4 reinforcing steel for foundations in accordance with Item 440, "Reinforcement but is considered subsidiary to Item 628. Item 420, "Concrete Substructures," except that concrete will not be paid for directly 3. Provide Class A or C concrete for pedestal service foundations in accordance with complies with local utility requirements. 2. When a meter socket is required, provide a socket with a minimum 100 amp rating that utility company prior to manufacturing the pedestal enclosure. installing the electrical pedestal service. Submit any changes required by the Contact the local utility company for approval of pedestal details prior to hardware and installation details of services meet utility company specifications. "Roadway Illumination and Electrical Supplies," Item 628. Ensure all mounting listed on the Material Producers list (MPL) on the Department's web site under (PS)" and Item 628 "Electrical Services. "Provide pedestal electrical services as Specifications (DMS)11080 "Electrical Services", 11085 "Electrical Services-Pedestal 1. Manufacture pedestal electrical services in accordance with Departmental Material DENTON18September 3, 2019\\HZDALLAS1\disk1\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.2 AutoCAD\TRAFFIC\Details117 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS01.dgn1:404:40:16 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 NOTES: AND SIGNAGE PLAN PAVEMENT MARKING 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 88+00 90+00 91+00 87+00 1 0 0 73+0 0 1 0 0 7 4 +0 0 89+00 PARKING AREA PARKING AREA S ONLYONLYONLYONLYONLYONLYONLYONLYMATCHLINE STA 91+50McKINNEY STREET N LOOP 2 88S LOOP 2 8 8 (TYP.) 10' (TYP.) 15' (TYP.) 15' LANE ENDS LEFT MERGE REMOVE EX. SIGN CL McKINNEY STREET CL LOOP 288 BAR(TYP.) THERMOPLASTIC STOP 24" WHITE WORD (TYP.) THERMOPLASTIC WHITE ARROW(TYP.) WHITE THERMOPLASTIC 12.5' (TYP.) THERMOPLASTIC STRIPE 4" YELLOW 118 STRIPE(TYP.) THERMOPLASTIC 4" WHITE TO 11' AT STA 92+80 FROM 13' AT STA 91+50 BEGIN LANE TRANSITION TO 11.5' AT STA 92+91 FROM 14' AT STA 90+65 BEGIN LANE TRANSITION 14'13'EX. SIGN ASSEMBLY REMOVE AND RESET LOOP 288 LOOP 288 NORTHSOUTH 12.5'(TYP.) THERMOPLASTIC STRIPE 4" WHITE (TYP.) THERMOPLASTIC STRIPE 24" WHITE (TYP.) THERMOPLASTIC STRIPE 6" WHITE (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS02.dgn1:404:40:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 NOTES: AND SIGNAGE PLAN PAVEMENT MARKING 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E PARKING AREA S PARKING AREA 92+00 93+00 94+00 95+00 96+00ONLYONLYONLYONLY 97+00 98+00 99+00 100+00 101+00 V V PARKING AREA S S SMATCHLINE STA 91+50McKINNEY STREET MATCHLINE STA 96+50DRIVEDUCHESS McKINNEY STREET MATCHLINE STA 96+50MATCHLINE STA 101+50REMOVE EX. SIGN 45 LIMIT SPEED (TYP.) 10' (TYP.) 15' (TYP.) 15' (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE (TYP.) THERMOPLASTIC 4" WHITE CL McKINNEY STREET STRIPE (TYP.) THERMOPLASTIC 6" WHITE EX. SIGN REMOVE AND RESET THERMOPLASTIC STRIPE 4" DOUBLE YELLOW STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STRIPE (TYP.) 4" YELLOW THERMOPLASTIC ARROW (TYP.) THERMOPLASTIC WHITE STOP BAR(TYP.) THERMOPLASTIC 24" WHITE EX. BUS STOP SIGN REMOVE AND REPLACE EX. BUS STOP SIGN REMOVE AND REPLACE W3-3 EX. SIGN REMOVE AND REPLACE REMOVE AND REPLACE EX. SIGN R1-1 35 LIMIT SPEED 24x30 R2-1 WORD (TYP.) THERMOPLASTIC WHITE STRIPE (TYP.) THERMOPLASTIC 4" WHITE STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15'11'12'11'11.5'11.5'11.5'11'12'11'11.5' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW 11911.5'TO 11.5' AT STA 92+91 FROM 14' AT STA 90+65 END LANE TRANSITION 11' TO 11' AT STA 92+80 FROM 13' AT STA 91+50 END LANE TRANSITION (TYP.) DOTTED STRIPE THERMOPLASTIC 4" WHITE THERMOPLASTIC ARROWS WHITE THERMOPLASTIC ARROWS WHITE (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) THERMOPLASTIC STRIPE 24" WHITE PATHS (TYP.) AVOID WHEEL STRIPING TO CROSSWALK THERMOPLASTIC 24" WHITE 30x36 R3-5R ONLY STRIPE (TYP.) THERMOPLASTIC 6" WHITE (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R STREET CL McKINNEY 36"X36" W4-1aTRIGHT MERGE TRAFFIC THRU ONLY ONLY ONLY R3-8B 48"X30" (TYP.) STRIPING LANE DROP THERMOPLASTIC 6" WHITE (TYP.) 9' (TYP.) 3'(TYP.) TRAFFIC BUTTON TY II W-C/R 12.5'(TYP.) THERMOPLASTIC STRIPE 4" WHITE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS03.dgn1:404:40:21 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 NOTES: AND SIGNAGE PLAN PAVEMENT MARKING 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 102+00 103+00 104+00 105+00 106+00 106+00 107+00 108+00 109+00 110+00 V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE 24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S (TYP.)10' (TYP.)15' (TYP.)15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE MATCHLINE STA 106+00MATCHLINE STA 101+50McKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 110+50McKINNEY STREET (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE (TYP.)4" YELLOW THERMOPLASTIC STRIPE (TYP.) 4" YELLOW THERMOPLASTIC EX. SIGN REMOVE AND RESET LOOP 288 JCT EX. SIGN REMOVE AND REPLACE 30x30 W3-3 STRIPE(TYP.) THERMOPLASTIC 4" WHITE REFERENCE ONLY11'11.5'12'11'11.5'11'11.5'12'11'11.5'DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS 120 THERMOPLASTIC ARROWS WHITE ARROWS THERMOPLASTIC WHITE CL McKINNEY STREET CL McKINNEY STREET (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS04.dgn1:404:40:23 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 NOTES: AND SIGNAGE PLAN PAVEMENT MARKING 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S S PTZ 111+00 112+00 113+00 114+00 115+00 222+00223+00ONLY ONLYONLY ONLY116+00 117+00 118+00 119+00 STRIPE(TYP.) THERMOPLASTIC 4" WHITE MATCHLINE STA 110+50McKINNEY STREET MATCHLINE STA 115+50MATCHLINE STA 115+50ROADN MAYHI LL ROADS MAYHI LL McKINNEY STREET REMOVE EX. SIGN 45 LIMIT SPEED EX. BUS STOP SIGN REMOVE AND REPLACE (TYP.) 10' (TYP.) 15' (TYP.) 15' (TYP.) 10' (TYP.) 15' (TYP.) 15' CL McKINNEY STREET CL McKINNEY STREET REMAIN PARKING SIGN TO EX. HANDICAP STRIPE(TYP.) THERMOPLASTIC 6" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STOP BAR(TYP.) THERMOPLASTIC 24" WHITE ROAD STRIPING MATCH EX. MAYHILL (20' SPACING TYP.) STRIPING THERMOPLASTIC 24" WHITE STRIPE(TYP.) THERMOPLASTIC 4" WHITE MATCHLINE STA 119+00 STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STRIPE (TYP.) 4" YELLOW THERMOPLASTIC 35 LIMIT SPEED 24X30 R2-1 YIELD EX. SIGN TO REMAIN ONLY RIGHT LANE EX. SIGN TO REMAIN WORD(TYP.) WHITE THERMOPLASTIC ARROW(TYP.) WHITE THERMOPLASTIC STRIPE(TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE STRIPE (TYP.) 4" YELLOW THERMOPLASTIC REFERENCE ONLY REFERENCE ONLY11.5'11'12'11'11.5'11.5'11.5'11'11'12'121 MATCH EX. MAYHILL ROAD STRIPING (20' SPACING TYP.) 24" WHITE THERMOPLASTIC STRIPING STRIPE(TYP.) THERMOPLASTIC 6" WHITE ARROW(TYP.) WHITE THERMOPLASTIC WORD(TYP.) THERMOPLASTIC WHITE ARROWS THERMOPLASTIC WHITE (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A PATHS(TYP.) AVOID WHEEL STRIPING TO CROSSWALK THERMOPLASTIC 24" WHITE (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS05.dgn1:404:40:26 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON LOT 151 (PT) LOT 161 LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC 119+00 120+00 121+00 PARKING AREA PBX PARKING AREA PBX 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S BAYLOR UNIVERSITY 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON BCI REAL ESTATE VENTURES,LP LOT 151 (PT) LOT 166 LOT 151 (PT) 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 167 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC 122+00 123+00 124+00 125+00 126+00 CL McKINNEY STREET STRIPE (TYP.) THERMOPLASTIC 4" WHITEMATCHLINE STA 119+00MATCHLINE STA 121+50MATCHLINE STA 121+50MATCHLINE STA 126+00CL McKINNEY STREET EX. SIGN REMOVE EX. SIGN REMOVE STRIPE(TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE STRIPE (TYP.) 4" YELLOW THERMOPLASTIC (TYP.) 10' (TYP.) 15' (TYP.) 15' (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE(TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' McKINNEY STREET McKINNEY STREET STRIPE (TYP.) 4" YELLOW THERMOPLASTIC 11'11.5'12'11'11.5'11'11.5'12'11'11.5'END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 122 ARROWS WHITE THERMOPLASTIC ARROWS WHITE THERMOPLASTIC (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A AHEAD EX. SIGN ASSEMLY REMOVE AND REPLACE (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS06.dgn1:404:40:28 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 ONLYBCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB LOT 151 (PT) LOT 168 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 169 126+00 127+00 128+00 129+00 130+00 BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 130+00 131+00 132+00 133+00 134+00 135+00 CONCRETE PBX E ONLYONLYONLYONLYONLYMATCHLINE STA 130+00MATCHLINE STA 130+00MATCHLINE STA 135+00MATCHLINE STA 126+00McKINNEY STREET McKINNEY STREETN CARPENTER ROADRYAN WAY REMOVE EX. SIGN 45 LIMIT SPEED ARROW(TYP.) THERMOPLASTIC WHITE (TYP.) 15' (TYP.) 10' (TYP.) 15' (TYP.) 15' (TYP.) 10' (TYP.) 15' CL McKINNEY STREET CL McKINNEY STREET STOP BAR(TYP.) THERMOPLASTIC 24" WHITE EX. BUS STOP SIGN REMOVE AND REPLACE R1-1 EX. SIGN ASSEMBLY REMOVE AND REPLACE EX. BUS STOP SIGN REMOVE AND REPLACE STRIPE (TYP.) THERMOPLASTIC 4" WHITE ASSEMBLY ZONE SIGN EX.SCHOOL RESET REMOVE AND (TYP) 15' (TYP) 10' (TYP) 15' STRIPE(TYP.) THERMOPLASTIC 6" WHITE SOLID STRIPE THERMOPLASTIC 12" WHITE EX. SIGN REMOVE AND RESET STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STRIPE (TYP.) THERMOPLASTIC 4" WHITE WORD(TYP.) WHITE THERMOPLASTIC STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STRIPE (TYP.) THERMOPLASTIC 4" WHITE11.5'11'12'11'11.5'11.5'11'12'11'11.5'127 PAVEMENT MARKINGS AND SIGNAGE RYAN WAY SEE SH. FOR 123 ARROWS WHITE THERMOPLASTIC ARROW(TYP.) THERMOPLASTIC WHITE STOP BAR THERMOPLASTIC 24" WHITE STRIPE(TYP.) THERMOPLASTIC 6" WHITE ARROWS WHITE THERMOPLASTIC (TYP.) 15' (TYP.) 10' (TYP.) 15' STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) TRAFFIC BUTTON TY II A-A TRAFFIC BUTTON (TYP.) TY II A-A EX. SIGN ASSEMLY REMOVE AND REPLACE 30X30 S1-1 24X12 SW16-7P(L) REMOVE EX. SIGN ASSEMBLY 35 LIMIT SPEED ZONE END SCHOOL 24x10 S5-2aTP 24x30 R2-1 PATHS(TYP.) AVOID WHEEL STRIPING TO CROSSWALK THERMOPLASTIC 24" WHITE STRIPE THERMOPLASTIC 4" YELLOW (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS07.dgn1:404:40:31 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1 135+00 136+00 137+00 138+00 139+00 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1R4 LOT 1 LOT 1, BLOCK A LOT 1, BLOCK B 139+00 140+00 141+00 142+00 143+00 V E ES MATCHLINE STA 143+50MATCHLINE STA 139+00MATCHLINE STA 135+00MATCHLINE STA 139+00McKINNEY STREET McKINNEY STREET WAYGLENNGARY STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' REMOVE AND REPLACE EX. SIGN ASSEMBLY R1-1 REMOVE EX. SIGN 45 LIMIT SPEED STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' (TYP) 10' (TYP) 15' (TYP) 15' STRIPE(TYP.) THERMOPLASTIC 6" WHITE EX. SIGN ASSEMBLY REMOVE AND REPLACE R1-1 STRIPE(TYP.) THERMOPLASTIC 6" WHITE TO REMAIN EX. SIGN SOLID STRIPE THERMOPLASTIC 12" WHITE STRIPE (TYP.) THERMOPLASTIC 4" WHITE EX. BUS STOP SIGN REMOVE AND RESET RESET EX. SIGN REMOVE AND SIGN BUS STOP RESET EX. REMOVE AND STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 10' (TYP.) 15' (TYP.) 15' ZONE END SCHOOL 24x10 S5-2aTP 35 LIMIT SPEED 24x30 R2-1 ASSEMBLY ZONE SIGN EX.SCHOOL RESET REMOVE AND STRIPE (TYP.) THERMOPLASTIC 4" WHITE STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STRIPE (TYP.) 4" YELLOW THERMOPLASTIC STOP BAR THERMOPLASTIC 24" WHITE STOP BAR THERMOPLASTIC 24" WHITE 11.5'11'12'11'11.5'11.5'11'12'11'11.5'124 ARROWS WHITE THERMOPLASTIC ARROWS WHITE THERMOPLASTIC ARROWSWHITE THERMOPLASTIC (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A WHEEL PATHS (TYP.) CROSSWALK STRIPING TO AVOID 24" WHITE THERMOPLASTIC AVOID WHEEL PATHS (TYP.) CROSSWALK STRIPING TO 24" WHITE THERMOPLASTIC (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS08.dgn1:404:40:33 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147B LOT 1, BLOCK B 144+00 145+00 146+00 147+00 148+00 E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147B LOT 1 LOT 1 148+00 149+00 150+00 151+00 152+00 CONCRETE E S S S 582.48 X CUT SET 38MATCHLINE STA 143+50MATCHLINE STA 148+00MATCHLINE STA 152+50MATCHLINE STA 148+00McKINNEY STREET McKINNEY STREETS FORK DRIVE STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE (TYP.) THERMOPLASTIC 4" WHITE (TYP.) 15' (TYP.) 10' (TYP.) 15' CL McKINNEY STREET CL McKINNEY STREET 45 LIMIT SPEED REMOVE EX. SIGN STRIPE (TYP.) THERMOPLASTIC 4" WHITE EX. BUS STOP SIGN REMOVE AND RESET (TYP.) 10' (TYP.) 15' (TYP.) 15' STRIPE (TYP.) 4" YELLOW THERMOPLASTIC 24x30 R2-1 35 LIMIT SPEED STRIPE (TYP.) 4" YELLOW THERMOPLASTIC (TYP.) 15' (TYP.) 10' (TYP.) 15' STRIPE (TYP.) THERMOPLASTIC 4" WHITE STRIPE(TYP.) THERMOPLASTIC 6" WHITE STOP BAR THERMOPLASTIC 24" WHITE 11.5'11'12'11'11.5'11.5'11'12'11'11.5'125 ARROWSWHITE THERMOPLASTIC ARROWS WHITE THERMOPLASTIC ARROWS WHITE THERMOPLASTIC (TYP.) TRAFFIC BUTTON TY II A-A (TYP.) TRAFFIC BUTTON TY II A-A EX. BUS STOP SIGN REMOVE AND RESET LOT 147B E McKINNEY STREET ATMOS ENERGY CORP 35 LIMIT SPEED REMOVE EX. SIGN EX. SIGN TO REMAIN AHEAD EX. SIGN ASSEMLY REMOVE AND REPLACE PATHS (TYP.) TO AVOID WHEEL CROSSWALK STRIPING THERMOPLASTIC 24" WHITE (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS09.dgn1:404:40:35 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147A LOT 147B LOT 1 153+00 154+00 155+00 156+00 157+00 E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC K O R N U P A U L & WE N TS AI 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147A LOT 143, 144L O T 108 LOT 1 157+00 158+00 159+00 160+00 161+00 585.97PK NAIL SET39 DDMATCHLINE STA 152+50MATCHLINE STA 157+00MATCHLINE STA 157+00McKINNEY STREET McKINNEY STREET STRIPE (TYP.) THERMOPLASTIC 4" WHITE MATCH EX. STRIPING MATCH EX. STRIPING PAINTED ARROW REMOVE EX. PAINTED ARROW REMOVE EX. PAINTED STRIPE REMOVE EX. STRIPE (TYP.) THERMOPLASTIC 4" WHITE PAINTED STRIPE REMOVE EX. REMAIN (TYP.) MARKINGS TO EX. PAVEMENT11.7'11.7'12.5'11'13'11'12.5' 126 (TYP.) TRAFFIC BUTTON TY II A-A REMOVE EX. SIGN EX. SIGN REMOVE AND REPLACE 35 LIMIT SPEED R2-1 REMOVE EX. SIGN KEEP RIGHT AHEAD REMOVE EX. SIGN ASSEMBLY LANE ENDS LEFT MERGE REMOVE EX. SIGN AT STA 163+40 REMOVE EX. SIGN ASSEMBLY 500 FT LANE ENDS LEFT MERGE 240' (TYP.) TRAFFIC BUTTON TY II W-C/R (TYP.) TRAFFIC BUTTON TY II W-C/R 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-TSS10.dgn1:404:40:38 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 AND SIGNAGE PLAN PAVEMENT MARKING NOTES: 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS (TMUTCD) 2011. ON UNIFORM TRAFFIC CONTROL DEVICES VERSION OF THE TEXAS MANUAL2 IN ACCORDANCE WITH THE 2011 REVISION 1. ALL SIGNING AND STRIPING SHALL BE 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX E 3 6 " T R E EBCI REAL ESTATE VENTURES,LP 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 5101 E McKINNEY STREET DENTON ISD LOT 169 LOT 151 (PT) LOT 150 LOT 1R4 5043 E McKINNEY STREET CHELA DARLINE McDONALD CAB. H, PG. 62 20' UTILITY EASEMENT PC 129+61.61 130+00131+00132+00ONLYONLYONLYONLYMcKINNEY STREETRYAN WAY CL McKINNEY STREET1 0. 5' 1 0' 1 0. 5' 127 ONLY ONLY ONLY R3-8SP 48X30 CROSSWALK STRIPING(TYP.) 24" WHITE THERMOPLASTIC STRIPE(TYP.) THERMOPLASTIC 6" WHITE ARROW(TYP.) THERMOPLASTIC WHITE STOP BAR THERMOPLASTIC 24" WHITE EX. SIGN REMOVE AND RESET EX. SIGN REMOVE AND RESET EX. SIGN REMOVE AND RESET WORD(TYP.) THERMOPLASTIC WHITE 24X12 SW16-7P(L) 30X30 S1-1 (TYP.) THERMOPLASTIC STRIPE 4" WHITE 123 PAVEMENT MARKINGS AND SIGNAGE McKINNEY STREET SEE SH. FOR TSR(3)-13 7-13 tsr3-13.dgn 128 http://www.txdot.gov/ can be found at the following website. The Standard Highway Sign Designs for Texas (SHSD) Square Feet 0.080 Less than 7.5 Greater than 15 0.125 0.100 7.5 to 15 Minimum Thickness ALUMINUM SIGN BLANKS THICKNESS USAGE COLOR SIGN FACE MATERIAL WHITELEGEND & BORDERS SHEETING REQUIREMENTS BACKGROUND TYPE A SHEETING LEGEND & BORDERS BLACK ACRYLIC NON-REFLECTIVE FILM ALL OTHERS BACKGROUND TYPE A SHEETINGWHITE TYPE B OR C SHEETING DEPARTMENTAL MATERIAL SPECIFICATIONS ALUMINUM SIGN BLANKS DMS-7110 SIGN FACE MATERIALS DMS-8300 USAGE COLOR SIGN FACE MATERIAL WHITELEGEND & BORDERS SHEETING REQUIREMENTS TYPE D SHEETING BACKGROUND TYPE B OR C SHEETING & BORDERS LEGEND, SYMBOLS ALL ALL OTHERS TYPE B OR C SHEETING D AND I SERIES GUIDE SIGNS REQUIREMENTS FOR BLUE, BROWN & GREEN F CV-6W Emod CV-5WR E CV-4W D CV-3W C CV-2W B CV-1W TYPE B or C SHEETINGLEGEND & BORDERS ALL OTHERS GENERAL NOTES ROUTE SIGNS REQUIREMENTS FOR INDEPENDENT MOUNTED Plan Sheets. 8. Mounting details of roadside signs are shown in the "SMD series" Standard Specification requirements of DMS-7110 or approved alternative. 7. Sign substrate shall be any material that meets the Departmental Material widths. The sign area outside the corner radius should be trimmed or rounded. 1 inch. Borders and corner radii within a parent sign must be of matching much as 1/2 inch. Corner radii above 3 inches may vary in width as much as and corner radii on parent sign are nominal. Borders may vary in width as Highway Sign Designs for Texas". Dimensions shown and described for borders 6. Information regarding borders and radii for signs is found in the "Standard colored background sheeting. and borders on all other signs shall be cut-out white sheeting applied to to colored background sheeting, or combination thereof. White legend, symbols colored overlay film to white background sheeting or cut-out white sheeting shall be applied by screening process with transparent color ink, transparent 5. Independent mounted route sign with white or colored legend and borders a balanced appearance when spacing is not shown. and any approved changes thereto. Lateral spacing of legend shall provide 4. Lateral spacing between letters and numerals shall conform with the SHSD, or F). Highway Administration (FHWA) Standard Highway Alphabets B, C, D, E, Emod 3. Route sign legend (ie. IH, US, SH and FM shields) shall use the Federal plans. (FHWA) Standard Highway Alphabets, when not specified in the SHSD, or in the shall be used to replace the existing white Federal Highway Administration 2. White legend shall use the Clearview Alphabet. The following Clearview fonts can be found in the "Standard Highway Sign Designs for Texas" (SHSD). shown on sign tabulation sheet. Standard sign designs and arrow dimensions 1. Signs to be furnished shall be as detailed elsewhere in the plans and/or as TYPICAL EXAMPLES Standard Division Operations Traffic DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT REQUIREMENTS TYPICAL SIGN of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:October 2003 3 12-03 9-08 TYPICAL EXAMPLES --- -- -$FILE$$DATE$$TIME$ --- -- -$FILE$$DATE$$TIME$C S J HWY CTYDSTDOCUMENT NAMEDATE TIMETSR(4)-13 129 7-13 tsr4-13.dgn GENERAL NOTES Square Feet 0.080 Less than 7.5 Greater than 15 0.125 0.100 7.5 to 15 WRONG WAY SIGNS) (STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS) (EXCLUDING STOP, YIELD, DO NOT ENTER AND REQUIREMENTS FOR WARNING SIGNS FL Minimum Thickness BACKGROUND USAGE COLOR SIGN FACE MATERIAL RED LEGEND & BORDERS WHITE BACKGROUND USAGE COLOR SIGN FACE MATERIAL TYPE A SHEETING BLACK WHITE BACKGROUND USAGE COLOR SIGN FACE MATERIAL BLACK WHITE ACRYLIC NON-REFLECTIVE FILM BACKGROUND TYPE B OR C SHEETING http://www.txdot.gov/ can be found at the following website. The Standard Highway Sign Designs for Texas (SHSD) BACKGROUND USAGE COLOR SIGN FACE MATERIAL LEGEND & SYMBOLS ACRYLIC NON-REFLECTIVE FILM FL FL FL ALL OTHER BLACK TYPE B OR C SHEETING REGULATORY SIGNS REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS REQUIREMENTS FOR RED BACKGROUND ALL OTHER BACKGROUND WHITE TYPE B OR C SHEETING LEGEND RED TYPE B OR C SHEETING AND SYMBOLS LEGEND,BORDERS AND SYMBOLS LEGEND,BORDERS TYPE B OR C SHEETING YELLOW FLOURESCENT LEGEND & BORDERS AND SYMBOLS LEGEND,BORDERS YELLOW GREEN FLOURESCENT DEPARTMENTAL MATERIAL SPECIFICATIONS ALUMINUM SIGN BLANKS THICKNESS SHEETING REQUIREMENTS SHEETING REQUIREMENTS SHEETING REQUIREMENTS SHEETING REQUIREMENTS ALUMINUM SIGN BLANKS DMS-7110 SIGN FACE MATERIALS DMS-8300 SPECIFIC SIGNS ONLY REQUIREMENTS FOR FOUR BACKGROUND ALL OTHERS Standard Plan Sheets. 8. Mounting details for roadside mounted signs are shown in the "SMD series" Specification requirements of DMS-7110 or approved alternative. 7. Sign substrate shall be any material that meets the Departmental Material sheeting, or combination thereof. ink, transparent colored overlay film or colored sheeting to background 6. Colored legend shall be applied by screening process with transparent colored cut-out white sheeting to colored background sheeting, or combination thereof. colored ink, transparent colored overlay film to white background sheeting or 5. White legend and borders shall be applied by screening process with transparent thereof. acrylic non-reflective black film to background sheeting, or combination 4. Black legend and borders shall be applied by screening process or cut-out a balanced appearance when spacing is not shown. and any approved changes thereto. Lateral spacing of legend shall provide 3. Lateral spacing between letters and numerals shall conform with the SHSD, Standard Highway Alphabets (B, C, D, E, Emod or F). 2. Sign legend shall use the Federal Highway Administration (FHWA) can be found in the "Standard Highway Sign Designs for Texas" (SHSD). shown on sign tabulation sheet. Standard sign designs and arrow dimensions 1. Signs to be furnished shall be as detailed elsewhere in the plans and/or as TYPE B OR C SHEETING SYMBOLS RED TYPE B OR C SHEETING TYPE B OR C SHEETING TYPE B OR C SHEETING ACRYLIC NON-REFLECTIVE FILM TYPE A SHEETINGTYPE B OR C SHEETING REQUIREMENTS TYPICAL SIGN Standard Division Operations Traffic DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:October 2003 4 REQUIREMENTS FOR SCHOOL SIGNS TYPICAL EXAMPLES 12-03 9-08 TYPICAL EXAMPLES TYPICAL EXAMPLES --- -- -$FILE$$DATE$$TIME$Standard Division Operations Traffic TSR(5)-13 130 tsr5-13.dgn 7-13 (FOR MOUNTING TO GUIDE SIGN FACE) TO BE TYPE A ALUMINUM SIGNS SIGN BLANK PUNCHING DETAILS FOR ATTACHMENTS WHEN SPECIFIED Holes ‰" dia. USED ON SIGN NO. Texas" manual. "Standard Highway Sign Designs for Arrow dimensions are shown in the http://www.txdot.gov/ can be found at the following website. The Standard Highway Sign Designs for Texas (SHSD) NOTE: NOTE: NOTE sheeting background Guide sign sheeting sign Attachment joints at panel must be cut sheeting Attachment or "Fiberglass Signs". 2. Direct applied attachment signs will be subsidiary to "Aluminum Signs" 1. Sheeting for legend, symbols, and borders must be cut at panel joints. screw Sheet metal Washer Type A sign aluminum 0.063"Type A sign aluminum 0.063" Washer and bolt 1/4" nut Lock washer for Destination Signs (Type D) 9"12" 5.563"6.437" 2.75" .563"R 3" .438" LETTER SIZETYPE USE Exits Lane Single Exits Lane Multiple Type A Type B DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS TxDOT TxDOT TxDOT TxDOT HIGHWAY SHEET NO. C TxDOT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT FILE:DATE:October 2003 5 SCREW ATTACHMENT INTERSTATE ROUTE MARKERS U.S. ROUTE MARKERS STATE ROUTE MARKERS ‰" Holes ‰" Holes ‰" Holes E C D A 6"6" 6" 7•" "Y" NO. OF EQUAL SPACES 2" A 36 48 21 28 C D E 15 20 1• 1ƒ Sign Size 24x24 30x24 36x36 45x36 48x48 60x48 "Y" 2 3 3 4 4 5 4 4 4 3 3 3 4 5 W X 24 24 36 36 48 48 4 5 6 3 Digits No. of R=3" "X" NO. OF EQUAL SPACES SPACES 3 EQUAL 2" 2"2" W 4.5"4.5" 2.625" .438"R 2.25" .375" ARROW DETAILS 6 inch letters. to be used with Standard arrow 8 inch letters. to be used with Standard arrow 24" max.6" 3" EXIT ONLY PANEL REQUIREMENTS TYPICAL SIGN 12-03 9-08 B-3 B-2 B-1 A-3 A-2 A-1 CODE ARROW DETAILS for Large Ground-Mounted and Overhead Guide Signs 13.33" U/L and 12" Caps 13.33" U/L and 12" Caps 10.67" U/L and 10" Caps 10.67" U/L and 10" Caps E-3 E-4 E-3 E-4 E5-1aT E5-1bT Down Arrow 16" & 20" U/L 16" & 20" U/L paid for under "Aluminum Signs". when specified in the plans. These signs will be Furnish Type A aluminum sign attachments only NUT/BOLT ATTACHMENTDIRECT APPLIED ATTACHMENT ("EXIT ONLY" AND "LEFT EXIT" PANELS, ROUTE MARKERS AND OTHER ATTACHMENTS) MOUNTING DETAILS OF ATTACHMENTS TO GUIDE SIGN FACE $TIME$$DATE$$FILE$--- -- - PAVEMENT MARKINGS TYPICAL STANDARD PM(1)-12 2-12 WITH OR WITHOUT SHOULDERS FOUR LANE TWO-WAY ROADWAY CENTERLINE AND LANE LINES FOUR LANE DIVIDED ROADWAY INTERSECTIONS ROADWAYS WITH REDUCED SHOULDER WIDTHS ACROSS BRIDGE OR CULVERT YIELD LINES GENERAL NOTES 1. 2. 40 45 EDGE LINE & CENTERLINE GUIDE FOR PLACEMENT OF STOP LINES, FOR POSTED SPEED ON ROAD BEING MARKED EQUAL TO OR GREATER THAN 45 MPH FOR POSTED SPEED ON ROAD BEING MARKED EQUAL TO OR LESS THAN 40 MPH 30-45 4. The crosshatching is not required if delineators or barrier reflectors are used along the structure. 131 30'10' L= WS 60 2 Formula L=WS * Pavement Edge 3" min.-4" max. 10" min.-12" max. 3" min.-4" max. STOP LINES Solid White Width: 12" min. 24" max. EDGE LINE 4" Solid White CENTERLINE * Length: 10' Gap: 30' * OPTIONAL on approaches to intersections (500' min.) 30' max. 4' min. 30' max. 4' min. 8-95 4" Yellow Centerline Edge Line 4" White Yellow Line 4" Solid Yellow Line 4" Solid 4" Yellow 4" Solid Yellow line may vary (typ.) Shoulder width may vary Shoulder width no shoulder exists (typ.) 6" min. when Edgeline striping shall be as shown in the plans or as directed by the Engineer. The traveled way includes only that portion of the roadway used for vehicular travel and not the parking lanes, sidewalks, berms and shoulders. The traveled two lane roadway. 5-00 (typ.) 6" min. The edgeline should typically be placed a minimum of 6 inches from the edge of ways shall be measured from the inside of edgeline to inside of edgeline of a Edgelines are not required in curb and gutter sections of roadways. Based on Traveled Way and Pavement Widths for Undivided Highways Traveled Way Width 20' for Edgelines Minimum Requirements Pavement Width 16' W 20' for Centerlines without Edgelines Minimum Requirements pavement. This distance may vary due to pavement raveling or other conditions. Posted Speed * S=Posted Speed (MPH) L=Length of Crosshatching (FT.) W=Width of Offset (FT.) 5 foot increment. Crosshatching length should be rounded up to nearest traffic speeds normally exceed the posted speed limit. 85th Percentile Speed may be used on roads where TABLE 1 - TYPICAL LENGTH (L) 2 L = 4(40) / 60 = 106.67 ft. rounded to 110 ft. hatching should be: 2 feet on a 40 MPH roadway. The length of the cross- A 4 foot shoulder in advance of a bridge reduces to L = 8 x 70 = 560 ft. hatching should be: 4 feet on a 70 MPH roadway. The length of the cross- An 8 foot shoulder in advance of a bridge reduces to EXAMPLES: 8-00 3 to 12" 24" 36" 3 to 12" 12" 18" 3-03 Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. 22A TXDOT TXDOT TXDOT TXDOTNovember 1978 Pavement Edge 8" Solid White Channelizing Line 12" max. 10" min.- 4" White Edge Line 4" White Lane Line 4" Solid Yellow Line 4" White Lane Line 4" White Edge Line 4" Yellow Edge Line stop/yield line edgeline to 48" min. from 4" Yellow Edge Line Width Median Width Median 12"-24" White Stop or Yield Line The narrow median width will be the controlling width to determine if markings are required. different between intersections, interchanges and of opposite approaches of the same intersection. traveled way to edge of traveled way. The median excludes turn lanes. The median width might be width is defined as the area between two roadways of a divided highway measured from edge of bars and centerlines shall be placed when the median width is greater than 30 ft. The median All medians shall be field measured to determine the location of necessary striping. Stop/Yield 30'10' Pavement Edge 4" White Lane Line Yellow Line 4" Solid 4" White Edge Line 48' only) way greater than (12" max. for traveled 3" min.-4" usual 6" min. (typ.) 30'10' Pavement Edge 4" White Lane Line 4" Yellow Edge Line 4" White Edge Line 6" min. (typ.) 20' typ. of Curb or Face Bridge Rail Lane width greater than or equal to 11' NOTES: (L) White edgeline White edgeline White 4" Varies 24" typ. 12" min. 1. No-passing zone on bridge approach is optional but if used, it shall be a minimum 500 feet long. 4" Minimum W 5. For guard fence details, refer elsewhere in the plans. 2. For crosshatching length (L) see Table 1. 3. The width of the offset (W) and the required crosshatching width is the full shoulder width in advance of the bridge. WITH OR WITHOUT SHOULDERS ONE-WAY ROADWAY EDGE LINE AND LANE LINES TWO LANE TWO-WAY ROADWAY WITH OR WITHOUT SHOULDERS MATERIAL SPECIFICATIONS DMS-6130 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS PAVEMENT MARKERS (REFLECTORIZED) EPOXY AND ADHESIVES DMS-6100 DMS-4200 DMS-8200 DMS-8220 DMS-8240 TRAFFIC PAINT HOT APPLIED THERMOPLASTIC PERMANENT PREFABRICATED PAVEMENT MARKINGS All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. o PM(2)-12 RAISED MARKERS $TIME$$DATE$$FILE$--- -- - with a posted speed limit of 45 MPH or less. Profile markings shall not be placed on roadways RAISED PAVEMENT MARKERS CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES) CENTERLINE FOR ALL TWO LANE ROADWAYS GENERAL NOTES 1. 2. toward normal traffic and red face toward wrong-way traffic. Raised pavement markers Type II-C-R shall have clear face height of 7 quarters. equal to a stack of 5 quarters to a maximum line and profile marking is approximately A quick field check for the thickness of base NOTE:4-92 80' 80' 1"-4" 1"-4" 80'40'40'40' 40'40'40' Type II-A-A Type I-C Type II-A-A Type II-A-A Type I-C Type II-A-A Centerline Symmetrical around centerline Continuous two-way left turn lane CENTERLINE & LANE LINES SEE DETAIL "C" FOR FOUR LANE TWO-WAY HIGHWAYS DETAIL "A"DETAIL "B" Type I-C or II-C-R Type I-C or II-C-R 1"-4" REFLECTIVE RAISED PAVEMENT MARKERS FOR VEHICLE POSITIONING GUIDANCE 4" 10'30' USING REFLECTIVE PROFILE PAVEMENT MARKINGS 4" 12"+ 1" 3‚"+ ƒ"6"5•"+ •" OPTIONAL 6" LANE LINE OR6" 5•"+ •" 18"+ 1" 4" LANE LINE REFLECTORIZED PROFILE PATTERN DETAIL 12"+ 1" 4" 3‚" + ƒ" OR OPTIONAL 6" EDGE LINE OR CENTERLINE On concrete pavements the raised pavement markers SEE DETAIL "B"SEE DETAIL "A" shall be placed in line with and midway between All raised pavement markers placed in broken lines the stripes. should be placed to one side of the longitudinal joints. 80' 1"-2" 1"-2"Type II-A-A Type II-A-A DETAIL "C" 4" EDGE LINE OR CENTERLINE 4" 4" 4" POSITION GUIDANCE USING REFLECTORIZED PROFILE MARKINGS 5-00 2 to 3"2 to 3"2 to 3" 2 to 3" in height 300 to 500 mil CENTER OR EDGELINE BROKEN LANE LINE Raised pavement marker Type I-C, clear face toward normal traffic, shall be placed on 80-foot centers. 4" 4" 3-4" 8-00 Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division April 1977 DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. 22B TXDOT TXDOT TXDOT TXDOT 2-08 2-10 SECTION A o o Adhesive Surface Reflectorized Type I (Top View) Type II (Top View) AA AA Surface Roadway 25 min 35 max- 2-12 Surface Reflectorized MATERIAL SPECIFICATIONS All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. DMS-6130 EPOXY AND ADHESIVES DMS-6100 DMS-4200 DMS-8200 DMS-8220 DMS-8240 TRAFFIC PAINT HOT APPLIED THERMOPLASTIC PERMANENT PREFABRICATED PAVEMENT MARKINGS BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS PAVEMENT MARKERS (REFLECTORIZED) 132 $TIME$$DATE$$FILE$--- -- - 2-10 PM(3)-12 2-12TYPICAL TRANSITION FOR TWLTL AND DIVIDED HIGHWAY See Note 5 20' Solid 4" Yellow 9'3' TWO-WAY STREET MINOR 9'3' SEE DETAIL B TRAFFIC PAINT HOT APPLIED THERMOPLASTIC PERMANENT PREFABRICATED PAVEMENT MARKINGS broken 4" yellow Type II-A-A Markers Type II-A-A Markers Varies Dotted 8" white Lane Line 1 Mile (Auxiliary Lane) Dotted 8" white Lane Line 4" yellow broken 4" yellow solid broken 4" white 20' 48'Type I-C 48'Type I-C Varies (See note 3) Varies (See note 3) 1 Mile (Lane Drop) Typical 12' Min. Full Lane Width by the Engineer in the field. and Crosswalk shall be approved Final placement of Stop Bar DETAIL B DETAIL A unless stated elsewhere in the plans. intersection or dedicated turn bay is not required corridor. Repeating the marking after each the beginning of a two-way left-turn lane within a marking should be used at or just downstream from 6. A two-way left-turn (TWLT) lane-use arrow pavement divided highways and raised medians. lanes. Raised pavement marker Type II-C-R with highways, flush medians and two way left turn 5. Raised pavement marker Type I-C with undivided used. Manual on Uniform Traffic Control Devices" may be 4. Other crosswalk paterns as shown in the "Texas near the upstream end of the full-width turn lane. for a short turn lane, it should be located at or lane use arrow or word and arrow marking is used the bay is greater than 180 feet. When a single two sets of arrows should be used if the length of 3. When lane used word and arrow markings are used, Sign Designs for Texas. words and arrows as shown in the Standard Highway lanes and turn bays for emphasis. Details for or word and arrow markings may be used in other of substantial length. Lane use arrow markings arrow markings should be used in auxiliary lanes become mandatory turn lanes. Lane use word and where through lanes approaching an intersection 2. Lane use word and arrow markings shall be used placement and details. 1. Refer elsewhere in plans for additional RPM See note 6 TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE(ONE-WAY, NON-SIGNALIZED)MINOR CROSS STREETTYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP(TWO-WAY, NON-SIGNALIZED)MINOR CROSS STREETMAJOR CROSS STREET4" yellow solid spaced at 20' Type II-A-A 8" white (Typ) spaced at 20' Type II-C-R Type I-C or SEE DETAIL C SEE DETAIL C TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS 30-45° 5-00 RURAL LEFT TURN BAYS DIVIDED HIGHWAYS AND TWO-WAY LEFT TURN LANES PAVEMENT MARKINGS FOR 8-00 3-03 Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division April 1998 DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. 22C TXDOT TXDOT TXDOT TXDOT 20' SEE DETAIL A 20' (typ.) 8" White 1" (Typ) SEE DETAIL A 4" white broken *** (typ.) 24" White 4" yellow broken Varies based on length of turn bay ***Typically equal to • the length of storage lane ** MATERIAL SPECIFICATIONS All pavement marking materials shall meet the required Departmental Material Specifications as specified by the plans. DMS-6130 EPOXY AND ADHESIVES DMS-6100 DMS-4200 DMS-8200 DMS-8220 DMS-8240 PAVEMENT MARKERS (REFLECTORIZED) 4" white broken BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS 20'ONLYONLYONLYONLYONLYONLYDETAIL C Type II-A-A Markers 3-4" 3-4"20' 1'-6" Stop Line 24" White lines crosswalk 12" White typ. 4'min. 6' Yellow Solid 4" Yellow Solid 4" 32'typical 32' Type I-C solid 8" white GENERAL NOTES 133 $TIME$$DATE$$FILE$--- -- - PM(4)-12 8" 4" 8" 4"8'20' MIN.EX IT 765 B GORE) (PHYSICAL GORE BACK OF MARKINGS EXIT GORE AERIAL VIEW DETAIL GORE MARKINGS FOR EXIT NUMBER Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any FILE:DATE:Traffic Operations Division April 2006 DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. 22D TXDOT TXDOT TXDOT TXDOT 2-10 GENERAL NOTES EXIT RAMPMAIN LANES2-12 or as specified in these plans. required Departmental Material Specifications 4. All pavement marking materials shall meet the elsewhere in the plans. 3. Pavement markings are to be located as specified approximately 4 inches. 2. Spacing between letters and numbers should be unless otherwise noted. 1. Minimum 8 foot white markings should be used, EXIT GORE SIGN 134 EASTWEST CURB & GUTTER OR RAISED ISLAND SMD(GEN)-08 bolt length is 1 inch for aluminum. nylon washer, flat washer and lock washer. The 5/16-18 UNC galvanized square head with nut, Bolts used to mount sign panels to the clamp are S80 = Schedule 80 Pipe (see SMD(SLIP-1) to (SLIP-3)) 10BWG = 10 BWG Tubing (see SMD(SLIP-1) to (SLIP-3)) TWT = Thin-Walled Tubing (see SMD(TWT)) FRP = Fiberglass Reinforced Plastic Pipe (see SMD(FRP)) SB = Slipbase - Bolted Down (see SMD(SLIP-1) to (SLIP-3)) SA = Slipbase - Concreted (see SMD(SLIP-1) to (SLIP-3)) WP = Wedge Anchor Plastic (see SMD(TWT)) WS = Wedge Anchor Steel - (see SMD(TWT)) UB = Universal Anchor - Bolted down (see SMD(FRP) and (TWT)) UA = Universal Anchor - Concreted (see SMD(FRP) and (TWT)) EXAL = Extruded Aluminum Sign Panels (see SMD(SLIP-3)) WC = 1.12 #/ft Wing Channel (see SMD(SLIP-1) to (SLIP-3)) BM = Extruded Wind Beam (see SMD(SLIP-1) to (SLIP-3)) 1EXT or 2EXT = Number of Extensions (see SMD(SLIP-1) to (SLIP-3), (TWT)) IF REQUIRED U = Prefab. "U" (see SMD(SLIP-1) to (SLIP-3)) T = Prefab. "T" (see SMD(SLIP-1) to (SLIP-3), (TWT)) P = Prefab. "Plain" (see SMD(SLIP-1) to (SLIP-3), (TWT), (FRP)) 9-08 135 SIGN LOCATION PAVED SHOULDERS LESS THAN 6 FT. WIDE HIGHWAY INTERSECTION AHEAD HIGHWAY INTERSECTION AHEAD GREATER THAN 6 FT. WIDE min 12 ft 7.0 ft min * 7.5 ft max Lane Travel Shoulder Paved Lane Travel Shoulder Paved 7.0 ft min * 7.5 ft max 0 to 6 ft than 6 ft Greater 6 ft min the edge of the travel lane. the sign must be placed at least 12 ft. from When the shoulder is 6 ft. or less in width, edge of the shoulder. the sign must be placed at least 6 ft. from the When the shoulder is greater than 6 ft in width, HIGHWAY INTERSECTION AHEAD HIGHWAY INTERSECTION AHEAD BEHIND CONCRETE BARRIER 7.0 ft min * 7.5 ft max Lane Travel Shoulder Paved Lane Travel Shoulder Paved 7.0 ft min * 7.5 ft max BEHIND GUARDRAIL BEHIND BARRIER 5 ft min**2 ft min** HIGHWAY INTERSECTION AHEAD HIGHWAY INTERSECTION AHEAD 259 259 SIGNS WITH PLAQUES 7.0 ft min * 7.5 ft max Lane Travel Shoulder Paved or secondary sign. the supplemental plaque measured to the bottom of the 7 ft sign height is or secondary sign is used, When a supplemental plaque Curb Face of7.0 ft min * 7.5 ft max min 2 ft min 2 ft Curb Face of 7.0 ft min * 7.5 ft max Lane Travel Shoulder Paved T-INTERSECTION 7.0 ft min * 7.5 ft max 6 ft min Lane Travel Shoulder Paved ROW Paved Shoulder Edge of Travel Lane that results in the greatest sign elevation: * Signs shall be mounted using the following condition (1) (2) the Engineer. The maximum values may be increased when directed by Post Type Number of Posts (1 or 2) Anchor Type Sign Mounting Designation TYPICAL SIGN ATTACHMENT DETAIL Signs Back-to-Back 3" 12 ft min U-bolt Sign Panel Sign Post Sign Post Sign PanelClamp Bolt Single Signs SIGN SUPPORT DESCRIPTIVE CODES RESTRICTED RIGHT-OF-WAY (Descriptive Codes correspond to project estimate and quantities sheets) edge of the travel lane or a minimum of 7 to a maximum of 7.5 feet above the Pipe Diameter Approximate Bolt Length 3 or 3 1/2" 3 or 3 1/2" 4 1/2" 2" nominal 2 1/2" nominal 3" nominal 3 1/2 or 4" 3 1/2 or 4" Rail Guard Barrier Concrete REQUIRED CLEARANCE (i.e., typical space between wheel paths). more than 4 inches above a 60-inch chord when it is broken away, should not project substantial remains of a breakaway support, To avoid vehicle undercarriage snagging, any Clamp Sign Clamp Sign or the universal clamp. Sign clamps may be either the specific size clamp Sign Panel Specific Clamp Universal Clamp Sign Bolt nut washer, lock washer, Nylon washer, flat nut washer, lock washer, Nylon washer, flat nut washer, lock washer, Nylon washer, flat washer Nut, lock washer Nut, lock Not Acceptable Not AcceptableNot Acceptable Acceptable within a 7 ft. circle. posts should be located No more than 2 sign circle diameter 7 ft. circle diameter 7 ft. circle diameter 7 ft. circle diameter 7 ft. **Sign clearance based on distance required for proper guard rail or concrete barrier performance. *** installed on the backslope. grade at the base of the support when sign is a minimum of 7 to a maximum of 7.5 feet above the STOP Surface Ground TX-DOT TEXAS (i.e., stub). support portion of Non-breakaway 4" max. 60" FOR BREAKAWAY SUPPORT depending upon field conditions. right. The bolt length may need to be adjusted sizes and sign clamp types are given in the table at washer. The approximate bolt lengths for various post head per ASTM A307 with nut and helical-spring lock back-to-back, use a 5/16-18 UNC galvanized hex When two sign clamps are used to mount signs (When 6 ft min. is not possible.) possible Maximum slope. post could not be hit due to extreme guardrail or if Engineer determines the *** Post may be shorter if protected by lane as practical. should be placed as far from the travel from the edge of the travel lane, signs prevents the minimum horizontal clearance In situations where a lateral restriction factors. buildings, a narrow island, or other by rocks, water, vegetation, forest, Right-of-way restrictions may be created as close to ROW as practical. be in line with the centerline of the roadway. Place two way roadway, the right edge of the sign should When this sign is needed at the end of a two-lane, SM RD SGN ASSM TY XXXXX(X)XX(X-XXXX) GENERAL NOTES & DETAILS SMALL ROADSIDE SIGNS SIGN MOUNTING DETAILS http://www.txdot.gov/publications/traffic.htm The website address is: components and Wedge Anchor System components. drawings of sign clamps, Triangular Slipbase System See the Traffic Operations Division website for detailed FT IN LOW CLEARANCE 14 4 M.P.H. 35 FARM ROAD EAST 3713 FARM ROAD EAST 3713 3 1 6 Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any $TIME$FILE:$DATE$$FILE$DATE:Traffic Operations Division July 2002 DN:CK:DW:CK:C TxDOT --- - JOB COUNTY CONT SECT DIST REVISIONS - HIGHWAY - SHEET NO. 26A TXDOT TXDOT TXDOT TXDOT Slip Base 4" Max. manufacturer if required by Washers SMD(SLIP-1)-08 24" max. 12" min. CONCRETE ANCHOR GENERAL NOTES: 1. Slip base shall be permanently marked to indicate manufacturer. Method, design, and location of marking are subject to approval of the TxDOT Traffic Standards Engineer. 2. Material used as post with this system shall conform to the following specifications: 10 BWG Tubing (2.875" outside diameter) 0.134" nominal wall thickness Seamless or electric-resistance welded steel tubing or pipe Steel shall be HSLAS Gr 55 per ASTM A1011 or ASTM A1008 Other steels may be used if they meet the following: 55,000 PSI minimum yield strength 70,000 PSI minimum tensile strength 20% minimum elongation in 2" Wall thickness (uncoated) shall be within the range of 0.122" to 0.138" Outside diameter (uncoated) shall be within the range of 2.867" to 2.883" Galvanization per ASTM A123 or ASTM A653 G210. For precoated steel tubing (ASTM A653), recoat tube outside diameter weld seam by metallizing with zinc wire per ASTM B833. Schedule 80 Pipe (2.875" outside diameter) 0.276" nominal wall thickness Steel tubing per ASTM A500 Gr C Other seamless or electric-resistance welded steel tubing or pipe with equivalent outside diameter and wall thickness may be used if they meet the following: 46,000 PSI minimum yield strength 62,000 PSI minimum tensile strength 21% minimum elongation in 2" Wall thickness (uncoated) shall be within the range of 0.248" to 0.304" Outside diameter (uncoated) shall be within the range of 2.855" to 2.895" Galvanization per ASTM A123 3. See the Traffic Operations Division website for detailed drawings of sign clamps and Texas Universal Triangular Slipbase System components. The website address is: http://www.txdot.gov/publications/traffic.htm 4. Sign supports shall not be spliced except where shown. Sign support posts shall not be spliced. ASSEMBLY PROCEDURE Foundation 1. Prepare 12-inch diameter by 42-inch deep hole. If solid rock is encountered, the depth of the foundation may be reduced such that it is embedded a minimum of 18 inches into the solid rock. 2. The Engineer may permit batches of concrete less than 2 cubic yards to be mixed with a portable, motor-driven concrete mixer. For small placements less than 0.5 cubic yards, hand mixing in a suitable container may be allowed by Engineer. Concrete shall be Class A. 3. Push the pipe end of the slip base stub into the center of the concrete. Rotate the stub back and forth while pushing it down into the concrete to assure good contact between the concrete and stub. Continue to work the stub into the concrete until it is between 2 to 4 inches above the ground. 4. Plumb the stub. Allow a minimum of 4 days to set, unless otherwise directed by the Engineer. 5. The triangular slipbase system is multidirectional and is designed to release when struck from any direction. Support 1. Cut support so that the bottom of the sign will be 7 to 7.5 feet above the edge of the travelway (i.e., edge of the closest lane) when slip plate is below the edge of pavement or 7 to 7.5 feet above slip plate when the slip plate is above the edge of the travelway. The cut shall be plumb and straight. 2. Attach sign to support using connections shown. When multiple signs are installed on the same support, ensure the minimum clearance between each sign is maintained. See SMD(SLIP-2) for clearances based on sign types. Concrete anchor consists of 5/8" diameter stud bolt with UNC series bolt threads on the upper end. Heavy hex nut per ASTM A563, and hardened washer per ASTM F436. The stud bolt shall have a minimum yield and ultimate tensile strength of 50 and 75 KSI, respectively. Nuts, bolts and washers shall be galvanized per Item 445, "Galvaniz- ing." Adhesive type anchors shall have stud bolts installed with Type III epoxy per DMS-6100, "Epoxies and Adhesives." Adhesive anchors may be loaded after adequate epoxy cure time per the manufacturer's recommendations. Top of bolt shall extend at least flush with top of the nut when installed. The anchor, when installed in 4000 psi normal- weight concrete with a 5 1/2" minimum embedment, shall have a minimum allowable tension and shear of 3900 and 3100 psi, respectively. 2.5 cf of concrete. should take approx. plans). Foundation elsewhere in the unless noted (shall be used concrete footing Non-reinforced rod or #4 rebar. 7" x 1/2" diameter Provide a 3/4 " diameter hole. Class A concrete provided to the Engineer by Contractor. Installation procedures shall be manufacturers' recommendations. The devices shall be installed per http://www.txdot.gov/business/producer list.htm List for approved slip base systems. Please reference the Material Producer for the Triangular Slipbase System. There are various devices approved NOTE 9-08 6" min or joint to edge Stub Keeper Plate Bolt 36" 42" 12" Dia expansion or adhesive type. 50 ft-lbs). Anchor may be 5 1/2" and torque to min. of 8 places (embed a minimum of 5/8" diameter Concrete Anchor - (See General Note 3) Schedule 80 Pipe 10 BWG Tubing or Post TRIANGULAR SLIPBASE SYSTEM SMALL ROADSIDE SIGNS SIGN MOUNTING DETAILS SM RD SGN ASSM TY XXXXX(X)SA(X-XXXX) SM RD SGN ASSM TY XXXXX(X)SB(X-XXXX) TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS 2 1/2". Bolt length is Item 445 "Galvanizing." galvanized per or A449 and (6) per ASTM A325 (3), and washers bolts (3), nuts 5/8" structural Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any $TIME$FILE:$DATE$$FILE$DATE:Traffic Operations Division July 2002 DN:CK:DW:CK:C TxDOT --- - JOB COUNTY CONT SECT DIST REVISIONS - HIGHWAY - SHEET NO. 26B TXDOT TXDOT TXDOT TXDOT 136 (R6-1) or STOP (R1-1) YIELD (R1-2) 0.25 H 1.75" max 1" min, SIDE VIEW T&U Bracket 48-inch STOP sign (R1-1) 60-inch YIELD sign (R1-2) 48x16-inch ONE-WAY sign (R6-1) 48-inch School X-ing sign (S2-1) 48-inch Advance School X-ing sign (S1-1) 5. 6. 7. 8. 9. 10. 11. For horizontal rectangular signs fabricated from flat Wing channel shall meet ASTM A 1011 SS Gr 50 and be aluminum, T-brackets are used for signs 24 inches or less in height. U-brackets are used for signs of greater height. SMD(SLIP-2)-08 (* - See Note 12) (See Note 11) 12.Post open ends shall be fitted with Friction Caps. (See SMD(2-1)) Extruded Alum. Windbeam unless detailed otherwise. All dimensions are in english plans. 13.Sign blanks shall be the sizes and shapes shown on the for 24 inch height signs. Place the clamp 3 inches above 9-08 Excess pipe, wing channel, or windbeam shall be cut thickness shall be 24 gauge for all cap sizes. Detail D Detail F REQUIRED SUPPORT SIGN DESCRIPTION 48x60-inch signs 36x48, 48x36, and 48x48-inch signs RegulatoryWarning48x48-inch signs (diamond or square) 48x60-inch signs Large Arrow sign (W1-6 & W1-7) 1 1 • 4 1 • 1 • W(max)=6FT 8 5W W 39 8 8 H W W-39 2 W(max)=6FT 3838 • 40 1.12 #/ft Wing Channel 1 • 6 1 "U" Extender 11FT 9IN (max) 0.2W H 0.6W 0.2W W W(max)=8FT SUPPORTPost Detail E STOP = 2 - 32 inch pieces YIELD = 1 - 8 inch piece & 1 - 32 inch piece or Extender U-Bracket lock washer. washers and bolt, nut, 2 flat assembly and install (through) after Drill 7/16" hole * 1 1/2" ONE-WAY Street Name Sign (if required) Gap between plaques shall be 4 + 1 PLAQUE = 1 - variable length 2. 3. 4. Sign supports shall not be spliced except where shown. and 0.125 for signs greater than 15 sq. ft. "REQUIRED SUPPORT" table on this sheet. 1. abnormally high due to a fill slope. GENERAL NOTES: when impacted by an errant vehicle. used in place of a 10 BWG where a sign height is The Engineer may require that a Schedule 80 post be Aluminum sign blanks shall conform to Departmental Material Specifications DMS-7110 and shall have the following minimum thicknesses: 0.080 for signs less than 7.5 sq. ft., 0.100 for signs 7.5 to 15 sq. ft., Signs that require specific supports due to reasons When two triangular slipbase supports are used to support a single sign, they shall not be "rigidly" connected to each other except through the sign panel. This will allow each support to act independently off so that it does not extend beyond the sign panel (i.e., excess support shall not be visible when the Additional route markers may be added vertically, maximum allowable amount per Note 1. Detail A Detail B Detail C Side View Top View Top View Item 445, "Galvanizing." galvanized per per ASTM A307 and flat washer nut, lock washer hex bolt with 5/16" x 3 3/4" Channel Wing Channel Wing Channel Wing Panel Sign Aluminum Panel Sign Aluminum Sign support posts shall not be spliced. galvanized per ASTM A 123. provided the total sign area does not exceed the sign is viewed from the front.) Repair galvanized coating at cut support ends per Item 445, "Galvanizing." SIGN SUPPORT # OF POSTS MAX. SIGN AREA 10 BWG 2 32 SF Sch 80 1 32 SF Sch 80 2 64 SF 10 BWG 1 16 SF bottom of sign when possible. Additional sign clamp required on the "T-bracket" post TOP VIEW Post Universal) (Specific or Sign Clamp (see SMD(2-1)) Windbeam Aluminum Extruded Universal) (Specific or Sign Clamp SM RD SGN ASSM TY XXXXX(1)XX(P) SM RD SGN ASSM TY XXXXX(1)XX(P-BM) SM RD SGN ASSM TY XXXXX(1)XX(U-WC) SM RD SGN ASSM TY XXXXX(1)XX(U) SM RD SGN ASSM TY XXXXX(1)XX(U) SM RD SGN ASSM TY S80(1)XX(U-1EXT)SM RD SGN ASSM TY S80(1)XX(U-2EXT) SM RD SGN ASSYM TY XXXXX(2)XX(P) TY 10BWG(1)XX(P-BM) TY 10BWG(1)XX(P-BM) TY 10BWG(1)XX(P-BM) SM RD SGN ASSM TY XXXXX(1)XX(T) SM RD SGN ASSM TY XXXXX(1)XX(T) TY 10BWG(1)XX(T) TY 10BWG(1)XX(T) TY 10BWG(1)XX(T) TY 10BWG(1)XX(T) TY S80(1)XX(T) TY 10BWG(1)XX(T) TY S80(1)XX(T) TY 10BWG(1)XX(T) TY 10BWG(1)XX(T) TY 10BWG(1)XX(T) TRIANGULAR SLIPBASE SYSTEM SMALL ROADSIDE SIGNS SIGN MOUNTING DETAILS in addition to windloading are indicated on the "Galvanizing." Item 445, A307 galvanized per washers per ASTM washer and 2 flat hex bolt, nut, lock 1/2" x 4" heavy "Galvanizing." Item 445, galvanized per per ASTM A307 2 flat washers nut, lock washer, hex bolt with 5/16" x 1 3/4" Nylon washer, "Galvanizing." Item 445, galvanized per per ASTM A307 2 flat washers nut, lock washer, hex bolt with 5/16" x 1 3/4" Nylon washer, "Galvanizing." Item 445, galvanized per per ASTM A307 and 2 flat washers nut, lock washer hex bolt with 5/16" x 3/4" Detail A See Detail B See Detail C See Universal) (Specific or Sign Clamp Detail D See Splices shall only be allowed behind the sign substrate. pipe diameter.) clamp type and depending on sign length may vary "Galvanizing." (Bolt per Item 445 per ASTM A307 galvanized washer and lock washer head bolt, nut, flat 3/8" x 3 1/2" square Detail E See Detail F See Item 445 "Galvanizing." A307 galvanized per and 2 flat washers per ASTM bolt with nut, lock washer 3/8" x 3 1/2" heavy hex +.05" +.025"+.010" -.025"+.010" FRICTION CAP DETAIL Skirt Variation Depth engage pipe O.D. Rolled Crimp to Pipe O.D. Pipe O.D. Friction caps may be manufactured from hot rolled or cold rolled steel sheets. The minimum sheet metal The rim edges shall be reasonably straight and smooth. Caps shall be sized and formed in such a manner as to produce a drive-on friction fit and have no tendency to rock when seated on the pipe. The depth shall be sufficient to give positive protection against entrance of rainwater. They shall be free of sharp creases or indentations and show no evidence of metal fracture. Caps shall have an electrodeposited coating of zinc in accordance with the requirements of ASTM B633 Class FE/ZN 8. Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any $TIME$FILE:$DATE$$FILE$DATE:Traffic Operations Division July 2002 DN:CK:DW:CK:C TxDOT --- - JOB COUNTY CONT SECT DIST REVISIONS - HIGHWAY - SHEET NO. 26C TXDOT TXDOT TXDOT TXDOT 137 (HDPE) System Polyethylene High Density Wedge Anchor Anchor (Slip-2) detail on SMD or Plug. See Friction Cap 0.25 H Installation procedures shall be provided to the Engineer by Contractor. The devices shall be installed per manufacturer's recommendations. NOTE SMD(TWT)-08 foundation. turning in the stub from and prevents the sign post as a "stop" for steel rod acts 1/2" x 7 1/2" Concrete Class A Concrete Class A Concrete Class A 9-08 Wedge Stub pipe Plastic Insert See Detail A 27" 30" 12" Dia 10" 14" 30" 12" Dia Post Detail A * 0.2W H 0.6W 0.2W W W(max)=8FT Note 4) (See General Post Note 4) (See General Post Sign Installation Using a Prefabricated T-Bracket for Thin-Wall Tubing Post (* - See General Note 6) T-Bracket SM RD SGN ASSM TY TWT(X)WS(X) SM RD SGN ASSM TY TWT(X)UA(P) View A-A reusability. for optimal ground 1/4" above flush to should be Tubular socket Socket Tubular (Approx.) 3" of concrete. approx. 2.0 cf should take Foundation in the plans). elsewhere unless noted (shall be used Footing Concrete Non-reinforced of concrete. approx. 2.0 cf should take Foundation in the plans). elsewhere unless noted (shall be used Footing Concrete Non-reinforced (3" Nominal) Stub Pipe Schedule 40 Diameter 3 1/2" (3" Nominal) Stub Pipe Schedule 40 Diameter 3 1/2" Ring Compression (2" Nominal) Wall Tube 0.095 Thin 2.375" Diameter Spaced) Slots (4 Equally 1/4 x 2 7/8" A A 6" min or joint to edge 10" 10"Pipe Stub Plate Base Coupler 3/4" dia. 1/2" 3 1/2" Concrete anchor consists of 5/8" diameter stud bolt with UNC series bolt threads on the upper end. A heavy hex nut washers shall be galvanized per Item 445, "Galvanizing." Adhesive type anchors shall have stud bolts installed with Adhesive anchors may be loaded after adequate epoxy cure per ASTM A563 and hardened washer per ASTM F436. The time per the manufacturer's recommendations. allowable tension and shear of 2450 and 1525 psi, respectively. Top of bolt shall extend at least flush with top of nut when installed. The anchor, when installed in 4000 psi normal-weight concrete with a 3 3/8" minimum embedment, shall have a minimum stud bolt shall have minimum yield and ultimate tensile Type III epoxy per DMS-6100, "Epoxies and Adhesives." SM RD SGN ASSM TY TWT(X)UB(P) adhesive type. expansion or Anchor may be to min. of 50 ft-lbs). 3 3/8" and torque (embed a min. of Anchor - 4 places 5/8" diameter Concrete Note 4) (See General Post used with the Bolt Down Universal Anchor System. System. The insert should be cut to approx. 4 1/2" when the bottom of the sign post when using the Universal Anchor cover the tubing from just above the top of the stub pipe to Anchor System. The insert should be approx. 10" long and the Universal Anchor System or the Bolt Down Universal Plastic insert must be used when using the TWT with either with Thin-Walled Tubing Post Universal Anchor System A A WITH THIN WALL TUBING POST WEDGE & UNIVERSAL ANCHOR SMALL ROADSIDE SIGNS SIGN MOUNTING DETAILS SM RD SGN ASSM TY TWT(X)XX(T) 12" bolt. post to accommodate to be drilled through 9/16" hole may need strengths of 50 and 75 ksi, respectively. Nuts, bolts and "Galvanizing." per Item 445, galvanized ASTM A307 washer per and lock flatwashers bolt, nut, 2 heavy hex 1/2" x 4" Wedge 17" 30" SMD RD SGN ASSM TY TWT(X)WP(X) (Approx.) 3" of concrete. approx. 2.0 cf should take Foundation in the plans). elsewhere unless noted (shall be used Footing Concrete Non-reinforced 15" Note 4) (See General Post 12" Dia Steel System Wedge Anchor GENERAL NOTES: 1. The Wedge Anchor System and the Universal Anchor System with thin wall tubing post may be used to support up to 10 square feet of sign area. 2. The tubular socket, wedge and prefabricated T-bracket shall be permanently marked to indicate manufacturer. Method, design, and location of marking are subject to the approval of the TxDOT Traffic Standards Engineer. 3. Except for posts (13 BWG Tubing), clamps, nuts and bolts, all components shall be prequalified. A list of prequalified vendors may be obtained from the Material Producer List web page. The website address is: http://www.txdot.gov/business/producer list.htm 4. Material used as post with this system shall conform to the following specifications: 13 BWG Tubing (2.375" outside diameter) (TWT) 0.095" nominal wall thickness Seamless or electric-resistance welded steel tubing Steel shall be HSLAS Gr 55 per ASTM A1011 or ASTM A1008 Other steels may be used if they meet the following: 55,000 PSI minimum yield strength 70,000 PSI minimum tensile strength 18% minimum elongation in 2" Wall thickness (uncoated) shall be within the range of .083" to .099" Outside diameter (uncoated) shall be within the range of 2.369" to 2.381" Galvanization per ASTM 123 or ASTM A653 G210. For precoated steel tubing (ASTM A653), recoat tube outside diameter weld seam by metallizing with zinc wire per ASTM B833. 5. Sign blanks shall be the sizes and shapes shown on the plans. 6. Additional sign clamp required on the "T-bracket" post for 24" high signs. Place clamp at least 3" above bottom of sign when possible. 7. Sign supports shall not be spliced except where shown. Sign support posts shall not be spliced. 8. See the Traffic Operations Division website for detailed drawings of sign clamps and Wedge Anchor System components. The website address is: http://www.txdot.gov/publications/traffic.htm WEDGE ANCHOR SYSTEM INSTALLATION PROCEDURE 1. Dig foundation hole. Where solid rock is encountered at ground level, the foundation shall be a minimum depth of 18". When solid rock is encountered below ground level, the foundation shall extend in the solid rock a minimum depth of 18" or provide a minimum foundation depth of 30". If solid rock is encountered, the socket/stub may be reduced in length as required to a minimum length of 18". Any material removed from the socket/stub shall be from the bottom and the clearance requirements given on SMD(GEN) must be followed. The inner surfaces of the socket/stub must remain free of concrete or other debris. 2. The Engineer may permit batches of concrete less than 2 cubic yards to be mixed with a portable, motor driven concrete mixer. For small placements less than 0.5 cubic yards, hand mixing in a suitable container may be allowed by Engineer. Place concrete into hole until it is approximately flush with the ground. Concrete shall be Class A. 3. Insert tubular socket into concrete until top of socket is approximaely 1/4 " above the concrete footing. 4. Plumb the socket. Allow a minimum 4 days for concrete to set, unless otherwise directed by Engineer.. 5. Attach the sign to the sign post. 6. Insert the sign post into socket and align sign face with roadway. 7. Drive the wedge into the socket to secure post. This will leave approximately 3 inches of the wedge exposed. UNIVERSAL ANCHOR SYSTEM INSTALLATION PROCEDURE 1. Dig foundation hole. Where solid rock is encountered at ground level, the foundation shall be a minimum depth of 18". When solid rock is encountered below ground level, the foundation shall extend in the solid rock a minimum depth of 18" or provide a minimum foundation depth of 30". If solid rock is encountered, the socket/stub may be reduced in length as required to a minimum length of 18". Any material removed from the socket/stub shall be from the bottom and the clearance requirements given on SMD(GEN) must be followed. The inner surfaces of the socket/stub must remain free of concrete or other debris. 2. Insert base post in hole to depths shown and backfill hole with concrete. 3. Level and plumb the base post using a torpedo level and allow concrete adequate time to set. The bottom of the slots provided in the stub pipe shall remain above the top of the concrete foundation. 4. Attach the sign to the sign post. 5. Install plastic insert around bottom of post. 6. Insert sign post into base post. Lower until the post comes to rest on steel rod. 7. Seat compression ring using a hammer. Typically, the top of compression ring will be approximately level with top of stub post when optimally installed. 8. Check sign post by hand to ensure it is unable to turn. If loose, increase the tightening of the compression ring. Texas Department of Transportation sion of this standard to other formats or for incorrect results or damages resulting from its use. kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any $TIME$FILE:$DATE$$FILE$DATE:Traffic Operations Division July 2002 DN:CK:DW:CK:C TxDOT --- - JOB COUNTY CONT SECT DIST REVISIONS - HIGHWAY - SHEET NO. 26E TXDOT TXDOT TXDOT TXDOT 138 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 90+79.49 585 585 590 590 595 595 600 600 91+00.00 580 580 585 585 590 590 595 595 91+50.00 585 585 590 590 595 595 600 600 92+00.00 139 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:43 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -53.69'TC 587.92'30.08'TC 588.49'2.76%3.05%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLIC 1.00%1.50%-55.67'TC 588.09'28.65'TC 588.40'2.98%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLIC FUTURE PROP. R.O.W.0.50%2.09%1.50%-55.63'TC 588.34'28.14'TC 588.38'2.82%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLIC0.50%FUTURE PROP. R.O.W.1.50%4:1 1.50%-52.08'TC 588.60'30.32'TC 588.60'2.58%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLICFUTURE PROP. R.O.W.0.50%1.50%1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 92+50.00 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 93+00.00 CL SIDEWALK CONNECTION RT 92+13.54 140 CL DRIVEWAY RT 92+79.18 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:43 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -50.50'TC 588.67'30.93'TC 588.67'2.46%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLICFUTURE PROP. R.O.W.1.50%1.50%1.50%-45.04'TC 588.85'31.50'TC 588.85'1.50%2.53%EX. R.O.W.EX. R.O.W.UTILITY EASEMENTEX. PUBLICFUTURE PROP. R.O.W0.50%1.50%4:1-38.66'TC 589.00'1.63%2.40%EX. R.O.W.TD 588.59'TD 589.07'TD 589.16'TD 590.50'EX. R.O.W.G 588.50'31.00'37.00'43.00'60.83'7.53% 8%0.50%FUTURE PROP. R.O.W1.5%-34.06'TC 589.11'1.73%2.25%EX. R.O.W.EX. R.O.W.8%G 588.61'31.00'TD 588.69'37.00'TD 589.17'43.00'TD 589.26'4.14%TD 590.00'60.83'FUTURE PROP. R.O.W0.50%1.5% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 93+50.00 585 585 590 590 595 595 600 600 94+00.00 585 585 590 590 595 595 600 600 94+50.00 580 580 585 585 590 590 595 595 141 CL DRIVEWAY RT 94+96.99 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:44 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.78'TC 589.24'31.50'TC 589.24'1.95%1.97%EX. R.O.W.EX. R.O.W.EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W0.50%1.50%4:1-25.50'TC 589.11'31.50'TC 589.11'2.00%2.00%EX. R.O.W.EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W0.50%1.50%4:1-25.50'TC 588.99'31.50'TC 588.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W1.50%1.50%4: 1-25.50'TC 589.10'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.WTD 588.60'TD 589.08'TD 589.17'TD 586.87'31.00'37.00'43.00'72.24'7.87% 8%1.5%0.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 95+00.00 585 585 590 590 595 595 600 600 95+50.00 585 585 590 590 595 595 600 600 96+00.00 580 580 585 585 590 590 595 595 96+50.00 142 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:45 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 589.11'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W8%TD 588.61'31.00'37.00'TD 589.09'43.00'TD 589.18'TD 586.84'72.24'8% 1.5%0.50%-25.50'TC 589.36'31.50'TC 589.36'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W1.50%4: 1 0.50%-25.50'TC 589.61'31.50'TC 589.61'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W1.50%4:10.50%-25.50'TC 589.86'31.50'TC 589.86'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W1.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 97+00.00 585 585 590 590 595 595 600 600 97+50.00 585 585 590 590 595 595 600 600 98+00.00 585 585 590 590 595 595 600 600 98+50.00 143 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:46 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 590.11'31.50'TC 590.11'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W1.50%4: 1 1.50%-25.50'TC 590.36'31.50'TC 590.36'2.00%2.00%EX. R.O.W.EX. R.O.W.1.50%1.50%4:1-25.50'TC 590.46'31.50'TC 590.46'2.00%2.00%EX. R.O.W.EX. R.O.W.4:11.50%1.50%4:1-25.50'TC 590.23'31.50'TC 590.23'2.00%2.00%EX. R.O.W.EX. R.O.W.4:11.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 99+00.00 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 99+50.00 585 585 590 590 595 595 600 600 SOUTHWEST CURB DUCHESS DRIVE 99+40.52 CL DUCHESS DRIVE 99+62.87 144 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:47 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 589.85'31.50'TC 589.85'2.00%2.00%EX. R.O.W.EX. R.O.W.4: 1 1.50%1.50% 2.00%2.00%EX. R.O.W.EX. R.O.W.8% 4.28%-25.00'TD 589.04'-31.00'TD 589.52'-43.00'TD 589.70'-72.72'TD 590.97'1.5%G 589.04'31.00'TC 590.56'1.57%96.12'1.50%TP 589.18'40.50'2.00%2.00%EX. R.O.W.EX. R.O.W.8% 4.25%-25.00'TD 588.97'TD 589.45'-31.00'TD 589.63'-43.00'TD 590.89'-72.72'1.5%G 588.97'31.00'TP 590.41'96.18'40.50'TP 589.18'1.50%2.33% 2.00%2.00%EX. R.O.W.EX. R.O.W.8% 3.93%-25.00'TD 588.87'TD 589.35'-31.00'TD 589.53'-43.00'TD 590.70'-72.72'1.5%31.00'G 588.87'40.50'TP 589.01'1.50%TP 590.87'96.28'3.33% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 100+00.00 585 585 590 590 595 595 600 600 100+50.00 SOUTHEAST CURB DUCHESS DRIVE 99+85.71 145 CL DRIVEWAY LT 99+70.55 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:48 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 2.00%2.00%EX. R.O.W.EX. R.O.W.8% 4.16%-25.00'TD 588.81'TD 589.29'-31.00'TD 589.47'-43.00'TD 590.71'-72.72'1.5%1.50%40.50'TP 588.95'TP 588.81'31.00'3.12%TP 590.70'96.36'2.00%2.00%EX. R.O.W.EX. R.O.W.8% 4.55%-25.00'TD 588.70'TD 589.18'-31.00'TD 589.36'-43.00'TD 590.71'-72.72'1.5%TP 588.81'31.00'1.50%40.50'TP 588.95'2.65%TC 590.81'96.54'-25.50'TC 589.09'35.86'G 588.49'2.00%2.00%EX. R.O.W.EX. R.O.W.4: 1 1.50%4:1 1.50%-25.50'TC 588.71'31.50'TC 588.71'2.00%2.00%EX. R.O.W.EX. R.O.W.4: 1 1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 101+00.00 585 585 590 590 595 595 600 600 101+50.00 585 585 590 590 595 595 600 600 102+00.00 580 580 585 585 590 590 595 595 102+50.00 146 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:49 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 588.32'31.50'TC 588.32'2.00%2.00%EX. R.O.W.EX. R.O.W.4: 1 1.50%1.50%FUTURE PROP. R.O.W.4:1-25.50'TC 587.94'31.50'TC 587.94'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.5% 7.52%-31.00'-68.85'-56.85'588.02589.97'590.15'4:11.50%-25.50'TC 587.56'31.50'TC 587.56'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:14: 1 -25.50'TC 587.18'31.50'TC 587.18'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 103+00.00 580 580 585 585 590 590 595 595 103+50.00 580 580 585 585 590 590 595 595 104+00.00 580 580 585 585 590 590 595 595 104+50.00 147 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:50 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 586.80'31.50'TC 586.80'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 4: 1 -25.50'TC 586.41'31.50'TC 586.41'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 4: 1 4:1-25.50'TC 586.03'31.50'TC 586.03'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:14: 1 R.O.W.EX. -25.50'TC 585.65'31.50'TC 585.65'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.3:1 1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 105+00.00 580 580 585 585 590 590 595 595 105+50.00 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 106+00.00 148 CL DRIVEWAY RT 105+64.64 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:51 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.39'31.50'TC 585.20'1.33%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%-25.50'TC 585.13'31.50'TC 584.75'0.67%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%-25.50'TC 585.05'0.47%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 584.12'TD 584.60'TD 584.69'TD 585.02'31.00'37.00'43.00'52.75'8%3.43%1.50%1.5%-25.50'TC 584.87'31.50'TC 584.30'0.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.00%1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 106+50.00 580 580 585 585 590 590 595 595 107+00.00 580 580 585 585 590 590 595 595 575 575 580 580 585 585 590 590 107+50.00 149 CL DRIVEWAY RT 107+19.34 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:52 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 584.61'31.50'TC 583.85'-0.67%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50%-25.50'TC 584.35'31.50'TC 583.40'-1.33%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50%4:1-25.50'TC 584.23'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.8%TD 582.81'G 582.73'31.00'37.00'TD 583.31'43.00'TD 583.43'TD 584.12'52.20'-2.00%8%1.50% 1.5%4:131.50'TC 582.95'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-25.00'TD 584.13'-31.00'TD 584.31'-43.00'TD 584.94'-50.00'8%TD 583.65'G 583.57'-2.00% 8 .98%1.5% 1.5%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 108+00.00 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 108+50.00 150 CL DRIVEWAY RT 108+08.75 CL DRIVEWAY LT 107+64.78 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:53 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 582.88'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-25.00'8%-31.00'TD 584.06'TD 584.24'-43.00'TD 584.74'-50.00'TD 583.58'G 583.50'-2.00% 7.13%1.50% 1.50%4: 1-25.50'TC 583.84'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.98%TD 582.28'37.00'TD 582.34'43.00'TD 582.40'50.00'TD 582.47'G 582.2031.00'-2.00% 1.50%-25.50'TC 583.78'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.TD 582.24'37.00'TD 582.41'43.00'TD 582.50'50.00'TD 582.61'1.50%2.90%-2.00%G 582.1631.00'1.50%-25.50'TC 583.59'31.50'TC 582.45'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-2.00% 1.50% 1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 109+00.00 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 109+50.00 151 CL DRIVEWAY RT 109+31.66 CL DRIVEWAY LT 108+73.87 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 582.33'2.00%EX. R.O.W.EX. R.O.W.-25.00'TD 583.03'G 582.95'-31.00'TD 583.51'TD 583.69'-43.00'-53.93'TD 584.47'-2.00%R.O.W.PROP. FUTURE 8% 4.49%1.50% 1.50%-25.50'TC 583.34'31.50'TC 582.20'2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-2.00%FUTURE PROP. R.O.W.1.50% 1.50% 4:14:1-25.50'TC 583.16'2.00%EX. R.O.W.EX. R.O.W.TD 581.62'37.00'TD 581.53'TD 581.44'43.00'TD 581.01'50.00'-1.50% -2.00% -6.17%G 581.54'31.00'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 4: 1 -25.50'TC 583.09'-2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.G 581.45'31.00'TD 581.53'37.00'TD 581.44'43.00'TD 581.35'50.00'TD 581.12'-3.24%-1.50% 1.50% 4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 110+00.00 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 110+50.00 152 CL DRIVEWAY LT 110+15.30 CL DRIVEWAY RT 109+88.88 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:55 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 582.88'-2.00%2.00%EX. R.O.W.EX. R.O.W.TD 581.66'TD 581.75'TD 581.19'37.00'43.00'50.00'-8%5.32%TD 581.34'G 581.2631.00'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.3:1 1.50% 1.5%31.50'TC 581.70'-2.00%2.00%EX. R.O.W.EX. R.O.W.-25.00'TD 582.41'G 582.32'8%-31.00'TD 582.89'10%-43.00'TD 583.07'-59.93'TD 584.76'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.5% 1.50%31.50'TC 581.67'-2.00%2.00%EX. R.O.W.-25.00'TD 582.37'G 582.29'-31.00'TD 582.85'-43.00'TD 583.03'8%TD 584.63'-59.93'9 .46%FUTURE PROP. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50%-25.50'TC 582.82'31.50'TC 581.72'-2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50% 3:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 111+00.00 575 575 580 580 585 585 590 590 111+50.00 575 575 580 580 585 585 590 590 112+00.00 153 CL DRIVEWAY RT 110+80.22 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:55 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 583.03'-2.00%2.00%EX. R.O.W.EX. R.O.W.-1.50%G 581.41'31.00'TD 581.49'37.00'TD 581.40'43.00'TD 581.31'-6.32%50.00'TD 580.87'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.4: 1 1.50%-25.50'TC 583.23'31.50'TC 582.09'-2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50%4: 1-25.50'TC 583.73'31.50'TC 582.59'-2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%FUTURE PROP. R.O.W.1.50% 3:1-25.50'TC 584.38'31.50'TC 583.09'-2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50% 1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 580 580 585 585 590 590 NORTHWEST CURB MAYHILL ROAD 112+25.73 SOUTHWEST CURB MAYHILL ROAD 112+28.53 CL MAYHILL ROAD 112+75.57 0 10 20 30 40 50 60 70 80 90 100 110 120 575 575 150140130 160 154 575575 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:56 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. ON 0.50%TP 584.68'-59.85'58.20'TC 582.82'TC 580.23'138.54'EX. ON 4.68%EX. R.O.W. CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 580 580 585 585 590 590 595 595 113+50.00 NORTHEAST CURB MAYHILL ROAD 113+25.55 SOUTHEAST CURB MAYHILL ROAD 113+41.01 155 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:57 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761TC 585.82'-83.87'EX. ON 0.89%TC 585.30'-49.17'66.66'TC 582.98'TC 581.40'112.33'EX. ON 5.40%-25.50'TC 585.05'31.50'TC 583.78'2.00% -2.00%EX. R.O.W.4:11.50% 1.50% 4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 114+00.00 575 575 580 580 585 585 590 590 114+50.00 575 575 580 580 585 585 590 590 115+00.00 575 575 580 580 585 585 590 590 CL 5'x4' BOX CULVERT 115+26.63 156 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:58 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.30'31.50'TC 584.10'2.00%-2.00%EX. R.O.W.EX. R.O.W.EX. DRAINAGE EASEMENT4:1 1.50% 1.50%4: 1-25.50'TC 585.55'31.50'TC 584.41'2.00% -2.00%EX. R.O.W.EX. R.O.W.EX. DRAINAGE EASEMENTFUTURE PROP. R.O.W.4:1 1.50%4: 1 1.50%-25.50'TC 585.79'31.50'TC 584.78'2.00% -1.56%EX. R.O.W.EX. R.O.W.EX. DRAINAGE EASEMENTFUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP.DRAINAGE EASEMENTFUTURE PROP.4:1 1.50% 1.50%4: 1-25.50'TC 585.78'31.50'TC 584.85'2.00%-1.32%EX. R.O.W.EX. R.O.W.EX. DRAINAGE EASEMENTFUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP. 2:15'x 4' BOX CULVERT ON 0.50% 2:11.50% 1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 115+50.00 575 575 580 580 585 585 590 590 116+00.00 575 575 580 580 585 585 590 590 116+50.00 575 575 580 580 585 585 590 590 117+00.00 157 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:40:59 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.69'31.50'TC 584.80'2.00%-1.11%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP.DRAINAGE EASEMENTFUTURE PROP.1.50%4:1 1.50%4:1-25.50'TC 585.08'31.50'TC 584.32'2.00%-0.67%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4: 1 1.50%4:1 -25.50'TC 584.20'31.50'TC 583.57'2.00%-0.22%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:1 1.50% 4:1-25.50'TC 583.67'31.50'TC 583.16'2.00%0.22%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 4:11.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 117+50.00 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 118+00.00 575 575 580 580 585 585 590 590 118+50.00 158 CL DRIVEWAY LT 117+76.09 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:00 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 583.52'31.50'TC 583.14'2.00%0.67%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 4:11.50%4:131.50'TC 583.28'2.00%0.90%EX. R.O.W.EX. R.O.W.-25.00'TD 583.17'G 583.09'TD 583.65'-31.00'8%-43.00'TD 583.83'-65.00'TD 585.06'FUTURE PROP. R.O.W.R.O.W.PROP. FUTURE 5.56% 1.50% 4:11.50%-25.50'TC 583.72'31.50'TC 583.47'2.00%1.11%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50% 4:1-25.50'TC 584.00'31.50'TC 583.87'2.00%1.56%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 119+00.00 580 580 585 585 590 590 595 595 119+50.00 580 580 585 585 590 590 595 595 120+00.00 580 580 585 585 590 590 595 595 159 CL DRIVEWAY LT 120+29.07 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:01 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL REFERENCE ONLY. CROSS-SECTIONS SHOWN FOR CONSTRUCTED BY OTHERS. 3. STA 106+00 TO STA 119+00 TO BE R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 584.27'31.50'TC 584.27'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:1-25.50'TC 584.67'31.50'TC 584.67'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%-25.50'TC 585.07'31.50'TC 585.07'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:131.50'TC 585.28'2.00%2.00%EX. R.O.W.EX. R.O.W.8%-25.00'TD 583.17'G 583.09'TD 583.65'-31.00'-43.00'TD 583.83'8%-62.65'TD 587.09'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:1 1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 120+50.00 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 121+00.00 580 580 585 585 590 590 595 595 121+50.00 160 CL DRIVEWAY LT 120+87.29 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:02 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.47'31.50'TC 585.47'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50% 4:131.50'TC 585.77'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.TD 585.35'G 585.27'-25.00'-31.00'TD 585.83'TD 586.01'-43.00'8%R.O.W.PROP. FUTURE TD 586.82'-60.03'4.73%R.O.W.EX. 1.50%4:11.50%31.50'TC 585.87'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.8%-25.00'TD 585.45'G 585.37'TD 585.93'-31.00'8%TD 586.11'-43.00'-60.03'TD 587.48'R.O.W.PROP. FUTURE R.O.W.EX. 1.50%4:1 1.50%-25.50'TC 586.27'31.50'TC 586.27'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4: 1 1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 122+00.00 580 580 585 585 590 590 595 595 122+50.00 580 580 585 585 590 590 595 595 123+00.00 161 CL DRIVEWAY LT121+96.22 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:03 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 586.64'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.-25.00'TD 586.22'G 586.14'8%-31.00'TD 586.70'-43.00'TD 586.88'8%TD 588.11'-58.38'R.O.W.PROP. FUTURE R.O.W.EX. 1.50%1.50%31.50'TC 586.67'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.8%-25.00'TD 586.25'G 586.17'TD 586.73'-31.00'-43.00'TD 586.91'-58.38'TD 588.13'7.94%R.O.W.PROP. FUTURE R.O.W.EX. 1.50%1.50%-25.50'TC 586.93'31.50'TC 586.93'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50%4:1-25.50'TC 587.19'31.50'TC 587.19'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50%4:1UTILITY EASEMENTEX. PUBLIC CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 123+50.00 580 580 585 585 590 590 595 595 124+00.00 580 580 585 585 590 590 595 595 124+50.00 580 580 585 585 590 590 595 595 125+00.00 162 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:04 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 587.44'31.50'TC 587.44'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.4:11.50%1.50% 4: 1-25.50'TC 587.70'31.50'TC 587.70'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:1-25.50'TC 587.92'31.50'TC 587.92'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 4:1-25.50'TC 587.89'31.50'TC 587.89'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 125+50.00 580 580 585 585 590 590 595 595 126+00.00 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 126+50.00 163 CL DRIVEWAY LT 126+41.32 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:05 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 587.66'31.50'TC 587.66'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%4: 1 1.50%-25.50'TC 587.42'31.50'TC 587.42'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50% 4: 1 1.50%31.50'TC 587.21'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.8%-25.00'TD 586.80'G 586.71'-31.00'TD 587.28'-43.00'TD 587.46'1.83%TD 587.60'-50.75'1.50%4:11.50%-25.50'TC 587.18'31.50'TC 587.18'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 127+00.00 580 580 585 585 590 590 595 595 127+50.00 580 580 585 585 590 590 595 595 128+00.00 164 CL DRIVEWAY RT 126+85.55 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:06 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 587.22'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.TD 586.80'G 586.72'31.00'37.00'TD 587.10'43.00'TD 586.98'50.00'TD 585.08'-10% -2%4.90%R.O.W.PROP. FUTURE 0.50%-25.50'TC 587.29'31.50'TC 587.29'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4: 1-25.50'TC 587.24'31.50'TC 587.24'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.0.50%4:11.50%-25.50'TC 586.99'31.50'TC 586.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 128+50.00 580 580 585 585 590 590 595 595 129+00.00 580 580 585 585 590 590 595 595 CL CARPENTER ROAD 128+17.95 165 CL DRIVEWAY LT 129+03.63 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:06 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 586.90'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.G 586.40'25.00'TP 586.77'43.50'TP 587.49'59.51'4.50%2.00%4: 1 1.50%-25.50'TC 586.74'31.50'TC 586.74'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4: 131.50'TC 586.49'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.-25.00'TD 586.07'G 585.99'TD 586.55'-31.00'8%-43.00'TD 586.73'-50.00'TD 587.29'7.93%1.50%1.50%4:131.50'TC 586.47'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.8%-25.00'TD 586.05'G 585.97'TD 586.53'-31.00'-43.00'TD 586.71'TD 587.33'-51.48'7 .33%1.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 129+50.00 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 130+00.00 580 580 585 585 590 590 595 595 130+50.00 166 CL DRIVEWAY LT 129+72.82 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:07 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 586.24'31.50'TC 586.24'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50%4:131.50'TC 586.13'2.00%2.00%EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.8%-25.00'TD 585.72'G 585.63'TD 586.20'-31.00'TD 586.38'-43.00'TD 587.60'-55.27'10%R.O.W.EX. 1.50%1.50%4:1-25.50'TC 585.99'31.50'TC 585.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 3:1 -25.50'TC 585.74'31.50'TC 585.74'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.1.50%1.50% 3:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 131+00.00 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 131+50.00 NORTHWEST CURB RYAN WAY 131+07.23 CL RYAN WAY 131+47.51 167 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:08 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-25.00'G 584.99'31.50'TC 585.49'2.00%2.00%1.50%1.50%EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-25.00'G 584.95'31.50'TC 585.45'2.00%2.00%1.50%R.O.W.EX. -43.00'TP 585.22'-0.69% (-)0.69%-54.96'TC 585.63'-81.25'TC 585.45'1.50%EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-25.00'G 584.75'31.50'TC 585.25'2.00%2.00%1.00%R.O.W.EX. 1.57%-43.00'TP 584.93'-51.44'TC 585.55'1.50%EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-25.00'G 584.74'31.50'TC 585.24'2.00%2.00%0.50%R.O.W.EX. 1.49%-43.00'TP 584.83'-56.02'TC 585.51'1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 580 580 585 585 590 590 595 595 132+00.00 580 580 585 585 590 590 595 595 132+50.00 580 580 585 585 590 590 595 595 NORTHEAST CURB RYAN WAY 131+75.98 168 CL DRIVEWAY RT 132+67.33 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:09 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-25.00'G 584.61'31.50'TC 585.11'2.00%2.00%-51.65'TC 585.05'-82.76'TC 584.52'0.50%-43.00'TP 584.70'R.O.W.EX. -1.69%-1.69%1.50%-25.50'TC 584.99'31.50'TC 584.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4: 1 1.50%-25.50'TC 584.74'2.00%2.00%EX. R.O.W.EX. R.O.W.TD 584.32'37.00'TD 584.50'43.00'TD 584.38'53.38'TD 583.34'FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT-10% -2%G 584.24'31.00'2.92%1.50%-25.49'TC 584.65'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP. EX. UTILITY EASEMENT53.32'TD 583.20'-10%43.00'TD 584.24'-2%TD 584.36'37.00'2.06%TD 584.23'G 584.15'31.00'1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 133+00.00 575 575 580 580 585 585 590 590 580 580 585 585 590 590 595 595 133+50.00 580 580 585 585 590 590 595 595 134+00.00 CL 3-6'x3' BOX CULVERT 133+03.41 169 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:10 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 584.49'31.50'TC 584.49'2.00%2.00%EX. R.O.W.EX. R.O.W.DRAINAGE EASEMENTFUTURE PROP. FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%1.50% 3:13:1 -25.50'TC 584.48'31.50'TC 584.48'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP. FUTURE PROP. R.O.W.EX. UTILITY EASEMENT3-6'x3' BOX CULVERT ON 0.88%EX. 2-48" RCP 1.50%1.50%-25.50'TC 584.47'31.50'TC 584.47'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP. EX. UTILITY EASEMENT4:11.50%4:1 1.50%-25.50'TC 584.82'31.50'TC 584.82'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4:1 1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 134+50.00 580 580 585 585 590 590 595 595 135+00.00 585 585 590 590 595 595 600 600 135+50.00 585 585 590 590 595 595 600 600 170 CL DRIVEWAY LT 135+88.61 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:11 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.55'31.50'TC 585.55'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%1.50%-25.50'TC 586.43'31.50'TC 586.43'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%1.50%-25.50'TC 587.31'31.50'TC 587.31'2.00%2.00%EX. R.O.W.EX. R.O.W.0.50%FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4:11.50%31.50'TC 587.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.TD 587.82'TD 588.00'TD 590.07'-25.00'-31.00'-43.00'-84.45'G 587.49'TD 587.58'4%EASEMENTUTILITY EX. 5.00% 1.50%1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 136+00.00 585 585 590 590 595 595 600 600 136+50.00 585 585 590 590 595 595 600 600 137+00.00 585 585 590 590 595 595 600 600 137+50.00 171 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:12 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 588.19'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 587.69'TD 587.77'-25.00'-31.00'TD 588.17'TD 588.35'-43.00'TD 590.41'-84.24'EASEMENTUTILITY EX. 6.58%1.50%1.50% 5.00%-25.50'TC 588.82'31.50'TC 588.82'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%4:11.50% 4:1-25.50'TC 589.20'31.50'TC 589.20'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4: 1 1.50%1.50%4:1-25.50'TC 589.58'31.50'TC 589.58'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4:11.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 138+00.00 585 585 590 590 595 595 600 600 138+50.00 585 585 590 590 595 595 600 600 139+00.00 585 585 590 590 595 595 600 600 139+50.00 172 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:13 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 589.96'31.50'TC 589.96'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4:11.50%1.50%4:1-25.50'TC 590.34'31.50'TC 590.34'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%1.50%4:13:1 -25.50'TC 590.72'31.50'TC 590.72'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT3:1 1.50%1.50%-25.50'TC 591.10'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENTG 590.60'31.00'TC 590.92'43.50'3:1 1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 140+00.00 585 585 590 590 595 595 600 600 SOUTHWEST CURB GLENNGARY WAY 139+55.58 CL GLENNGARY WAY 139+78.36 SOUTHEAST CURB GLENNGARY WAY 140+02.00 173 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:14 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 591.14'2.00%2.00%EX. R.O.W.EX. R.O.W.EX. UTILITY EASEMENT-1.50%TP 590.46'43.00'TC 590.40'57.42'TC 589.24'87.47'G 590.64'31.00'-3.88%-3.88% 3:1 1.50%-25.50'TC 591.32'2.00%2.00%EX. R.O.W.EX. UTILITY EASEMENT-1.50% -4.40%G 590.82'31.00'TP 590.64'43.00'84.81'TC 588.80'R.O.W.EX. 3:1 1.50%-25.50'TC 591.48'2.00%2.00%EX. R.O.W.EX. R.O.W.EX. UTILITY EASEMENT-2.00% -4.97%G 590.98'31.00'TP 590.74'43.00'TP 588.76'82.77'1.50%-25.50'TC 591.50'2.00%2.00%EX. R.O.W.EX. R.O.W.EX. UTILITY EASEMENT-2.00% -6.37% -6.37%G 590.76'43.00'TC 589.83'65.34'TP 588.76'82.08'G 591.00'31.00'1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 140+50.00 585 585 590 590 595 595 600 600 141+00.00 585 585 590 590 595 595 600 600 141+50.00 585 585 590 590 595 595 600 600 142+00.00 174 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:15 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 591.86'31.50'TC 591.86'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%1.50% 4:1-25.50'TC 592.24'31.50'TC 592.24'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%EX. UTILITY EASEMENT1.50%4: 1-25.50'TC 592.62'31.50'TC 592.62'2.00%2.00%EX. R.O.W.EX. R.O.W.0.50%FUTURE PROP. R.O.W.EX. UTILITY EASEMENT1.50%3:131.50'TC 592.99'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-25.00'-31.00'TD 592.80'-43.00'TD 592.98'-50.00'TD 593.08'1.50%5.05%G 592.49'EX. UTILITY EASEMENT4:11.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 142+50.00 585 585 590 590 595 595 600 600 143+00.00 585 585 590 590 595 595 600 600 143+50.00 175 CL DRIVEWAY LT 142+04.57 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:15 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 593.01'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 592.49'-25.00'4.67%TD 592.80'-31.00'1.50%-43.00'TD 592.98'TD 593.08'-50.00'EX. UTILITY EASEMENT4:11.50%-25.50'TC 593.11'31.50'TC 593.11'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.EX. UTILITY EASEMENT4:11.50%1.50%-25.50'TC 592.85'31.50'TC 592.85'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50% 4:11.50%-25.50'TC 592.21'31.50'TC 592.21'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 144+00.00 585 585 590 590 595 595 600 600 585 585 590 590 595 595 600 600 144+50.00 580 580 585 585 590 590 595 595 145+00.00 176 CL DRIVEWAY RT 144+18.85 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:16 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 591.19'31.50'TC 591.19'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%4: 1 1.50%-25.50'TC 590.71'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.TC 589.90'TC 589.99'TC 590.30'-50.00'TC 589.34'8% 5.07%G 590.2131.00'37.00'43.00'1.00% 1.5%-25.50'TC 589.92'31.50'TC 589.92'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4: 1-25.50'TC 588.65'31.50'TC 588.65'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 145+50.00 580 580 585 585 590 590 595 595 146+00.00 580 580 585 585 590 590 595 595 146+50.00 580 580 585 585 590 590 595 595 147+00.00 177 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:17 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 587.62'31.50'TC 587.62'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.00%1.50% 4:1-25.50'TC 586.90'31.50'TC 586.90'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4:1-25.50'TC 586.47'31.50'TC 586.47'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4: 1-25.50'TC 586.12'31.50'TC 586.12'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 147+50.00 575 575 580 580 585 585 590 590 148+00.00 575 575 580 580 585 585 590 590 148+50.00 575 575 580 580 585 585 590 590 149+00.00 178 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 585.76'31.50'TC 585.76'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%4: 1 1.50%-25.50'TC 585.41'31.50'TC 585.41'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50% 4:11.50%-25.50'TC 585.06'31.50'TC 585.06'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%4: 1 1.50%-25.50'TC 584.71'31.50'TC 584.71'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50% 4:11.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 149+50.00 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 150+00.00 575 575 580 580 585 585 590 590 NORTHWEST CURB S FORK DRIVE 149+98.59 CL S FORK DRIVE 150+23.45 179 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:19 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 584.35'31.50'TC 584.35'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%4: 1 1.50%31.50'TC 584.01'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 583.51'TP 583.60'-0.82%TC 584.00'TC 583.94'-0.82%0.50%-25.00'-43.00'-55.20'-62.32'4:11.50%31.50'TC 584.00'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 583.50'0.50%TP 583.59'TP 583.19'-2.05%-25.00'-43.00'-62.30'1.50% 4:131.50'TC 583.88'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 583.38'-0.50%TP 583.29'-1.82%TP 582.95'-25.00'-43.00'-62.07'1.50% 4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 575 575 580 580 585 585 590 590 150+50.00 575 575 580 580 585 585 590 590 151+00.00 575 575 580 580 585 585 590 590 151+50.00 NORTHEAST CURB S FORK DRIVE 150+47.89 180 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:20 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 31.50'TC 583.76'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.-1.50%G 583.26'TP 582.99'TC 583.21'TC 583.07'(-)2.22%(-)2.22%-25.00'-43.00'-55.53'-61.84'1.50%4:131.50'TC 583.75'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.G 583.25'-25.00'1.50%4:1TC 583.47'-44.51'-1.50%-25.50'TC 583.50'31.50'TC 583.50'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.1.50%4:11.50%3:1 -25.50'TC 583.25'31.50'TC 583.25'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP. 1.50%4: 1 1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 570 570 575 575 580 580 585 585 575 575 580 580 585 585 590 590 152+00.00 575 575 580 580 585 585 590 590 152+50.00 575 575 580 580 585 585 590 590 153+00.00 CL 3-7'x3' BOX CULVERT 151+93.80 181 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:21 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761-25.50'TC 583.03'31.50'TC 583.03'2.00%2.00%EX. R.O.W.DRAINAGE EASEMENTFUTURE PROP. 3-7'x3' BOX CULVERT ON 0.20%EX. 3-36" CMP PROP. R.O.W.FUTURE 1.50%1.50%R.O.W.EX. 4.35'X 4' RCB EX. -25.50'TC 583.00'31.50'TC 583.00'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP.DRAINAGE EASEMENTFUTURE PROP.1.50% 3:1 4:1 1.50%-25.50'TC 582.78'31.50'TC 582.78'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.DRAINAGE EASEMENTFUTURE PROP.4: 1 1.50%1.50%3:1 -25.50'TC 582.93'31.50'TC 582.93'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50% 4:11.50%3:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 153+50.00 575 575 580 580 585 585 590 590 154+00.00 575 575 580 580 585 585 590 590 154+50.00 575 575 580 580 585 585 590 590 155+00.00 182 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:22 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 -25.50'TC 583.21'31.50'TC 583.21'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50% 4:13:1 -25.50'TC 583.50'31.50'TC 583.50'2.00%2.00%EX. R.O.W.EX. R.O.W.FUTURE PROP. R.O.W.0.50%1.50%4:13:1EX. R.O.W.EX. R.O.W.ATMOS FENCEFUTURE PROP. R.O.W.(-)1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCEFUTURE PROP. R.O.W.1.50%1.50%4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 575 575 580 580 585 585 590 590 155+50.00 575 575 580 580 585 585 590 590 156+00.00 575 575 580 580 585 585 590 590 156+50.00 575 575 580 580 585 585 590 590 157+00.00 183 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:23 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 0.50%1.50%4: 1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 157+50.00 580 580 585 585 590 590 595 595 158+00.00 580 580 585 585 590 590 595 595 158+50.00 580 580 585 585 590 590 595 595 184 CL DRIVEWAY LT 158+67.23 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:24 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.00%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50% 4:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 580 580 585 585 590 590 595 595 159+00.00 580 580 585 585 590 590 595 595 159+50.00 580 580 585 585 590 590 595 595 160+00.00 585 585 590 590 595 595 600 600 160+50.00 185 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:25 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP.FUTURE1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 0.50%1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 161+00.00 585 585 590 590 595 595 600 600 161+50.00 585 585 590 590 595 595 600 600 162+00.00 585 585 590 590 595 595 600 600 162+50.00 186 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:25 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.00%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 163+00.00 585 585 590 590 595 595 600 600 163+50.00 585 585 590 590 595 595 600 600 164+00.00 590 590 595 595 600 600 605 605 164+50.00 187 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:26 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.00%1.50%4:1EX. R.O.W.ATMOS FENCE0.50%1.50%4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 590 590 595 595 600 600 605 605 585 585 590 590 595 595 600 600 165+00.00 590 590 595 595 600 600 605 605 590 590 595 595 600 600 605 605 165+50.00 CL ORR ROAD 164+65.02 188 CL DRIVEWAY LT 165+34.65 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:27 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.0.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 3:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50% 3:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 3:1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 590 590 595 595 600 600 605 605 166+00.00 590 590 595 595 600 600 605 605 166+50.00 590 590 595 595 600 600 605 605 167+00.00 590 590 595 595 600 600 605 605 167+50.00 189 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:28 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 3:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 3:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%4:1EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50% 4: 1 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 590 590 595 595 600 600 605 605 168+00.00 585 585 590 590 595 595 600 600 168+50.00 585 585 590 590 595 595 600 600 169+00.00 585 585 590 590 595 595 600 600 169+50.00 190 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:29 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50% CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 170+00.00 585 585 590 590 595 595 600 600 170+50.00 585 585 590 590 595 595 600 600 171+00.00 585 585 590 590 595 595 600 600 171+50.00 191 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:30 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE 1.50%EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 585 585 590 590 595 595 600 600 172+00.00 580 580 585 585 590 590 595 595 172+50.00 580 580 585 585 590 590 595 595 173+00.00 580 580 585 585 590 590 595 595 173+50.00 192 APPROVED Huitt-Zollars, Inc.1717 McKinney Avenue, Suite 1400 NO.REVISIONSDATE Dallas, Texas 75202 DRAWNDESIGN KAR APPR. ROADWAY CROSS-SECTIONS BDE PROJ. NO.DATE Phone (214) 871-3311 Fax (214) 871-0757 SCALE SEP 2019 R305837 SHEET 1"=20'H I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn1:204:41:31 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLCITY OF DENTON I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-XSC01.dgn 1"=10'V E. OF LOOP 288 TO W. OF GRISSOM ROAD AL R.O.W. BY CITY OF DENTON. ACQUISITION OF PATH TO BE COMPLETED UPON FOR FUTURE SIDEWALK AND BIKE/PED 2. CONSTRUCTION OF AND GRADING COMPLETED WITHIN EXISTING R.O.W. 1. ALL BASE BID WORK TO BE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS FIRM REGISTRATION NO. F-761 EX. R.O.W.EX. R.O.W.ATMOS FENCER.O.W.PROP. FUTURE EX. FENCEEX. R.O.W.EX. R.O.W.ATMOS FENCEFUTURE PROP. R.O.W.EX. FENCEEX. R.O.W.EX. R.O.W.ATMOS FENCEFUTURE PROP. R.O.W.EX. FENCEEX. R.O.W.EX. R.O.W.ATMOS FENCEFUTURE PROP. R.O.W.EX. FENCE DRAINAGE AREA MAP 1:200 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA01.dgn1:2004:41:46 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V V V V D D D D D LT LT LT LT LT 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 POT 10063+57.65 D D D D D D D D C-02 0.52 4.81 C-03 0.38 3.51 C-06 9.61 25.08 C-05 0.48 4.47 C-08 7.16 18.68 C-14 0.15 1.36 C-15 1.29 11.89 C-18 0.25 2.32 592 606 604 602 608 610 612 616 618 620622624 626 628 6126 26 618614 610 610 594 608606 604 606 608 610598592590596594598 602606612620616612612614 6146166086046 0 0 5 9 8 598600 608606 604602 598 608 598600 596594 596 594 590 612 610 588 6 1 0 600 614 634 634 632 632 634630628624622620614630630610616608606 608 628 616 610 602 606606600598604 600 624 594586 584582580578576 574 588 McKINNEY STREET McKINNEY STREET DRIVEDUCHESSS MAYHI LL ROADN MAYHI LL ROADC-07 0.22 1.99 C-09 0.43 3.99 C-11 0.46 4.20 9.67 1.13 C-12 C-13 0.19 1.53 10.79 1.17 C-17 588 598 610 LEGEND: DIRECTION OF FLOW AREA DIVIDE PROPOSED DRAINAGE A-01 DRAINAGE AREA IDENTIFIER AREA (ACRES) EXISTING 2' CONTOUR 100 YEAR Q (CFS) 1.58 5.09 594592590 5945965985 9 2 588590 588586 586 584582584586582 580 586 578 582 580 5845 88 590 588 588 588 590588590 588 590 B-01 0.63 5.84 A-01 0.75 6.91 A-02 2.40 19.40 A-04 0.39 3.64 B-02 0.47 4.36 588 5 8 8 590 588N LOOP 288S LOOP 288STREET McKINNEY 588590 SCALE IN FEET 50 2001001500 C-01 1.05 4.43* A-03 2.29 7.84* C-04 0.22 2.00 586584588 596 592 588 8.37 2.82 C-10 C-16 0.48 4.43 TO THE EAST FOR DRAINAGE AREAS SEE NEXT SHEET 193 A-05 0.05 0.48 DRAINAGE AREA MAP 1:200 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA02.dgn1:2004:41:50 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D D D D 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 D D D D D McKINNEY STREET RYAN WAYCARPENTER ROADN MAYHI LL ROADMcKINNEY STREET LEGEND: DIRECTION OF FLOW AREA DIVIDE PROPOSED DRAINAGE A-01 DRAINAGE AREA IDENTIFIER AREA (ACRES) EXISTING 2' CONTOUR 100 YEAR Q (CFS) 1.58 5.09 SCALE IN FEET 50 2001001500 TO THE WEST FOR DRAINAGE AREAS SEE PREVIOUS SHEETS MAYHI LL ROADTO THE EAST FOR DRAINAGE AREAS SEE NEXT SHEET 194586E-01 0.27 2.49 HIGH SCHOOL BILLY RYAN 3.15 0.34 G-02 G-01 0.66 6.08 3.46 0.70 H-04 3.25 0.66 H-06 7.86 1.59 H-05 6.10 1.23 H-09 7.23 0.78 H-10 18.69 2.02 H-11 6.50 0.70 I-02 2.71 0.29 H-07 3.93 0.43 H-08 I-01 63.65 355.00 608 606 608 600 606610 614616620622624628630632634 598 588 634 630 610 602 606 624 634 632 628616630 606602 598 594 608 604 590 592 600 598 594 596 5785765805 8 2 582 582 582 5 8 2 5 8 4586 5 8 8 5 84 584 580618616614 612 610610608 606604 602608608596 600 592 5 90 588606606 606602 6 0 2 604 602 600 598 596 5 9 8600602 596 594 592608 606 606608610612 614616 618 598600602612616 622 596582592594 5 7 8 6046 04 6 0 6 5 8 4 590 5 9 2 598 5982.56 0.28 J-00 1.93 0.21 H-12 25.88 5.23 H-01 2.86 0.31 H-02 2.49 0.27 H-03 4.93 0.53 G-04 13.60 2.75 G-06 29.97 6.06 G-05 F-01 12.99 89.95 9.49 1.92 G-03 DRAINAGE AREA MAP 1:200 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDA03.dgn1:2004:41:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V D D 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 D D D 195RYAN WAYWAYGLENNGARYMcKINNEY STREET LEGEND: DIRECTION OF FLOW AREA DIVIDE PROPOSED DRAINAGE A-01 DRAINAGE AREA IDENTIFIER AREA (ACRES) EXISTING 2' CONTOUR 100 YEAR Q (CFS) 1.58 5.09 SCALE IN FEET 50 2001001500 TO THE WEST FOR DRAINAGE AREAS SEE PREVIOUS SHEET 590 598 600 594590606 610 590 594 598 604 608 590594598 586586 590 594 59 2582 578580 584 588 588 578 5 8 0 576 576 586 584 588 574 584 HIGH SCHOOL BILLY RYAN 4.58 0.82 J-05 6.10 0.90 J-01 4.54 0.83 J-03 4.74 0.86 J-04 3.86 0.42 K-02 4.31 0.47 K-03 3.31 0.36 K-04 4.27 0.46 M-01 6.15 0.67 M-03 3.13 0.34 M-04 2.91 0.32 K-05 1.18 0.13 K-06 McKINNEY STREETS FORK DRIVE618 60 2602 616 586 582584 614 612 610598 596 594 4.17 0.45 K-01 4.06 0.44 M-02 350.10 78.86 L-01 6.32 0.68 J-02 2.10 0.23 J-06 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 196 DESIGN OF THIS POND WAS FOR THE OAK HILL BUSINESS PARK IN JULY, 2007. TO RELEASE 7.84 CFS IN A 100 YEAR STORM. * DRAINAGE AREA A-03 CONTAINS AN EXISTING DETENTION POND THAT WAS DESIGNED DESIGN OF THIS POND WAS FOR THE OAK HILL BUSINESS PARK IN JULY, 2007. TO RELEASE 4.43 CFS IN A 100 YEAR STORM. **DRAINAGE AREA C-01 CONTAINS AN EXISTING DETENTION POND THAT WAS DESIGNED DESIGN OF THIS POND WAS FOR RYAN HIGH SCHOOL IN NOVEMBER, 2009. TO RELEASE 355 CFS IN A 100 YEAR STORM. *** DRAINAGE AREA I-01 CONTAINS AN EXISTING DETENTION POND THAT WAS DESIGNED DESIGN OF THIS POND WAS FOR THE MEADOWS SUB-DIVISION IN APRIL, 1985. TO RELEASE 340.07 CFS IN A 100 YEAR STORM. ****DRAINAGE AREA L-01 CONTAINS AN EXISTING DETENTION POND THAT WAS DESIGNED * ** *** **** McKINNEY STREET PHASE TWO RUNOFF CALCULATIONS TOTAL AREA WEIGHTED INTENSITY FACTOR FREQUENCY "Q-100" AREA "A""C"Tc "I-100"RUNOFF NO. (ACRES)VALUE (MIN.)(IN./HR)fC (CFS) A-01 0.75 0.90 10.00 9.24 1.11 6.91 A-02 2.40 0.70 10.00 9.24 1.25 19.40 A-03 2.29 0.80 10.00 9.24 1.25 7.84 A-04 0.39 0.90 10.00 9.24 1.11 3.64 A-05 0.05 0.90 10.00 9.24 1.11 0.48 B-01 0.63 0.90 10.00 9.24 1.11 5.84 B-02 0.47 0.90 10.00 9.24 1.11 4.36 C-01 1.05 0.80 10.00 9.24 1.25 4.43 C-02 0.52 0.90 10.00 9.24 1.11 4.81 C-03 0.38 0.90 10.00 9.24 1.11 3.51 C-04 0.22 0.90 10.00 9.24 1.11 2.00 C-05 0.48 0.90 10.00 9.24 1.11 4.47 C-06 9.61 0.30 20.00 6.96 1.25 25.08 C-07 0.22 0.90 10.00 9.24 1.11 1.99 C-08 7.16 0.30 20.00 6.96 1.25 18.68 C-09 0.43 0.90 10.00 9.24 1.11 3.99 C-10 2.82 0.30 15.00 7.91 1.25 8.37 C-11 0.46 0.79 10.00 9.24 1.25 4.20 C-12 1.13 0.74 10.00 9.24 1.25 9.67 C-13 0.19 0.70 10.00 9.24 1.25 1.53 C-14 0.15 0.90 10.00 9.24 1.11 1.36 C-15 1.29 0.90 10.00 9.24 1.11 11.89 C-16 0.48 0.90 10.00 9.24 1.11 4.43 C-17 1.17 0.90 10.00 9.24 1.11 10.79 C-18 0.25 0.90 10.00 9.24 1.11 2.32 E-01 0.27 0.90 10.00 9.24 1.11 2.49 F-01 12.99 0.70 15.00 7.91 1.25 89.95 G-01 0.66 0.90 10.00 9.24 1.11 6.08 G-02 0.34 0.90 10.00 9.24 1.11 3.15 G-03 1.92 0.50 15.00 7.91 1.25 9.49 G-04 0.53 0.90 10.00 9.24 1.11 4.93 G-05 6.06 0.50 15.00 7.91 1.25 29.97 G-06 2.75 0.50 15.00 7.91 1.25 13.60 H-01 5.23 0.50 15.00 7.91 1.25 25.88 H-02 0.31 0.90 10.00 9.24 1.11 2.86 H-03 0.27 0.90 10.00 9.24 1.11 2.49 H-04 0.70 0.50 15.00 7.91 1.25 3.46 H-05 1.59 0.50 15.00 7.91 1.25 7.86 H-06 0.66 0.50 15.00 7.91 1.25 3.25 H-07 0.29 0.90 10.00 9.24 1.11 2.71 H-08 0.43 0.90 10.00 9.24 1.11 3.93 H-09 1.23 0.50 15.00 7.91 1.25 6.10 H-10 0.78 0.80 10.00 9.24 1.25 7.23 H-11 2.02 0.80 10.00 9.24 1.25 18.69 H-12 0.21 0.90 10.00 9.24 1.11 1.93 I-01 63.65 0.74 20.00 6.96 1.25 355.00 I-02 0.70 0.90 10.00 9.24 1.11 6.50 J-00 0.28 0.90 10.00 9.24 1.11 2.56 J-01 0.90 0.59 10.00 9.24 1.25 6.10 J-02 0.68 0.90 10.00 9.24 1.11 6.32 J-03 0.83 0.48 10.00 9.24 1.25 4.54 J-04 0.86 0.48 10.00 9.24 1.25 4.74 J-05 0.82 0.49 10.00 9.24 1.25 4.58 J-06 0.23 0.90 10.00 9.24 1.11 2.10 K-01 0.45 0.90 10.00 9.24 1.11 4.17 K-02 0.42 0.90 10.00 9.24 1.11 3.86 K-03 0.47 0.90 10.00 9.24 1.11 4.31 K-04 0.36 0.90 10.00 9.24 1.11 3.31 K-05 0.32 0.90 10.00 9.24 1.11 2.91 K-06 0.13 0.90 10.00 9.24 1.11 1.18 L-01 78.86 0.50 20.00 6.96 1.25 350.10 M-01 0.46 0.90 10.00 9.24 1.11 4.27 M-02 0.44 0.90 10.00 9.24 1.11 4.06 M-03 0.67 0.90 10.00 9.24 1.11 6.15 M-04 0.34 0.90 10.00 9.24 1.11 3.13 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC01.dgn1:404:41:57 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 197 McKINNEY STREET INLET CAPACITY CALCULATIONS Inlet Drainage Areas % of Flow from: Sag Inlet 100-year Runoff Sag Inlet Split "LStreet Long. Slope "S "0Flow "y 100-year Depth of Flow "T" 100-year Spread of Inlet Calculation No. Inlet Station Side Area No.Area "C" Coefficient Runoff Weighted Concentration Time of Intensity 100-year Factor Frequency Runoff 100-year Flow Carryover 100-year Gutter Q Total 100-year Station Lower Station Higher Station Lower Station Higher Station Lower Station Higher Street Section "xSlope "S Cross Roadway "n" Manning's Station Lower Station Higher Station Lower Station Higher "wSlope "S Gutter Cross Gutter "W" Depressed Width of "0Flow "E Ratio of 100-year Depth "a" Depression Gutter " eCross Slope "S Equivalent "T"L Required Length 100-Year "L" Provided Length Inlet Type Efficiency "E" Inlet "iFlow "Q Captured 100-Year flow "q" Carryover 100-Year Inlet Target Comments (Acres)"C"(min)(in/hr)"Cf"(cfs)(cfs)(cfs)%%(cfs)(cfs)%%(type)(%)(ft)(ft)(ft)(ft)(%)(ft)(%)(ft)(%)(ft)(ft)(%)(cfs)(cfs) A-01 90+45 LT A-01 0.75 0.90 10.00 9.24 1.11 6.91 0.00 6.91 57%43%3.94 2.97 0.50%0.50%4 Lanes w/TWLTL 2.76%0.017 0.32 0.28 11.45 10.30 22.92%2.00 62.76%0.458 17.14%9.355 10.00 Ex. TxDOT Type 1 Sag 100.00%6.91 0.00 N/A A-02 93+90 LT A-02/A-03 4.69 0.70 10.00 9.24 1.25 27.24 0.00 27.24 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet N/A 27.24 0.00 N/A A-04 94+50 LT A-04 0.39 0.90 10.00 9.24 1.11 3.64 0.00 3.64 23%77%0.84 2.80 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.16 0.25 7.83 12.32 22.92%2.00 85.88%0.458 21.68%6.072 10.00 Recessed Sag 100.00%3.64 0.00 N/A A-05 97+40 LT A-05 0.05 0.90 10.00 9.24 1.11 0.48 0.00 0.48 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet N/A 0.48 0.00 N/A B-01 91+25 RT B-01 0.63 0.90 10.00 9.24 1.11 5.84 0.00 5.84 40%60%2.33 3.50 0.50%0.50%4 Lanes w/TWLTL 2.90%0.017 0.26 0.31 9.13 10.63 22.92%2.00 73.26%0.458 19.69%7.849 10.00 Recessed Sag 100.00%5.84 0.00 N/A B-02 94+50 RT B-02 0.47 0.90 10.00 9.24 1.11 4.36 0.00 4.36 22%78%0.96 3.40 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.17 0.27 8.25 13.26 22.92%2.00 83.99%0.458 21.25%6.636 10.00 Recessed Sag 100.00%4.36 0.00 N/A C-02 100+50 LT C-02 0.52 0.90 10.00 9.24 1.11 4.81 0.00 4.81 N/A N/A N/A N/A 0.76%N/A 4 Lanes w/TWLTL 2.00%0.017 0.28 N/A 13.96 N/A 22.90%2.00 58.89%0.458 15.49%9.475 10.00 Recessed On-Grade 100.00%4.81 0.00 N/A C-03 100+50 RT C-03 0.38 0.90 10.00 9.24 1.11 3.51 0.00 3.51 N/A N/A N/A N/A 0.76%N/A 4 Lanes w/TWLTL 2.00%0.017 0.25 N/A 12.40 N/A 22.90%2.00 65.09%0.458 16.91%7.876 10.00 Recessed On-Grade 100.00%3.51 0.00 N/A C-04 103+00 LT C-04 0.22 0.90 10.00 9.24 1.11 2.00 0.00 2.00 N/A N/A N/A N/A 0.76%N/A 4 Lanes w/TWLTL 2.00%0.017 0.20 N/A 10.05 N/A 22.90%2.00 75.57%0.458 19.31%5.747 10.00 Recessed On-Grade 100.00%2.00 0.00 N/A C-05 105+00 RT C-05 0.48 0.90 10.00 9.24 1.11 4.47 0.00 4.47 N/A N/A N/A N/A 0.90%N/A 4 Lanes w/TWLTL 2.00%0.017 0.26 N/A 13.15 N/A 22.90%2.00 62.01%0.458 16.20%9.408 10.00 Recessed On-Grade 100.00%4.47 0.00 N/A C-06 105+50 LT C-06 9.61 0.30 20.00 6.96 1.25 25.08 0.00 25.08 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%25.08 0.00 N/A C-07 105+50 LT C-07 0.22 0.90 10.00 9.24 1.11 1.99 0.00 1.99 N/A N/A N/A N/A 0.52%N/A 4 Lanes w/TWLTL 0.67%0.017 0.14 N/A 21.34 N/A 22.90%2.00 61.93%0.458 14.85%5.991 10.00 Recessed On-Grade 100.00%1.99 0.00 N/A C-08 107+30 LT C-08 7.16 0.30 20.00 6.96 1.25 18.68 0.00 18.68 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%18.68 0.00 N/A C-09 106+65 RT C-09 0.43 0.90 10.00 9.24 1.11 3.99 0.00 3.99 N/A N/A N/A N/A 0.90%N/A 4 Lanes w/TWLTL 2.00%0.017 0.25 N/A 12.60 N/A 22.90%2.00 64.25%0.458 16.71%8.802 10.00 Recessed On-Grade 100.00%3.99 0.00 N/A C-10 108+35 LT C-10 2.82 0.30 15.00 7.91 1.25 8.37 0.00 8.37 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%8.37 0.00 N/A C-11 107+65 RT C-11 0.46 0.79 10.00 9.24 1.25 4.20 0.00 4.20 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.29 N/A 14.35 N/A 22.90%2.00 57.43%0.458 15.15%8.000 10.00 Recessed On-Grade 100.00%4.20 0.00 N/A C-12 108+80 RT C-12 1.13 0.74 10.00 9.24 1.25 9.67 0.00 9.67 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.39 N/A 19.62 N/A 22.90%2.00 41.85%0.458 11.58%13.341 20.00 Recessed On-Grade 100.00%9.67 0.00 N/A C-13 109+20 LT C-13 0.19 0.70 10.00 9.24 1.25 1.53 0.00 1.53 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2-Grate Inlet 100.00%1.53 0.00 N/A C-14 109+63.80 RT C-14 0.15 0.90 10.00 9.24 1.11 1.36 0.00 1.36 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.19 N/A 9.41 N/A 22.90%2.00 78.56%0.458 19.99%4.224 5.00 Recessed On-Grade 100.00%1.36 0.00 N/A C-15 110+15 LT C-15 1.29 0.90 10.00 9.24 1.11 11.89 0.00 11.89 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6-Grate Inlet 70.00%8.32 3.57 C-16 C-16 110+30 RT C-16 0.48 0.90 10.00 9.24 1.11 4.43 3.57 8.00 48%52%3.84 4.16 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.28 0.29 13.87 14.30 22.90%2.00 59.21%0.458 15.56%14.638 15.00 Recessed Sag 100.00%8.00 0.00 N/A C-17 110+75 LT C-17 1.17 0.90 10.00 9.24 1.11 10.79 0.00 10.79 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6-Grate Inlet 100.00%10.79 0.00 N/A C-18 111+25 RT C-18 0.25 0.90 10.00 9.24 1.11 2.32 0.00 2.32 N/A N/A N/A N/A N/A 1.00%4 Lanes w/TWLTL 2.00%0.017 NA 0.20 N/A 10.08 22.90%2.00 75.44%0.458 19.28%6.638 10.00 Recessed On-Grade 100.00%2.32 0.00 N/A E-01 114+00 RT E-01 0.27 0.90 10.00 9.24 1.11 2.49 0.00 2.49 N/A N/A N/A N/A N/A 0.63%4 Lanes w/TWLTL 2.00%0.017 N/A 0.23 N/A 11.29 22.90%2.00 69.92%0.458 18.01%6.201 10.00 Recessed On-Grade 100.00%2.49 0.00 N/A G-01 117+30 RT G-01 0.66 0.90 10.00 9.24 1.11 6.08 0.00 6.08 60%40%3.65 2.43 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.27 0.23 13.61 11.69 22.90%2.00 60.22%0.458 15.79%10.667 15.00 Recessed Sag 100.00%6.08 0.00 N/A G-02 117+35 LT G-02 0.34 0.90 10.00 9.24 1.11 3.15 0.00 3.15 19%81%0.60 2.55 0.50%0.50%4 Lanes w/TWLTL 0.54%0.017 0.08 0.15 15.66 26.97 22.90%2.00 54.66%0.458 13.06%7.747 10.00 Recessed Sag 100.00%3.15 0.00 N/A G-03 119+85 LT G-03 1.92 0.50 15.00 7.91 1.25 9.49 0.00 9.49 N/A N/A N/A N/A N/A 0.80%4 Lanes w/TWLTL 2.00%0.017 N/A 0.36 N/A 17.84 22.90%2.00 46.34%0.458 12.61%14.483 20.00 Recessed On-Grade 100.00%9.49 0.00 N/A G-04 119+85 RT G-04 0.53 0.90 10.00 9.24 1.11 4.93 0.00 4.93 N/A N/A N/A N/A N/A 0.80%4 Lanes w/TWLTL 2.00%0.017 N/A 0.28 N/A 13.95 22.90%2.00 58.91%0.458 15.49%9.723 10.00 Recessed On-Grade 100.00%4.93 0.00 N/A G-05 122+95 LT G-05 6.06 0.50 15.00 7.91 1.25 29.97 0.00 29.97 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%29.97 0.00 N/A G-06 121+40 LT G-06 2.75 0.50 15.00 7.91 1.25 13.60 0.00 13.60 N/A N/A N/A N/A 0.80%N/A 4 Lanes w/TWLTL 2.00%0.017 0.41 N/A 20.41 N/A 22.90%2.00 40.05%0.458 11.17%18.113 20.00 Recessed On-Grade 100.00%13.60 0.00 N/A H-01 127+50 LT H-01 5.23 0.50 15.00 7.91 1.25 25.88 0.00 25.88 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%25.88 0.00 N/A H-02 126+70.37 LT H-02 0.31 0.90 10.00 9.24 1.11 2.86 0.00 2.86 81%19%2.32 0.53 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.23 0.13 11.49 6.61 22.90%2.00 69.00%0.458 17.80%5.035 10.00 Recessed Sag 100.00%2.86 0.00 N/A H-03 126+54.63 RT H-03 0.27 0.90 10.00 9.24 1.11 2.49 0.00 2.49 77%23%1.91 0.58 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.21 0.14 10.67 6.83 22.90%2.00 72.70%0.458 18.65%4.808 10.00 Recessed On-Grade 100.00%2.49 0.00 N/A H-04 128+65 LT H-04 0.70 0.50 15.00 7.91 1.25 3.46 0.00 3.46 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.27 N/A 13.34 N/A 22.90%2.00 61.26%0.458 16.03%7.129 10.00 Recessed On-Grade 100.00%3.46 0.00 H-06 H-05 128+50 LT H-05 1.59 0.50 15.00 7.91 1.25 7.86 0.00 7.86 N/A N/A N/A N/A 0.50%N/A N/A N/A 0.017 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%7.86 0.00 N/A H-06 129+38.50 LT H-06 0.66 0.50 15.00 7.91 1.25 3.25 0.00 3.25 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.26 N/A 13.03 N/A 22.90%2.00 62.51%0.458 16.32%6.867 10.00 Recessed On-Grade 100.00%3.25 0.00 H-07 H-07 130+50 LT H-07 0.29 0.90 10.00 9.24 1.11 2.71 0.00 2.71 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.24 N/A 12.18 N/A 22.90%2.00 66.05%0.458 17.13%6.183 10.00 Recessed On-Grade 100.00%2.71 0.00 N/A H-08 130+50 RT H-08 0.43 0.90 10.00 9.24 1.11 3.93 0.00 3.93 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.28 N/A 13.99 N/A 22.90%2.00 58.76%0.458 15.46%7.684 10.00 Recessed On-Grade 100.00%3.93 0.00 N/A H-09 130+70 LT H-09 1.23 0.50 15.00 7.91 1.25 6.10 0.00 6.10 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Drop Inlet 100.00%6.10 0.00 N/A H-10 131+08.57 LT H-10 0.78 0.80 10.00 9.24 1.25 7.23 0.00 7.23 N/A N/A N/A N/A 0.93%N/A 4 Lanes w/TWLTL 2.00%0.017 0.31 N/A 15.66 N/A 22.90%2.00 52.90%0.458 14.11%12.629 15.00 Standard On-Grade 100.00%7.23 0.00 N/A H-11 131+78.75 LT H-11 2.02 0.80 10.00 9.24 1.25 18.69 0.00 18.69 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.50 N/A 25.12 N/A 22.90%2.00 31.58%0.458 9.23%20.158 25.00 Standard On-Grade 100.00%18.69 0.00 N/A H-12 132+05 RT H-12 0.21 0.90 10.00 9.24 1.11 1.93 0.00 1.93 N/A N/A N/A N/A 0.50%N/A 4 Lanes w/TWLTL 2.00%0.017 0.21 N/A 10.73 N/A 22.90%2.00 72.45%0.458 18.59%5.108 10.00 Recessed On-Grade 100.00%1.93 0.00 N/A I-02 133+35 LT I-02 0.70 0.90 10.00 9.24 1.11 6.50 0.45 6.94 66%34%4.58 2.36 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.30 0.23 14.83 11.56 22.90%2.00 55.72%0.458 14.76%10.732 15.00 Recessed Sag 100.00%6.94 0.00 N/A J-00 132+15 RT J-00 0.28 0.90 10.00 9.24 1.11 2.56 0.52 3.08 57%43%1.75 1.32 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.21 0.19 10.34 9.30 22.90%2.00 74.23%0.458 19.00%7.301 10.00 Recessed Sag 100.00%3.08 0.00 N/A J-01 135+00 LT J-01 0.90 0.59 10.00 9.24 1.25 6.10 0.00 6.10 N/A N/A N/A N/A N/A 1.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.26 N/A 13.04 22.90%2.00 62.49%0.458 16.31%13.058 10.00 Recessed On-Grade 92.67%5.65 0.45 I-02 J-02 134+50 RT J-02 0.68 0.90 10.00 9.24 1.11 6.32 0.00 6.32 N/A N/A N/A N/A N/A 1.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.26 N/A 13.21 22.90%2.00 61.80%0.458 16.15%13.329 10.00 Recessed On-Grade 91.77%5.80 0.52 J-00 J-03 137+00 LT J-03 0.83 0.48 10.00 9.24 1.25 4.54 0.00 4.54 N/A N/A N/A N/A N/A 0.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.27 N/A 13.66 22.90%2.00 60.02%0.458 15.74%9.159 10.00 Recessed On-Grade 100.00%4.54 0.00 N/A J-04 139+10 LT J-04 0.86 0.48 10.00 9.24 1.25 4.74 0.00 4.74 N/A N/A N/A N/A N/A 0.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.28 N/A 13.88 22.90%2.00 59.19%0.458 15.55%9.391 10.00 Recessed On-Grade 100.00%4.74 0.00 N/A J-05 141+15 LT J-05 0.82 0.49 10.00 9.24 1.25 4.58 0.00 4.58 N/A N/A N/A N/A N/A 0.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.27 N/A 13.71 22.90%2.00 59.85%0.458 15.70%9.207 10.00 Recessed On-Grade 100.00%4.58 0.00 N/A J-06 139+00 RT J-06 0.23 0.90 10.00 9.24 1.11 2.10 0.00 2.10 N/A N/A N/A N/A N/A 0.76%4 Lanes w/TWLTL 2.00%0.017 N/A 0.20 N/A 10.24 22.90%2.00 74.72%0.458 19.11%5.902 10.00 Recessed On-Grade 100.00%2.10 0.00 N/A K-01 145+50 LT K-01 0.45 0.90 10.00 9.24 1.11 4.17 0.00 4.17 N/A N/A N/A N/A 2.56%N/A 4 Lanes w/TWLTL 2.00%0.017 0.21 N/A 10.54 N/A 22.90%2.00 73.32%0.458 18.79%11.441 10.00 Recessed On-Grade 97.60%4.07 0.10 K-03 K-02 146+20 RT K-02 0.42 0.90 10.00 9.24 1.11 3.86 0.00 3.86 N/A N/A N/A N/A 0.71%N/A 4 Lanes w/TWLTL 2.00%0.017 0.26 N/A 13.02 N/A 22.90%2.00 62.55%0.458 16.32%8.203 10.00 Recessed On-Grade 100.00%3.86 0.00 N/A K-03 148+70 LT K-03 0.47 0.90 10.00 9.24 1.11 4.31 0.10 4.41 N/A N/A N/A N/A 0.71%N/A 4 Lanes w/TWLTL 2.00%0.017 0.27 N/A 13.69 N/A 22.90%2.00 59.91%0.458 15.72%8.877 10.00 Recessed On-Grade 100.00%4.41 0.00 N/A K-04 149+50 RT K-04 0.36 0.90 10.00 9.24 1.11 3.31 0.00 3.31 N/A N/A N/A N/A 0.71%N/A 4 Lanes w/TWLTL 2.00%0.017 0.25 N/A 12.29 N/A 22.90%2.00 65.57%0.458 17.02%7.499 10.00 Recessed On-Grade 100.00%3.31 0.00 N/A K-05 149+98.96 LT K-05 0.32 0.90 10.00 9.24 1.11 2.91 0.00 2.91 73%27%2.13 0.79 0.50%0.50%2 Lanes Divided 2.00%0.017 0.26 0.15 13.00 7.66 22.90%2.00 62.63%0.458 16.34%3.728 10.00 Standard Sag 100.00%2.91 0.00 N/A K-06 150+47.92 LT K-06 0.13 0.90 10.00 9.24 1.11 1.18 0.00 1.18 41%59%0.48 0.70 0.50%0.50%2 Lanes Divided 2.00%0.017 0.13 0.15 6.38 7.31 22.90%2.00 91.97%0.458 23.06%3.427 10.00 Standard Sag 100.00%1.18 0.00 N/A M-01 152+70 RT M-01 0.46 0.90 10.00 9.24 1.11 4.27 0.00 4.27 72%28%3.07 1.20 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.26 0.18 12.76 8.96 22.90%2.00 63.59%0.458 16.56%7.431 10.00 Recessed Sag 100.00%4.27 0.00 N/A M-02 152+70 LT M-02 0.44 0.90 10.00 9.24 1.11 4.06 0.04 4.10 57%43%2.34 1.76 0.50%0.50%4 Lanes w/TWLTL 2.00%0.017 0.23 0.21 11.52 10.37 22.90%2.00 68.89%0.458 17.78%8.763 10.00 Recessed Sag 100.00%4.10 0.00 N/A M-03 154+30 LT M-03 0.67 0.90 10.00 9.24 1.11 6.15 0.26 6.41 N/A N/A N/A N/A N/A 0.57%4 Lanes w/TWLTL 2.00%0.017 N/A 0.33 N/A 16.41 22.90%2.00 50.51%0.458 13.57%10.618 10.00 Recessed On-Grade 99.40%6.37 0.04 M-02 M-04 154+00 RT M-04 0.34 0.90 10.00 9.24 1.11 3.13 0.00 3.13 N/A N/A N/A N/A N/A 0.57%4 Lanes w/TWLTL 2.00%0.017 N/A 0.25 N/A 12.55 22.90%2.00 64.49%0.458 16.77%6.924 10.00 Recessed On-Grade 100.00%3.13 0.00 N/A CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC02.dgn1:404:41:59 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 198 McKINNEY STREET STORM DRAIN CALCULATIONS From To Pipe Drainage Area Runoff "c"Frequency Factor Inc. c*Cf*A Total c*Cf*A Time of Concentration 100-yr.100-yr.Inlet Inlet "Q" Actual "Q" Pipe Pipe Size Box Size n Sf Spipe HGL Head Loss Calculations Design HGL Invert Elevation T/C or Comments Length Incremental Total Area Cf Inlet Travel Total Intensity Runoff Carryover Carryover Capacity Diameter Width Height Ground Elev Area No.Area (To Inlet)"Q" (From Inlet)U/S D/S V1 (in)V2 (out)/2g 2V1 /2g2V2 jK /2g2V1jK Head Loss From To (Sta.)(Sta.)(Ft)(Acres)(Acres)(Min.)(Min.)(Min.)(in/hr)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft)(ft/ft)(ft/ft)(ft)(ft)(ft/s)(ft/s)(ft)(ft) (ft) (ft) (ft) (ft) (ft) (ft) LINE A 900.25 960.36 60.11 A-03 N/A N/A N/A N/A N/A N/A 10.00 0.00 10.00 9.24 7.84 0.00 0.00 7.84 33.47 24.00 N/A N/A 0.013 0.00121 0.0219 587.55 587.48 0.00 2.50 0.00 0.10 1.25 0.00 0.12 587.67 584.42 585.74 590.74 646.17 900.25 254.08 MH N/A N/A N/A N/A N/A N/A 10.00 0.00 10.00 9.24 7.84 0.00 0.00 7.84 10.11 24.00 N/A N/A 0.013 0.00121 0.0020 587.38 587.07 2.50 2.50 0.10 0.10 0.50 0.05 0.10 587.48 583.92 584.42 589.71 578.31 646.17 67.86 A-04 0.39 0.39 0.90 1.11 0.39 0.39 10.00 0.00 10.00 9.24 11.48 0.00 0.00 11.48 10.11 24.00 N/A N/A 0.013 0.00259 0.0020 586.94 586.76 2.50 3.65 0.10 0.21 0.75 0.07 0.13 587.07 583.78 583.92 588.99 490.69 578.31 87.62 A-02, MH 2.40 2.79 0.70 1.25 2.10 2.49 10.00 2.41 12.41 8.54 29.13 0.00 0.00 29.13 31.21 N/A 4.00 2.00 0.013 0.00174 0.0020 586.66 586.51 3.65 3.64 0.21 0.21 0.50 0.10 0.10 586.76 583.61 583.78 588.43 374.34 490.69 116.35 BEND N/A 2.79 N/A N/A N/A 2.49 10.00 2.41 12.41 8.54 29.13 0.00 0.00 29.13 31.21 N/A 4.00 2.00 0.013 0.00174 0.0020 586.41 586.20 3.64 3.64 0.21 0.21 0.20 0.04 0.10 586.51 583.37 583.61 588.84 312.34 374.34 62.00 BEND N/A 2.79 N/A N/A N/A 2.49 10.00 2.41 12.41 8.54 29.13 0.00 0.00 29.13 31.21 N/A 4.00 2.00 0.013 0.00174 0.0020 586.10 586.00 3.64 3.64 0.21 0.21 0.20 0.04 0.10 586.20 583.25 583.37 588.04 258.57 312.34 53.77 BEND N/A 2.79 N/A N/A N/A 2.49 10.00 2.41 12.41 8.54 29.13 0.00 0.00 29.13 31.21 N/A 4.00 2.00 0.013 0.00174 0.0020 585.90 585.80 3.64 3.64 0.21 0.21 0.20 0.04 0.10 586.00 583.14 583.25 587.78 241.60 258.57 16.97 BEND N/A 2.79 N/A N/A N/A 2.49 10.00 2.41 12.41 8.54 29.13 0.00 0.00 29.13 31.21 N/A 4.00 2.00 0.013 0.00174 0.0020 585.70 585.67 3.64 3.64 0.21 0.21 0.20 0.04 0.10 585.80 583.11 583.14 587.98 230.00 241.60 11.60 A-01 0.75 3.54 0.90 1.11 0.75 3.24 10.00 3.95 13.95 8.15 34.27 0.00 0.00 34.27 31.21 N/A 4.00 2.00 0.013 0.00241 0.0020 585.54 585.51 3.64 4.28 0.21 0.28 0.75 0.15 0.13 585.67 583.08 583.11 587.85 147.91 230.00 82.09 PVI N/A 3.54 N/A N/A N/A 3.24 10.00 3.95 13.95 8.15 34.27 0.00 0.00 34.27 133.14 N/A 4.00 2.00 0.013 0.00241 0.0364 585.41 585.22 4.28 4.28 0.28 0.28 0.30 0.09 0.10 585.51 580.10 583.08 587.98 100.00 147.91 47.91 BEND N/A 3.54 N/A N/A N/A 3.24 10.00 3.95 13.95 8.15 34.27 0.00 0.00 34.27 31.21 N/A 4.00 2.00 0.013 0.00241 0.0020 585.12 585.00 4.28 4.28 0.28 0.28 0.28 0.08 0.10 585.22 580.00 580.10 587.97 LAT A-02 100.00 129.50 29.50 A-02 2.40 2.40 0.70 1.25 2.10 2.10 10.00 0.00 10.00 9.24 19.40 0.00 0.00 19.40 29.28 30.00 N/A N/A 0.013 0.00224 0.0051 586.83 586.76 0.00 3.95 0.00 0.24 1.25 0.00 0.30 587.13 583.78 583.93 588.43 LAT A-04 100.00 111.30 11.30 A-04 0.39 0.39 0.90 1.11 0.39 0.39 10.00 0.00 10.00 9.24 3.64 0.00 0.00 3.64 17.66 18.00 N/A N/A 0.013 0.00121 0.0283 587.08 587.07 0.00 2.06 0.00 0.07 1.25 0.00 0.10 587.18 584.17 584.49 588.99 LINE B 555.94 566.95 11.01 B-02 0.47 0.47 0.90 1.11 0.47 0.47 10.00 0.00 10.00 9.24 4.36 0.00 0.00 4.36 4.86 18.00 N/A N/A 0.013 0.00174 0.0021 588.24 588.22 0.00 2.47 0.00 0.09 1.25 0.00 0.12 588.36 584.97 584.99 588.99 240.45 555.94 315.49 MH N/A 0.47 N/A N/A N/A 0.47 10.00 0.00 10.00 9.24 4.36 0.00 0.00 4.36 4.86 18.00 N/A N/A 0.013 0.00174 0.0021 588.12 587.58 2.47 2.47 0.09 0.09 0.50 0.05 0.10 588.22 584.29 584.97 588.61 211.89 240.45 28.56 B-01 0.63 1.10 0.90 1.11 0.63 1.10 10.00 2.20 12.20 8.59 9.49 0.00 0.00 9.49 10.43 24.00 N/A N/A 0.013 0.00177 0.0021 587.48 587.43 2.47 3.02 0.09 0.14 0.75 0.07 0.10 587.58 584.23 584.29 588.36 196.29 211.89 15.60 BEND N/A 1.10 N/A N/A N/A 1.10 10.00 2.20 12.20 8.59 9.49 0.00 0.00 9.49 10.43 24.00 N/A N/A 0.013 0.00177 0.0021 587.33 587.30 3.02 3.02 0.14 0.14 0.35 0.05 0.10 587.43 584.20 584.23 588.02 125.72 196.29 70.57 BEND N/A 1.10 N/A N/A N/A 1.10 10.00 2.20 12.20 8.59 9.49 0.00 0.00 9.49 13.11 24.00 N/A N/A 0.013 0.00177 0.0034 587.20 587.07 3.02 3.02 0.14 0.14 0.35 0.05 0.10 587.30 583.96 584.20 587.97 100.87 125.72 24.85 BEND N/A 1.10 N/A N/A N/A 1.10 10.00 2.20 12.20 8.59 9.49 0.00 0.00 9.49 13.11 24.00 N/A N/A 0.013 0.00177 0.0034 586.97 586.93 3.02 3.02 0.14 0.14 0.28 0.04 0.10 587.07 583.88 583.96 588.56 LAT B-01 100.00 106.29 6.29 B-01 0.63 0.63 0.90 1.11 0.63 0.63 10.00 0.00 10.00 9.24 5.84 0.00 0.00 5.84 11.83 18.00 N/A N/A 0.013 0.00311 0.0127 587.60 587.58 0.00 3.30 0.00 0.17 1.25 0.00 0.21 587.81 584.28 584.36 588.36 LINE C 1297.80 1309.12 11.32 C-03 0.38 0.38 0.90 1.11 0.38 0.38 10.00 0.00 10.00 9.24 3.51 0.00 0.00 3.51 13.27 18.00 N/A N/A 0.013 0.00112 0.0160 585.05 585.04 0.00 1.99 0.00 0.06 1.25 0.00 0.10 585.15 584.03 584.21 588.71 1251.99 1297.80 45.81 MH N/A 0.38 N/A N/A N/A 0.38 10.00 0.00 10.00 9.24 3.51 0.00 0.00 3.51 13.27 18.00 N/A N/A 0.013 0.00112 0.0160 584.94 584.89 1.99 1.99 0.06 0.06 0.50 0.03 0.10 585.04 583.30 584.03 588.27 1005.63 1251.99 246.36 C-02 0.52 0.90 0.90 1.11 0.52 0.90 10.00 0.48 10.48 9.09 8.18 0.00 0.00 8.18 13.27 18.00 N/A N/A 0.013 0.00611 0.0160 584.60 583.10 1.99 4.63 0.06 0.33 0.75 0.05 0.29 584.89 579.37 583.30 588.71 846.06 1005.63 159.57 C-04 0.22 1.12 0.90 1.11 0.22 1.12 10.00 1.37 11.37 8.83 9.86 0.00 0.00 9.86 20.60 24.00 N/A N/A 0.013 0.00191 0.0083 583.00 582.69 4.63 3.14 0.33 0.15 0.75 0.25 0.10 583.10 577.54 578.87 586.80 763.23 846.06 82.83 C-05 0.48 1.60 0.90 1.11 0.48 1.60 10.00 2.21 12.21 8.59 13.76 0.00 0.00 13.76 20.60 24.00 N/A N/A 0.013 0.00371 0.0083 582.51 582.20 3.14 4.38 0.15 0.30 0.75 0.11 0.18 582.69 576.86 577.54 585.20 678.57 763.23 84.66 C-01, C-06, C-07, MH 9.83 11.43 0.31 1.25 3.84 5.44 20.00 2.53 22.53 6.57 40.16 0.00 0.00 40.16 29.82 36.00 N/A N/A 0.013 0.00363 0.0020 581.85 581.54 4.38 5.68 0.30 0.50 0.50 0.15 0.35 582.20 575.69 575.86 584.00 577.02 678.57 101.55 C-09 0.43 11.86 0.90 1.11 0.43 5.87 20.00 2.78 22.78 6.53 42.78 0.00 0.00 42.78 29.82 36.00 N/A N/A 0.013 0.00412 0.0020 581.35 580.93 5.68 6.05 0.50 0.57 0.75 0.38 0.19 581.54 575.48 575.69 583.72 555.75 577.02 21.27 C-11 0.46 12.32 0.79 1.25 0.45 6.33 20.00 3.06 23.06 6.49 45.51 0.00 0.00 45.51 29.82 36.00 N/A N/A 0.013 0.00466 0.0020 580.71 580.61 6.05 6.44 0.57 0.64 0.75 0.43 0.22 580.93 575.44 575.48 582.87 461.72 555.75 94.03 C-08, MH 7.16 19.48 0.30 1.25 2.69 9.01 20.00 3.11 23.11 6.49 62.87 0.00 0.00 62.87 81.79 N/A 4.00 4.00 0.013 0.00118 0.0020 580.51 580.40 6.44 3.93 0.64 0.24 0.50 0.32 0.10 580.61 574.25 574.44 583.71 449.23 461.72 12.49 C-12 1.13 20.61 0.74 1.25 1.05 10.06 20.00 3.51 23.51 6.43 69.11 0.00 0.00 69.11 81.79 N/A 4.00 4.00 0.013 0.00143 0.0020 580.29 580.27 3.93 4.32 0.24 0.29 0.75 0.18 0.11 580.40 574.23 574.25 582.30 389.58 449.23 59.65 C-10 2.82 23.43 0.30 1.25 1.06 11.12 20.00 3.56 23.56 6.42 75.84 0.00 0.00 75.84 81.79 N/A 4.00 4.00 0.013 0.00172 0.0020 580.14 580.04 4.32 4.74 0.29 0.35 0.75 0.22 0.13 580.27 574.11 574.23 583.28 377.92 389.58 11.66 C-13 0.19 23.62 0.70 1.25 0.17 11.28 20.00 3.77 23.77 6.40 76.58 0.00 0.00 76.58 81.79 N/A 4.00 4.00 0.013 0.00175 0.0020 579.94 579.92 4.74 4.79 0.35 0.36 0.75 0.26 0.10 580.04 574.09 574.11 583.91 311.49 377.92 66.43 C-14 0.15 23.77 0.90 1.11 0.15 11.43 20.00 3.81 23.81 6.39 77.47 0.00 0.00 77.47 81.79 N/A 4.00 4.00 0.013 0.00179 0.0020 579.82 579.70 4.79 4.84 0.36 0.36 0.75 0.27 0.10 579.92 573.95 574.09 581.88 263.32 311.49 48.17 C-16 0.48 24.25 0.90 1.11 0.48 11.91 20.00 4.04 24.04 6.36 80.16 3.57 0.00 83.73 81.79 N/A 4.00 4.00 0.013 0.00210 0.0020 579.55 579.45 4.84 5.23 0.36 0.43 0.75 0.27 0.15 579.70 573.86 573.95 581.67 216.72 263.32 46.60 C-15 1.29 25.54 0.90 1.11 1.29 13.20 20.00 4.19 24.19 6.34 88.08 0.00 3.57 88.08 81.79 N/A 4.00 4.00 0.013 0.00232 0.0020 579.30 579.19 5.23 5.50 0.43 0.47 0.75 0.32 0.15 579.45 573.76 573.86 583.36 205.82 216.72 10.90 C-18 0.25 25.79 0.90 1.11 0.25 13.45 20.00 4.33 24.33 6.32 89.42 0.00 0.00 89.42 81.79 N/A 4.00 4.00 0.013 0.00239 0.0020 579.06 579.03 5.50 5.59 0.47 0.48 0.75 0.35 0.13 579.19 573.74 573.76 582.34 100.00 205.82 105.82 C-17 1.17 26.96 0.90 1.11 1.17 14.61 20.00 4.36 24.36 6.32 96.74 0.00 0.00 96.74 81.79 N/A 4.00 4.00 0.013 0.00280 0.0020 578.83 578.53 5.59 6.05 0.48 0.57 0.75 0.36 0.20 579.03 573.53 573.74 583.93 LAT C-02 100.00 175.34 75.34 C-02 0.52 0.52 0.90 1.11 0.52 0.52 10.00 0.00 10.00 9.24 4.81 0.00 0.00 4.81 11.55 18.00 N/A N/A 0.013 0.00211 0.0121 585.05 584.89 0.00 2.72 0.00 0.11 1.25 0.00 0.14 585.19 583.30 584.21 588.71 LAT C-04 100.00 174.94 74.94 C-04 0.22 0.22 0.90 1.11 0.22 0.22 10.00 0.00 10.00 9.24 2.00 0.00 0.00 2.00 13.30 18.00 N/A N/A 0.013 0.00037 0.0160 583.12 583.10 0.00 1.13 0.00 0.02 1.25 0.00 0.10 583.22 579.09 580.30 586.80 LAT C-05 100.00 111.34 11.34 C-05 0.48 0.48 0.90 1.11 0.48 0.48 10.00 0.00 10.00 9.24 4.47 0.00 0.00 4.47 54.10 18.00 N/A N/A 0.013 0.00182 0.2654 582.71 582.69 0.00 2.53 0.00 0.10 1.25 0.00 0.12 582.84 577.69 580.70 585.20 LAT C-06 159.06 193.13 34.07 C-06 9.61 9.61 0.30 1.25 3.60 3.60 20.00 0.00 20.00 6.96 25.08 0.00 0.00 25.08 132.68 36.00 N/A N/A 0.013 0.00142 0.0396 582.44 582.39 0.00 3.55 0.00 0.20 1.25 0.00 0.24 582.69 578.19 579.54 585.54 100.00 159.06 59.06 C-07 0.22 9.83 0.90 1.11 0.22 3.82 20.00 0.16 20.16 6.93 26.48 0.00 0.00 26.48 132.68 36.00 N/A N/A 0.013 0.00158 0.0396 582.29 582.20 3.55 3.75 0.20 0.22 1.25 0.24 0.10 582.39 575.85 578.19 585.13 LAT C-07 100.00 111.78 11.78 C-07 0.22 0.22 0.90 1.11 0.22 0.22 10.00 0.00 10.00 9.24 1.99 0.00 0.00 1.99 39.78 18.00 N/A N/A 0.013 0.00036 0.1435 582.40 582.39 0.00 1.13 0.00 0.02 1.25 0.00 0.10 582.50 578.94 580.63 585.13 LAT C-08 100.00 192.97 92.97 C-08 7.16 7.16 0.30 1.25 2.69 2.69 20.00 0.00 20.00 6.96 18.68 0.00 0.00 18.68 74.78 30.00 N/A N/A 0.013 0.00208 0.0333 580.81 580.61 0.00 3.81 0.00 0.22 1.25 0.00 0.28 581.09 575.19 578.28 583.71 LAT C-09 100.00 111.29 11.29 C-09 0.43 0.43 0.90 1.11 0.43 0.43 10.00 0.00 10.00 9.24 3.99 0.00 0.00 3.99 52.21 18.00 N/A N/A 0.013 0.00145 0.2472 581.56 581.54 0.00 2.26 0.00 0.08 1.25 0.00 0.10 581.66 576.43 579.22 583.72 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC03.dgn1:404:42:03 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 199 McKINNEY STREET STORM DRAIN CALCULATIONS From To Pipe Drainage Area Runoff "c"Frequency Factor Inc. c*Cf*A Total c*Cf*A Time of Concentration 100-yr.100-yr.Inlet Inlet "Q" Actual "Q" Pipe Pipe Size Box Size n Sf Spipe HGL Head Loss Calculations Design HGL Invert Elevation T/C or Comments Length Incremental Total Area Cf Inlet Travel Total Intensity Runoff Carryover Carryover Capacity Diameter Width Height Ground Elev Area No.Area (To Inlet)"Q" (From Inlet)U/S D/S V1 (in)V2 (out)/2g 2 V1 /2g 2 V2 jK /2g 2 V1jK Head Loss From To (Sta.)(Sta.)(Ft)(Acres)(Acres)(Min.)(Min.)(Min.)(in/hr)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft)(ft/ft)(ft/ft)(ft)(ft)(ft/s)(ft/s)(ft)(ft) (ft) (ft) (ft) (ft) (ft) (ft) LAT C-10 100.00 192.63 92.63 C-10 2.82 2.82 0.30 1.25 1.06 1.06 15.00 0.00 15.00 7.91 8.37 0.00 0.00 8.37 41.02 24.00 N/A N/A 0.013 0.00138 0.0329 580.40 580.27 0.00 2.66 0.00 0.11 1.25 0.00 0.14 580.54 575.23 578.28 583.28 LAT C-11 100.00 111.29 11.29 C-11 0.46 0.46 0.79 1.25 0.45 0.45 10.00 0.00 10.00 9.24 4.20 0.00 0.00 4.20 45.72 18.00 N/A N/A 0.013 0.00161 0.1896 580.95 580.93 0.00 2.38 0.00 0.09 1.25 0.00 0.11 581.06 576.23 578.37 582.87 LAT C-12 100.00 111.31 11.31 C-12 1.13 1.13 0.74 1.25 1.05 1.05 10.00 0.00 10.00 9.24 9.67 0.00 0.00 9.67 107.39 24.00 N/A N/A 0.013 0.00184 0.2255 580.42 580.40 0.00 3.08 0.00 0.15 1.25 0.00 0.18 580.61 575.25 577.80 582.30 LAT C-13 100.00 180.29 80.29 C-13 0.19 0.19 0.70 1.25 0.17 0.17 10.00 0.00 10.00 9.24 1.53 0.00 0.00 1.53 23.57 18.00 N/A N/A 0.013 0.00021 0.0504 580.06 580.04 0.00 0.87 0.00 0.01 1.25 0.00 0.10 580.16 575.36 579.41 583.91 LAT C-14 100.00 111.31 11.31 C-14 0.15 0.15 0.90 1.11 0.15 0.15 10.00 0.00 10.00 9.24 1.36 0.00 0.00 1.36 44.60 18.00 N/A N/A 0.013 0.00017 0.1804 579.92 579.92 0.00 0.77 0.00 0.01 1.25 0.00 0.10 580.02 575.34 577.38 581.88 LAT C-15 100.00 200.28 100.28 C-15 1.29 1.29 0.90 1.11 1.29 1.29 10.00 0.00 10.00 9.24 11.89 0.00 3.57 8.32 42.25 24.00 N/A N/A 0.013 0.00136 0.0349 579.58 579.45 0.00 2.65 0.00 0.11 1.25 0.00 0.14 579.72 574.86 578.36 583.36 LAT C-16 100.00 111.48 11.48 C-16 0.48 0.48 0.90 1.11 0.48 0.48 10.00 0.00 10.00 9.24 4.43 3.57 0.00 8.00 43.51 18.00 N/A N/A 0.013 0.00583 0.1717 579.77 579.70 0.00 4.53 0.00 0.32 1.25 0.00 0.40 580.17 575.20 577.17 581.67 LAT C-17 100.00 197.45 97.45 C-17 1.17 1.17 0.90 1.11 1.17 1.17 10.00 0.00 10.00 9.24 10.79 0.00 0.00 10.79 49.60 24.00 N/A N/A 0.013 0.00229 0.0481 579.25 579.03 0.00 3.43 0.00 0.18 1.25 0.00 0.23 579.48 574.74 579.43 583.93 LAT C-18 100.00 111.31 11.31 C-18 0.25 0.25 0.90 1.11 0.25 0.25 10.00 0.00 10.00 9.24 2.32 0.00 0.00 2.32 52.52 18.00 N/A N/A 0.013 0.00049 0.2502 579.19 579.19 0.00 1.31 0.00 0.03 1.25 0.00 0.10 579.29 575.01 577.84 582.34 LINE E 220.04 229.94 9.90 E-01 0.27 0.27 0.90 1.11 0.27 0.27 10.00 0.00 10.00 9.24 2.49 0.00 0.00 2.49 10.52 18.00 N/A N/A 0.013 0.00056 0.0100 580.44 580.44 0.00 1.41 0.00 0.03 1.25 0.00 0.10 580.54 579.50 579.60 584.10 100.00 220.04 120.04 MH N/A 0.27 N/A N/A N/A 0.27 10.00 0.00 10.00 9.24 2.49 0.00 0.00 2.49 10.52 18.00 N/A N/A 0.013 0.00056 0.0100 580.34 580.27 1.41 1.41 0.03 0.03 0.50 0.02 0.10 580.44 578.29 579.50 583.75 LINE F 1011.50 1068.00 56.50 F-01 12.99 12.99 0.70 1.25 11.37 11.37 15.00 0.00 15.00 7.91 89.95 0.00 0.00 89.95 173.42 N/A 5.00 4.00 0.013 0.00135 0.0050 580.34 580.27 0.00 4.50 0.00 0.31 0.50 0.00 0.31 580.66 577.05 577.33 585.80 1000.00 1011.50 11.50 LINE E, LINE G 12.53 25.52 N/A N/A 8.51 19.88 17.85 0.21 18.06 7.30 145.01 0.00 0.00 145.01 173.42 N/A 5.00 4.00 0.013 0.00350 0.0050 579.53 579.49 4.50 7.25 0.31 0.82 0.25 0.08 0.74 580.27 576.99 577.05 584.86 LINE G 872.94 952.94 80.00 G-05 6.06 6.06 0.50 1.25 3.79 3.79 15.00 0.00 15.00 7.91 29.97 0.00 0.00 29.97 47.94 36.00 N/A N/A 0.013 0.00202 0.0052 583.76 583.60 0.00 4.24 0.00 0.28 1.25 0.00 0.35 584.11 580.55 580.97 587.47 662.16 872.94 210.78 MH N/A 6.06 N/A N/A N/A 3.79 15.00 0.00 15.00 7.91 29.97 0.00 0.00 29.97 65.68 N/A 5.00 2.00 0.013 0.00108 0.0052 583.50 583.27 4.24 3.00 0.28 0.14 0.25 0.07 0.10 583.60 579.47 580.55 586.68 552.62 662.16 109.54 G-06 2.75 8.81 0.50 1.25 1.72 5.51 15.00 1.49 16.49 7.60 41.83 0.00 0.00 41.83 65.68 N/A 5.00 2.00 0.013 0.00210 0.0052 583.11 582.88 3.00 4.18 0.14 0.27 0.75 0.10 0.17 583.27 578.90 579.47 586.19 507.99 552.62 44.63 G-04 0.53 9.34 0.90 1.11 0.53 6.04 15.00 1.92 16.92 7.51 45.36 0.00 0.00 45.36 65.68 N/A 5.00 2.00 0.013 0.00247 0.0052 582.76 582.65 4.18 4.54 0.27 0.32 0.75 0.20 0.12 582.88 578.67 578.90 584.95 298.20 507.99 209.79 G-03 1.92 11.26 0.50 1.25 1.20 7.24 15.00 2.09 17.09 7.48 54.14 0.00 0.00 54.14 65.68 N/A 5.00 2.00 0.013 0.00351 0.0052 582.43 581.70 4.54 5.41 0.32 0.46 0.75 0.24 0.22 582.65 577.58 578.67 584.95 258.55 298.20 39.65 G-01 0.66 11.92 0.90 1.11 0.66 7.90 15.00 2.73 17.73 7.36 58.09 0.00 0.00 58.09 65.68 N/A 5.00 2.00 0.013 0.00405 0.0052 581.51 581.35 5.41 5.81 0.46 0.52 0.75 0.34 0.18 581.70 577.38 577.58 583.10 250.00 258.55 8.55 G-02, MH 0.34 12.26 0.90 1.11 0.34 8.24 15.00 2.85 17.85 7.33 60.42 0.00 0.00 60.42 65.68 N/A 5.00 2.00 0.013 0.00438 0.0052 581.05 581.01 5.81 6.04 0.52 0.57 0.50 0.26 0.30 581.35 577.33 577.38 582.85 102.93 250.00 147.07 PVI N/A 12.26 N/A N/A N/A 8.24 15.00 2.85 17.85 7.33 60.42 0.00 0.00 60.42 40.85 N/A 5.00 2.00 0.013 0.00438 0.0020 580.91 580.27 6.04 6.04 0.57 0.57 0.35 0.20 0.10 581.01 577.04 577.33 584.46 LAT G-01 100.00 111.30 11.30 G-01 0.66 0.66 0.90 1.11 0.66 0.66 10.00 0.00 10.00 9.24 6.08 0.00 0.00 6.08 27.40 18.00 N/A N/A 0.013 0.00337 0.0681 581.73 581.70 0.00 3.44 0.00 0.18 1.25 0.00 0.23 581.96 577.83 578.60 583.10 LAT G-02 100.00 174.78 74.78 G-02 0.34 0.34 0.90 1.11 0.34 0.34 10.00 0.00 10.00 9.24 3.15 0.00 0.00 3.15 14.36 18.00 N/A N/A 0.013 0.00090 0.0187 581.42 581.35 0.00 1.78 0.00 0.05 1.25 0.00 0.10 581.52 577.63 579.03 583.53 LAT G-03 100.00 174.78 74.78 G-03 1.92 1.92 0.50 1.25 1.20 1.20 15.00 0.00 15.00 7.91 9.49 0.00 0.00 9.49 29.57 24.00 N/A N/A 0.013 0.00177 0.0171 582.78 582.65 0.00 3.02 0.00 0.14 1.25 0.00 0.18 582.96 578.67 579.95 586.19 LAT G-04 100.00 111.32 11.32 G-04 0.53 0.53 0.90 1.11 0.53 0.53 10.00 0.00 10.00 9.24 4.93 0.00 0.00 4.93 35.59 18.00 N/A N/A 0.013 0.00222 0.1149 582.90 582.88 0.00 2.79 0.00 0.12 1.25 0.00 0.15 583.05 579.15 580.45 584.95 LAT G-06 100.00 175.13 75.13 G-06 2.75 2.75 0.50 1.25 1.72 1.72 15.00 0.00 15.00 7.91 13.60 0.00 0.00 13.60 34.22 24.00 N/A N/A 0.013 0.00363 0.0229 583.55 583.27 0.00 4.33 0.00 0.29 1.25 0.00 0.36 583.91 579.47 581.19 586.19 LINE H 733.17 743.07 9.90 H-03 0.27 0.27 0.90 1.11 0.27 0.27 10.00 0.00 10.00 9.24 2.49 0.00 0.00 2.49 22.89 18.00 N/A N/A 0.013 0.00056 0.0475 585.21 585.20 0.00 1.41 0.00 0.03 1.25 0.00 0.10 585.31 582.20 582.67 587.17 671.02 733.17 62.15 MH N/A 0.27 N/A N/A N/A 0.27 10.00 0.00 10.00 9.24 2.49 0.00 0.00 2.49 44.23 36.00 N/A N/A 0.013 0.00001 0.0044 585.10 585.10 1.41 0.35 0.03 0.00 0.50 0.02 0.10 585.20 580.42 580.70 586.78 597.91 671.02 73.11 H-02 0.31 0.58 0.90 1.11 0.31 0.58 10.00 3.06 13.06 8.37 4.84 0.00 0.00 4.84 44.23 36.00 N/A N/A 0.013 0.00005 0.0044 585.00 585.00 0.35 0.68 0.00 0.01 0.75 0.00 0.10 585.10 580.10 580.42 587.17 533.58 597.91 64.33 H-01 5.23 5.81 0.50 1.25 3.27 3.85 15.00 4.84 19.84 6.98 26.88 0.00 0.00 26.88 44.23 36.00 N/A N/A 0.013 0.00163 0.0044 584.78 584.67 0.68 3.80 0.01 0.22 0.75 0.01 0.22 585.00 579.82 580.10 586.38 478.89 533.58 54.69 H-05 1.59 7.40 0.50 1.25 0.99 4.84 15.00 5.12 20.12 6.94 33.60 0.00 0.00 33.60 44.23 36.00 N/A N/A 0.013 0.00254 0.0044 584.49 584.35 3.80 4.75 0.22 0.35 0.75 0.17 0.18 584.67 579.58 579.82 587.18 403.32 478.89 75.57 H-04, MH 0.70 8.10 0.50 1.25 0.44 5.28 15.00 5.31 20.31 6.91 36.47 0.00 0.00 36.47 92.29 N/A 4.00 3.00 0.013 0.00087 0.0056 584.25 584.19 4.75 3.04 0.35 0.14 0.50 0.18 0.10 584.35 579.16 579.58 586.67 336.74 403.32 66.58 H-06 0.66 8.76 0.50 1.25 0.41 5.69 15.00 5.73 20.73 6.84 38.92 0.00 0.00 38.92 92.29 N/A 4.00 3.00 0.013 0.00099 0.0056 584.09 584.02 3.04 3.24 0.14 0.16 0.75 0.11 0.10 584.19 578.79 579.16 586.30 289.39 336.74 47.35 H-08 0.43 9.18 0.90 1.11 0.43 6.12 15.00 6.07 21.07 6.79 41.50 0.00 0.00 41.50 92.29 N/A 4.00 3.00 0.013 0.00112 0.0056 583.92 583.87 3.24 3.46 0.16 0.19 0.75 0.12 0.10 584.02 578.52 578.79 585.74 193.06 289.39 96.33 H-07, H-09 1.53 10.71 0.58 1.22 1.08 7.19 15.00 6.30 21.30 6.75 48.56 0.00 0.00 48.56 92.29 N/A 4.00 3.00 0.013 0.00154 0.0056 583.75 583.60 3.46 4.05 0.19 0.25 0.75 0.14 0.12 583.87 577.99 578.52 585.74 100.00 193.06 93.06 H-10, H-11, H12 3.01 13.72 0.81 1.25 3.04 10.23 15.00 6.69 21.69 6.69 68.48 0.00 0.00 68.48 122.47 N/A 5.00 3.00 0.013 0.00174 0.0056 583.47 583.31 4.05 4.57 0.25 0.32 0.75 0.19 0.13 583.60 577.47 577.99 584.57 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC04.dgn1:404:42:06 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 200 McKINNEY STREET STORM DRAIN CALCULATIONS From To Pipe Drainage Area Runoff "c"Frequency Factor Inc. c*Cf*A Total c*Cf*A Time of Concentration 100-yr.100-yr.Inlet Inlet "Q" Actual "Q" Pipe Pipe Size Box Size n Sf Spipe HGL Head Loss Calculations Design HGL Invert Elevation T/C or Comments Length Incremental Total Area Cf Inlet Travel Total Intensity Runoff Carryover Carryover Capacity Diameter Width Height Ground Elev Area No.Area (To Inlet)"Q" (From Inlet)U/S D/S V1 (in)V2 (out)/2g 2V1 /2g2V2 jK /2g2V1jK Head Loss From To (Sta.)(Sta.)(Ft)(Acres)(Acres)(Min.)(Min.)(Min.)(in/hr)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft)(ft/ft)(ft/ft)(ft)(ft)(ft/s)(ft/s)(ft)(ft) (ft) (ft) (ft) (ft) (ft) (ft) LAT H-01 100.00 192.96 92.96 H-01 5.23 5.23 0.50 1.25 3.27 3.27 15.00 0.00 15.00 7.91 25.88 0.00 0.00 25.88 35.28 36.00 N/A N/A 0.013 0.00151 0.0028 585.14 585.00 0.00 3.66 0.00 0.21 1.25 0.00 0.26 585.40 580.10 580.36 586.36 LAT H-02 100.00 174.95 74.95 H-02 0.31 0.31 0.90 1.11 0.31 0.31 10.00 0.00 10.00 9.24 2.86 0.00 0.00 2.86 14.85 18.00 N/A N/A 0.013 0.00074 0.0200 585.16 585.10 0.00 1.62 0.00 0.04 1.25 0.00 0.10 585.26 581.17 582.67 587.17 LAT H-04 100.00 174.95 74.95 H-04 0.70 0.70 0.50 1.25 0.44 0.44 15.00 0.00 15.00 7.91 3.46 0.00 0.00 3.46 14.05 18.00 N/A N/A 0.013 0.00109 0.0179 584.43 584.35 0.00 1.96 0.00 0.06 1.25 0.00 0.10 584.53 580.33 581.67 586.67 LAT H-05 120.03 163.63 43.60 H-05 1.59 1.59 0.50 1.25 0.99 0.99 15.00 0.00 15.00 7.91 7.86 0.00 0.00 7.86 8.00 18.00 N/A N/A 0.013 0.00564 0.0058 585.23 584.99 0.00 4.45 0.00 0.31 1.25 0.00 0.38 585.62 580.69 580.94 587.18 109.69 120.03 10.34 BEND N/A 1.59 N/A N/A N/A 0.99 15.00 0.00 15.00 7.91 7.86 0.00 0.00 7.86 8.00 18.00 N/A N/A 0.013 0.00564 0.0058 584.89 584.83 4.45 4.45 0.31 0.31 0.20 0.06 0.10 584.99 580.63 580.69 586.69 100.00 109.69 9.69 BEND N/A 1.59 N/A N/A N/A 0.99 15.00 0.00 15.00 7.91 7.86 0.00 0.00 7.86 8.00 18.00 N/A N/A 0.013 0.00564 0.0058 584.73 584.67 4.45 4.45 0.31 0.31 0.20 0.06 0.10 584.83 580.57 580.63 586.47 LAT H-06 100.00 174.70 74.70 H-06 0.66 0.66 0.50 1.25 0.41 0.41 15.00 0.00 15.00 7.91 3.25 0.00 0.00 3.25 16.70 18.00 N/A N/A 0.013 0.00096 0.0253 584.26 584.19 0.00 1.84 0.00 0.05 1.25 0.00 0.10 584.36 579.91 581.80 586.30 LAT H-07 150.64 174.64 24.00 H-07 0.29 0.29 0.90 1.11 0.29 0.29 10.00 0.00 10.00 9.24 2.71 0.00 0.00 2.71 34.25 24.00 N/A N/A 0.013 0.00014 0.0229 584.04 584.04 0.00 0.86 0.00 0.01 1.25 0.00 0.10 584.14 580.18 580.74 585.74 100.00 150.64 50.64 H-09 1.23 1.53 0.50 1.25 0.77 1.06 15.00 0.46 15.46 7.81 8.32 0.00 0.00 8.32 34.19 24.00 N/A N/A 0.013 0.00136 0.0229 583.94 583.87 0.86 2.65 0.01 0.11 0.75 0.01 0.10 584.04 579.03 580.18 585.81 LAT H-08 100.00 111.32 11.32 H-08 0.43 0.43 0.90 1.11 0.43 0.43 10.00 0.00 10.00 9.24 3.93 0.00 0.00 3.93 40.70 18.00 N/A N/A 0.013 0.00141 0.1502 584.04 584.02 0.00 2.22 0.00 0.08 1.25 0.00 0.10 584.14 579.54 581.24 585.74 LAT H-09 100.00 129.59 29.59 H-09 1.23 1.23 0.50 1.25 0.77 0.77 15.00 0.00 15.00 7.91 6.10 0.00 0.00 6.10 32.77 24.00 N/A N/A 0.013 0.00073 0.0210 584.06 584.04 0.00 1.94 0.00 0.06 1.25 0.00 0.10 584.16 580.19 580.81 585.81 LAT H-10 142.90 246.70 103.80 H-10 0.78 0.78 0.80 1.25 0.78 0.78 10.00 0.00 10.00 9.24 7.23 0.00 0.00 7.23 66.54 36.00 N/A N/A 0.013 0.00012 0.0100 583.85 583.84 0.00 1.02 0.00 0.02 1.25 0.00 0.10 583.95 578.37 579.40 585.40 100.00 142.90 42.90 H-11 2.02 2.81 0.80 1.25 2.02 2.81 10.00 1.69 11.69 8.73 24.50 0.00 0.00 24.50 66.54 36.00 N/A N/A 0.013 0.00135 0.0100 583.66 583.60 1.02 3.47 0.02 0.19 0.75 0.01 0.17 583.84 577.94 578.37 584.52 LAT H-11 100.00 169.86 69.86 H-11 2.02 2.02 0.80 1.25 2.02 2.02 10.00 0.00 10.00 9.24 18.69 0.00 0.00 18.69 30.55 36.00 N/A N/A 0.013 0.00079 0.0021 583.89 583.84 0.00 2.64 0.00 0.11 1.25 0.00 0.14 584.03 578.37 578.52 584.52 LAT H-12 100.00 111.32 11.32 H-12 0.21 0.21 0.90 1.11 0.21 0.21 10.00 0.00 10.00 9.24 1.93 0.00 0.00 1.93 41.63 18.00 N/A N/A 0.013 0.00034 0.1572 583.61 583.60 0.00 1.09 0.00 0.02 1.25 0.00 0.10 583.71 578.68 580.46 584.97 LINE I (Q/3) 1040.27 1068.00 27.73 I-01 63.65 63.65 N/A N/A N/A N/A 20.00 0.00 20.00 6.96 118.33 0.00 0.00 118.33 193.01 N/A 6.00 3.00 0.013 0.00331 0.0088 582.76 582.67 0.00 6.57 0.00 0.67 0.50 0.00 0.34 582.96 577.72 577.97 584.44 1011.51 1040.27 28.77 I-02 0.70 64.35 0.90 1.11 0.70 0.70 20.00 0.00 20.00 6.96 119.96 0.45 0.00 120.41 193.01 N/A 6.00 3.00 0.013 0.00342 0.0088 582.48 582.38 6.57 6.69 0.67 0.69 0.75 0.50 0.19 582.67 577.47 577.72 584.44 1000.00 1011.51 11.51 LINE H, LINE J 18.31 82.67 N/A N/A 13.58 14.29 20.00 0.14 20.14 6.93 151.35 0.52 0.97 151.35 193.01 N/A 6.00 3.00 0.013 0.00541 0.0088 582.38 582.32 6.69 8.41 0.69 1.10 0.25 0.17 0.92 582.38 577.37 577.47 584.44 LAT I-02 100.00 134.08 34.08 I-02 0.70 0.70 0.90 1.11 0.70 0.70 10.00 0.00 10.00 9.24 6.50 0.45 0.00 6.94 23.32 18.00 N/A N/A 0.013 0.00440 0.0493 582.82 582.67 0.00 3.93 0.00 0.24 1.25 0.00 0.30 583.12 578.26 579.94 584.44 LINE J 851.63 926.59 74.96 J-05 0.82 0.82 0.49 1.25 0.50 0.50 10.00 0.00 10.00 9.24 4.58 0.00 0.00 4.58 19.66 18.00 N/A N/A 0.013 0.00191 0.0350 586.33 586.19 0.00 2.59 0.00 0.10 1.25 0.00 0.13 586.46 585.22 587.85 592.35 831.63 851.63 20.00 MH N/A 0.82 N/A N/A N/A 0.50 10.00 0.00 10.00 9.24 4.58 0.00 0.00 4.58 21.21 24.00 N/A N/A 0.013 0.00041 0.0088 586.09 586.08 2.59 1.46 0.10 0.03 0.50 0.05 0.10 586.19 584.55 584.72 591.58 647.80 831.63 183.83 J-06 0.23 1.04 0.90 1.11 0.23 0.72 10.00 0.71 10.71 9.02 6.53 0.00 0.00 6.53 21.21 24.00 N/A N/A 0.013 0.00084 0.0088 585.98 585.83 1.46 2.08 0.03 0.07 0.75 0.02 0.10 586.08 582.93 584.55 590.72 438.65 647.80 209.15 J-04 0.86 1.90 0.48 1.25 0.51 1.24 10.00 2.19 12.19 8.60 10.63 0.00 0.00 10.63 21.21 24.00 N/A N/A 0.013 0.00222 0.0088 585.70 585.23 2.08 3.38 0.07 0.18 0.75 0.05 0.13 585.83 581.09 582.93 590.80 262.66 438.65 175.99 J-03 0.83 2.73 0.48 1.25 0.49 1.73 10.00 3.22 13.22 8.33 14.40 0.00 0.00 14.40 21.21 24.00 N/A N/A 0.013 0.00407 0.0088 585.04 584.32 3.38 4.58 0.18 0.33 0.75 0.13 0.19 585.23 579.54 581.09 589.20 233.98 262.66 28.68 J-01, MH 0.90 3.63 0.59 1.25 0.66 2.39 10.00 3.86 13.86 8.18 19.52 0.00 0.45 19.08 38.46 30.00 N/A N/A 0.013 0.00217 0.0088 584.22 584.16 4.58 3.89 0.33 0.23 0.50 0.16 0.10 584.32 578.79 579.04 586.43 119.47 233.98 114.51 J-02 0.68 4.31 0.90 1.11 0.68 3.07 10.00 3.98 13.98 8.15 25.02 0.00 0.52 24.06 38.13 30.00 N/A N/A 0.013 0.00345 0.0087 583.97 583.57 3.89 4.90 0.23 0.37 0.75 0.18 0.20 584.16 577.80 578.79 585.55 103.72 119.47 15.75 J-00 0.28 4.59 0.90 1.11 0.28 3.35 10.00 4.37 14.37 8.06 26.97 0.52 0.00 27.05 38.13 30.00 N/A N/A 0.013 0.00436 0.0087 583.38 583.31 4.90 5.51 0.37 0.47 0.75 0.28 0.19 583.57 577.66 577.80 584.44 LAT J-00 100.00 111.31 11.31 J-00 0.28 0.28 0.90 1.11 0.28 0.28 10.00 0.00 10.00 9.24 2.56 0.52 0.00 3.08 39.99 18.00 N/A N/A 0.013 0.00086 0.1450 583.58 583.57 0.00 1.74 0.00 0.05 1.25 0.00 0.10 583.68 578.30 579.94 584.44 LAT J-01 100.00 160.80 60.80 J-01 0.90 0.90 0.59 1.25 0.66 0.66 10.00 0.00 10.00 9.24 6.10 0.00 0.45 5.65 23.41 18.00 N/A N/A 0.013 0.00291 0.0497 584.50 584.32 0.00 3.20 0.00 0.16 1.25 0.00 0.20 584.70 579.79 582.81 586.43 LAT J-02 100.00 111.32 11.32 J-02 0.68 0.68 0.90 1.11 0.68 0.68 10.00 0.00 10.00 9.24 6.32 0.00 0.52 5.80 41.41 18.00 N/A N/A 0.013 0.00306 0.1555 584.20 584.16 0.00 3.28 0.00 0.17 1.25 0.00 0.21 584.41 579.29 581.05 585.55 LAT J-03 100.00 174.51 74.51 J-03 0.83 0.83 0.48 1.25 0.49 0.49 10.00 0.00 10.00 9.24 4.54 0.00 0.00 4.54 22.30 18.00 N/A N/A 0.013 0.00188 0.0451 585.37 585.23 0.00 2.57 0.00 0.10 1.25 0.00 0.13 585.50 581.34 584.70 589.20 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC05.dgn1:404:42:09 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 201 McKINNEY STREET STORM DRAIN CALCULATIONS From To Pipe Drainage Area Runoff "c"Frequency Factor Inc. c*Cf*A Total c*Cf*A Time of Concentration 100-yr.100-yr.Inlet Inlet "Q" Actual "Q" Pipe Pipe Size Box Size n Sf Spipe HGL Head Loss Calculations Design HGL Invert Elevation T/C or Comments Length Incremental Total Area Cf Inlet Travel Total Intensity Runoff Carryover Carryover Capacity Diameter Width Height Ground Elev Area No.Area (To Inlet)"Q" (From Inlet)U/S D/S V1 (in)V2 (out)/2g 2V1 /2g2V2 jK /2g2V1jK Head Loss From To (Sta.)(Sta.)(Ft)(Acres)(Acres)(Min.)(Min.)(Min.)(in/hr)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft)(ft/ft)(ft/ft)(ft)(ft)(ft/s)(ft/s)(ft)(ft) (ft) (ft) (ft) (ft) (ft) (ft) LAT J-04 100.00 174.63 74.63 J-04 0.86 0.86 0.48 1.25 0.51 0.51 10.00 0.00 10.00 9.24 4.74 0.00 0.00 4.74 21.47 18.00 N/A N/A 0.013 0.00205 0.0418 585.98 585.83 0.00 2.68 0.00 0.11 1.25 0.00 0.14 586.12 583.18 586.30 590.80 LAT J-06 100.00 111.32 11.32 J-06 0.23 0.23 0.90 1.11 0.23 0.23 10.00 0.00 10.00 9.24 2.10 0.00 0.00 2.10 49.94 18.00 N/A N/A 0.013 0.00040 0.2262 586.08 586.08 0.00 1.19 0.00 0.02 1.25 0.00 0.10 586.18 584.80 587.36 590.72 LINE K 687.85 761.38 73.53 K-01 0.45 0.45 0.90 1.11 0.45 0.45 10.00 0.00 10.00 9.24 4.17 0.00 0.10 4.07 17.00 18.00 N/A N/A 0.013 0.00151 0.0262 584.94 584.83 0.00 2.30 0.00 0.08 1.25 0.00 0.10 585.04 581.18 583.11 587.62 661.43 687.85 26.42 MH N/A 0.45 M/A N/A N/A 0.45 10.00 0.00 10.00 9.24 4.17 0.00 0.00 4.07 8.93 18.00 N/A N/A 0.013 0.00151 0.0072 584.73 584.69 2.30 2.30 0.08 0.08 0.50 0.04 0.10 584.83 580.99 581.18 586.50 372.03 661.43 289.40 K-02 0.42 0.87 0.90 1.11 0.42 0.87 10.00 0.72 10.72 9.01 7.84 0.00 0.00 7.74 8.89 18.00 N/A N/A 0.013 0.00546 0.0072 584.45 582.87 2.30 4.38 0.08 0.30 0.75 0.06 0.24 584.69 578.92 580.99 586.69 366.43 372.03 5.60 N/A N/A 0.87 N/A N/A N/A 0.87 10.00 0.72 10.72 9.01 7.84 0.00 0.00 7.74 16.31 24.00 N/A N/A 0.013 0.00118 0.0052 582.77 582.77 4.38 2.46 0.30 0.09 1.00 0.30 0.10 582.87 578.39 578.42 584.19 331.43 366.43 35.00 K-03 0.47 1.34 0.90 1.11 0.47 1.34 10.00 0.04 10.04 9.23 12.33 0.10 0.00 12.33 16.34 24.00 N/A N/A 0.013 0.00298 0.0052 582.60 582.49 2.46 3.92 0.09 0.24 0.75 0.07 0.17 582.77 578.20 578.39 584.92 202.65 331.43 128.78 K-04 0.36 1.69 0.90 1.11 0.36 1.69 10.00 1.97 11.97 8.66 14.67 0.00 0.00 14.67 16.34 24.00 N/A N/A 0.013 0.00422 0.0052 582.33 581.79 3.92 4.67 0.24 0.34 0.75 0.18 0.16 582.49 577.53 578.20 584.35 104.55 202.65 98.10 K-05, K-06 0.44 2.14 0.90 1.11 0.44 2.14 10.00 2.43 12.43 8.53 18.24 0.00 0.00 18.24 16.34 24.00 N/A N/A 0.013 0.00653 0.0052 581.52 580.88 4.67 5.81 0.34 0.52 0.75 0.25 0.27 581.79 577.02 577.53 583.07 LAT K-02 100.00 111.31 11.31 K-02 0.42 0.42 0.90 1.11 0.42 0.42 10.00 0.00 10.00 9.24 3.86 0.00 0.10 3.76 34.06 18.00 N/A N/A 0.013 0.00129 0.1052 584.70 584.69 0.00 2.13 0.00 0.07 1.25 0.00 0.10 584.80 581.00 582.19 586.69 LAT K-03 100.00 174.95 74.95 K-03 0.47 0.47 0.90 1.11 0.47 0.47 10.00 0.00 10.00 9.24 4.31 0.00 0.00 4.31 16.17 18.00 N/A N/A 0.013 0.00170 0.0237 582.89 582.77 0.00 2.44 0.00 0.09 1.25 0.00 0.12 583.01 578.64 580.42 584.92 LAT K-04 100.00 111.31 11.31 K-04 0.36 0.36 0.90 1.11 0.36 0.36 10.00 0.00 10.00 9.24 3.31 0.10 0.00 3.41 36.81 18.00 N/A N/A 0.013 0.00106 0.1229 582.51 582.49 0.00 1.93 0.00 0.06 1.25 0.00 0.10 582.61 578.46 579.85 584.35 LAT K-05 153.31 224.19 70.88 K-05 0.32 0.32 0.90 1.11 0.32 0.32 10.00 0.00 10.00 9.24 2.91 0.00 0.00 2.91 24.04 24.00 N/A N/A 0.013 0.00017 0.0113 581.92 581.91 0.00 0.93 0.00 0.01 1.25 0.00 0.10 582.02 578.14 578.94 583.94 100.00 153.31 53.31 K-06 0.13 0.44 0.90 1.11 0.13 0.44 10.00 1.27 11.27 8.85 3.92 0.00 0.00 3.92 24.04 24.00 N/A N/A 0.013 0.00030 0.0113 581.81 581.79 0.93 1.25 0.01 0.02 0.75 0.01 0.10 581.91 577.54 578.14 583.07 LAT K-06 100.00 143.31 43.31 K-06 0.13 0.13 0.90 1.11 0.13 0.13 10.00 0.00 10.00 9.24 1.18 0.00 0.00 1.18 7.28 18.00 N/A N/A 0.013 0.00013 0.0048 581.91 581.91 0.00 0.67 0.00 0.01 1.25 0.00 0.10 582.01 578.36 578.57 583.07 LINE L (Q/3) 111.50 169.36 57.86 L-01 N/A 0.00 N/A N/A N/A N/A 20.00 0.00 20.00 6.96 116.70 0.00 0.00 116.70 110.90 N/A 7.00 3.00 0.013 0.00221 0.0020 581.32 580.88 0.00 5.56 0.00 0.48 0.50 0.00 0.48 581.80 576.82 576.94 582.77 100.00 111.50 11.50 LINE K, LINE M 4.04 4.04 N/A N/A N/A N/A 20.00 0.00 20.00 6.96 171.75 0.00 0.00 171.75 110.90 N/A 7.00 3.00 0.013 0.00480 0.0020 580.20 580.14 5.56 8.18 0.48 1.04 0.75 0.36 0.68 580.88 576.80 576.82 582.89 LINE M 295.61 338.83 43.22 EX. 3'X2' RBC N/A N/A N/A N/A N/A N/A 22.57 0.00 22.57 6.56 24.48 0.00 0.00 24.48 21.82 N/A 3.00 2.00 0.013 0.00252 0.0020 582.61 582.50 4.08 4.08 0.26 0.26 0.00 0.00 0.10 582.71 577.35 577.44 583.67 268.58 295.61 27.03 M-04 0.34 0.34 0.90 1.11 0.34 0.34 22.57 0.00 22.57 6.56 26.71 0.00 0.00 26.71 21.82 N/A 3.00 2.00 0.013 0.00300 0.0020 582.39 582.31 4.08 4.45 0.26 0.31 0.75 0.19 0.11 582.50 577.30 577.35 583.50 200.61 268.58 67.97 M-03 0.67 1.01 0.90 1.11 0.67 1.01 22.57 0.28 22.85 6.52 31.04 0.26 0.04 31.26 21.82 N/A 3.00 2.00 0.013 0.00410 0.0020 582.12 581.84 4.45 5.21 0.31 0.42 0.75 0.23 0.19 582.31 577.16 577.30 583.67 158.01 200.61 42.60 BEND N/A 1.01 N/A N/A N/A 1.01 22.57 0.28 22.85 6.52 31.04 0.00 0.00 31.26 21.82 N/A 3.00 2.00 0.013 0.00410 0.0020 581.74 581.56 5.21 5.21 0.42 0.42 0.20 0.08 0.10 581.84 577.08 577.16 583.50 134.18 158.01 23.83 M-01 0.46 1.47 0.90 1.11 0.46 1.47 22.57 0.63 23.20 6.47 33.98 0.00 0.00 33.94 21.82 N/A 3.00 2.00 0.013 0.00484 0.0020 581.38 581.27 5.21 5.66 0.42 0.50 0.75 0.32 0.18 581.56 577.03 577.08 582.77 103.75 134.18 30.43 M-02 0.44 1.91 0.90 1.11 0.44 1.91 22.57 0.70 23.27 6.46 36.81 0.04 0.00 36.84 21.82 N/A 3.00 2.00 0.013 0.00570 0.0020 581.05 580.88 5.66 6.14 0.50 0.59 0.75 0.37 0.21 581.27 576.97 577.03 582.77 LAT M-01 100.00 111.29 11.29 M-01 0.46 0.46 0.90 1.11 0.46 0.46 10.00 0.00 10.00 9.24 4.27 0.00 0.00 4.27 30.31 18.00 N/A N/A 0.013 0.00166 0.0833 581.58 581.56 0.00 2.42 0.00 0.09 1.25 0.00 0.11 581.69 577.33 578.27 582.77 LAT M-02 100.00 164.54 64.54 M-02 0.44 0.44 0.90 1.11 0.44 0.44 10.00 0.00 10.00 9.24 4.06 0.04 0.00 4.10 12.99 18.00 N/A N/A 0.013 0.00154 0.0153 581.37 581.27 0.00 2.32 0.00 0.08 1.25 0.00 0.10 581.47 577.28 578.27 582.77 LAT M-03 100.00 185.05 85.05 M-03 0.67 0.67 0.90 1.11 0.67 0.67 10.00 0.00 10.00 9.24 6.15 0.26 0.04 6.37 14.47 18.00 N/A N/A 0.013 0.00370 0.0190 582.62 582.31 0.00 3.61 0.00 0.20 1.25 0.00 0.25 582.87 577.55 579.17 583.67 LAT M-04 100.00 105.59 5.59 M-04 0.34 0.34 0.90 1.11 0.34 0.34 10.00 0.00 10.00 9.24 3.13 0.00 0.00 3.13 52.60 18.00 N/A N/A 0.013 0.00090 0.2509 582.51 582.50 0.00 1.77 0.00 0.05 1.25 0.00 0.10 582.61 577.60 579.00 583.50 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC06.dgn1:404:42:12 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE CALCULATIONS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 202 McKINNEY STREET PHASE TWO RUNOFF CALCULATIONS-TXDOT TOTAL ARE WEIGHTED INTENSITY "Q-5"INTENSITY "Q-100" AREA "A""C"Tc "I-5"RUNOFF "I-100"RUNOFF NO. (ACRES)VALUE (MIN.)(IN./HR)(CFS)(IN./HR)(CFS) A-01 0.75 0.90 10.00 6.07 4.09 10.99 7.39 A-02 2.40 0.70 10.00 6.07 10.20 10.99 18.46 A-03 2.29 0.80 10.00 6.07 4.06*10.99 7.84* A-04 0.39 0.90 10.00 6.07 2.15 10.99 3.89 A-05 0.05 0.90 10.00 6.07 0.28 10.99 0.52 B-01 0.63 0.90 10.00 6.07 3.45 10.99 6.25 B-02 0.47 0.90 10.00 6.07 2.58 10.99 4.67 McKINNEY STREET PHASE TWO STORM DRAIN CALCULATIONS-TXDOT From To Pipe Drainage Area Runoff "c"Inc. c*A Total c*A Time of Concentration 5-yr.5-yr.Inlet Inlet "Q" Actual "Q" Pipe Pipe Size Box Size n Sf Spipe HGL Head Loss Calculations Design HGLInvert Elevation T/C or Comments Length Incremental Total Area Inlet Travel Total Intensity Runoff Carryover Carryover Capacity Diameter Width Height Ground Elev Area No.Area (To Inlet)"Q" (From Inlet)U/S D/S V1 (in)V2 (out)/2g 2V1 /2g2V2 jK /2g2V1jK Head Loss From To (Sta.)(Sta.)(Ft)(Acres (Acres)(Min.)(Min.)(Min.)(in/hr)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft)(ft/ft)(ft/ft)(ft)(ft)(ft/s)(ft/s)(ft)(ft) (ft) (ft) (ft) (ft) (ft) (ft) LINE A 900.25 960.36 60.11 A-03 N/A N/A N/A N/A N/A 10.00 0.00 10.00 6.07 7.84 0.00 0.00 7.84 33.47 24.00 N/A N/A 0.013 0.00121 0.0219 585.29 585.22 0.00 2.50 0.00 0.10 1.25 0.00 0.12 585.42 584.42 585.74 590.74 646.17 900.25 254.08 MH N/A N/A N/A N/A N/A 10.00 0.00 10.00 6.07 7.84 0.00 0.00 7.84 10.11 24.00 N/A N/A 0.013 0.00121 0.0020 585.12 584.82 2.50 2.50 0.10 0.10 0.50 0.05 0.10 585.22 583.92 584.42 589.71 578.31 646.17 67.86 A-04 0.39 0.39 0.90 0.35 0.35 10.00 0.00 10.00 6.07 9.99 0.00 0.00 9.99 10.11 24.00 N/A N/A 0.013 0.00196 0.0020 584.72 584.58 2.50 3.18 0.10 0.16 0.75 0.07 0.10 584.82 583.78 583.92 588.99 490.69 578.31 87.62 A-02, MH 2.40 2.79 0.70 1.68 2.03 10.00 2.45 12.45 5.48 18.99 0.00 0.00 18.99 31.21 N/A 4.00 2.00 0.013 0.00074 0.0020 584.48 584.42 3.18 2.37 0.16 0.09 0.50 0.08 0.10 584.58 583.61 583.78 588.43 374.34 490.69 116.35 BEND N/A 2.79 N/A N/A 2.03 10.00 2.45 12.45 5.48 18.99 0.00 0.00 18.99 31.21 N/A 4.00 2.00 0.013 0.00074 0.0020 584.32 584.23 2.37 2.37 0.09 0.09 0.20 0.02 0.10 584.42 583.37 583.61 588.84 312.34 374.34 62.00 BEND N/A 2.79 N/A N/A 2.03 10.00 2.45 12.45 5.48 18.99 0.00 0.00 18.99 31.21 N/A 4.00 2.00 0.013 0.00074 0.0020 584.13 584.09 2.37 2.37 0.09 0.09 0.20 0.02 0.10 584.23 583.25 583.37 588.04 258.57 312.34 53.77 BEND N/A 2.79 N/A N/A 2.03 10.00 2.45 12.45 5.48 18.99 0.00 0.00 18.99 31.21 N/A 4.00 2.00 0.013 0.00074 0.0020 583.99 583.95 2.37 2.37 0.09 0.09 0.20 0.02 0.10 584.09 583.14 583.25 587.78 241.60 258.57 16.97 BEND N/A 2.79 N/A N/A 2.03 10.00 2.45 12.45 5.48 18.99 0.00 0.00 18.99 31.21 N/A 4.00 2.00 0.013 0.00074 0.0020 583.85 583.83 2.37 2.37 0.09 0.09 0.20 0.02 0.10 583.95 583.11 583.14 587.98 230.00 241.60 11.60 A-01 0.75 3.54 0.90 0.67 2.71 10.00 4.82 14.82 5.02 21.43 0.00 0.00 21.43 31.21 N/A 4.00 2.00 0.013 0.00094 0.0020 583.73 583.72 2.37 2.68 0.09 0.11 0.75 0.07 0.10 583.83 583.08 583.11 587.85 147.91 230.00 82.09 PVI N/A 3.54 N/A N/A 2.71 10.00 4.82 14.82 5.02 21.43 0.00 0.00 21.43 133.14 N/A 4.00 2.00 0.013 0.00094 0.0364 583.62 583.55 2.68 2.68 0.11 0.11 0.30 0.03 0.10 583.72 580.10 583.08 587.98 100.00 147.91 47.91 BEND N/A 3.54 N/A N/A 2.71 10.00 4.82 14.82 5.02 21.43 0.00 0.00 21.43 31.21 N/A 4.00 2.00 0.013 0.00094 0.0020 583.45 583.40*2.68 2.68 0.11 0.11 0.28 0.03 0.10 583.55 580.00 580.10 587.97 LINE B 555.94 566.95 11.01 B-02 0.47 0.47 0.90 0.43 0.43 10.00 0.00 10.00 6.07 2.58 0.00 0.00 2.58 4.86 18.00 N/A N/A 0.013 0.00061 0.0021 585.72 585.72 0.00 1.46 0.00 0.03 1.25 0.00 0.10 585.82 584.97 584.99 588.99 240.45 555.94 315.49 MH N/A 0.47 N/A N/A 0.43 10.00 0.00 10.00 6.07 2.58 0.00 0.00 2.58 4.86 18.00 N/A N/A 0.013 0.00061 0.0021 585.62 585.42 1.46 1.46 0.03 0.03 0.50 0.02 0.10 585.72 584.29 584.97 588.61 211.89 240.45 28.56 B-01 0.63 1.10 0.90 0.57 0.99 10.00 3.73 13.73 5.22 5.19 0.00 0.00 5.19 10.43 24.00 N/A N/A 0.013 0.00053 0.0021 585.32 585.31 1.46 1.65 0.03 0.04 0.75 0.02 0.10 585.42 584.23 584.29 588.36 196.29 211.89 15.60 BEND N/A 1.10 N/A N/A 0.99 10.00 3.73 13.73 5.22 5.19 0.00 0.00 5.19 10.43 24.00 N/A N/A 0.013 0.00053 0.0021 585.21 585.20 1.65 1.65 0.04 0.04 0.35 0.01 0.10 585.31 584.20 584.23 588.02 125.72 196.29 70.57 BEND N/A 1.10 N/A N/A 0.99 10.00 3.73 13.73 5.22 5.19 0.00 0.00 5.19 13.11 24.00 N/A N/A 0.013 0.00053 0.0034 585.10 585.06 1.65 1.65 0.04 0.04 0.35 0.01 0.10 585.20 583.96 584.20 587.97 100.87 125.72 24.85 BEND N/A 1.10 N/A N/A 0.99 10.00 3.73 13.73 5.22 5.19 0.00 0.00 5.19 13.11 24.00 N/A N/A 0.013 0.00053 0.0034 584.96 584.95*1.65 1.65 0.04 0.04 0.28 0.01 0.10 585.06 583.88 583.96 588.56 ASSOCIATED CONSTRUCTION CHANGE ORDER #29 FROM JANUARY, 2009. * STARTING DESIGN HGL ELEVATIONS FROM LOOP 288 PLANS DESIGNED IN 2005 AND DESIGN OF THIS POND WAS FOR THE OAK HILL BUSINESS PARK IN JULY, 2007. TO RELEASE 4.06 CFS IN A 5 YEAR STORM AND 7.84 CFS IN A 100 YEAR STORM. * DRAINAGE AREA A-03 CONTAINS AN EXISTING DETENTION POND THAT WAS DESIGNED CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CDC07.dgn1:404:42:15 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS TXDOT DRAINAGE CALCULATIONS 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-A_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-A_01.dgn1:404:42:22 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE A STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA E PARKING AREA S S S 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOOP 288 7-ELEVEN INC LOT 1 LOT 24A VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY D.R.D.C.T. PG. 394 VOL. 440, EASEMENT DRAINAGE 40' TXDOT CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC WV WV WV WV WV LT LT LT LT 3 0 " WW3 0" WW3 0" WW8" WW8" WW 8" WW 8" W 8" W8" W8" W20" W 20" W 8" W8" W 8" W 8" W 24" RCP BOX C UL VE R T E x. 9' x 5' BOX CUL VE R T E x. 5' x 4' B OX CUL VE RT E x. 5' x 4' BOX C UL VE RT E x. 5' x 4' B OX CUL VE R TEx. 5' x 3' B O X CUL VE RT E x. 6' x 3' 24" RCP 24" RCP 24" RCP 24" RCP 24" RCP 18" RCP 24" RCP WV 8" W 20" W PT 90+20.1890+00 91+00 92+00 93+00 1 0 0 7 2 + 0 0 1 0 0 7 3 + 0 0 1 0 0 7 4 + 0 0 89+00 4+003+00 2+00 24" RCP 18" RCP 1+00 2+00 3+ 00 4+005+00 4'X2' RCB 12" W 12" W 20" W 12" W 20" W SLEEVES6" PVC BEGIN LINE AEX. 5'X4'RCBCONNECT TO1+00.00 LINE APVI2+30.00 LINE ACONSTRUCT CONC COLLARCONNECT TO EX. 24" RCP2+41.60 LINE AINSTALL 10.78°BEND2+58.57 LINE AINSTALL 15°BEND3+12.34 LINE AINSTALL 15°BEND3+74.34 LINE AINSTALL 15°BEND4+90.69 LINE ALINE A ON 0.20%PROP. 4'X2' RCB ON 3.64% PROP. 4'X2' RCB EX. GAS ON 0.20% PROP. 4'X2' RCB PVIINSTALL 30°BEND1+47.91 LINE AV=4.28 FPS S=0.00241 FT/FT C=31.21 CFS Q100=34.27 CFS V=4.28 FPS S=0.00241 FT/FT C=133.14 CFS Q100=34.27 CFS V=4.28 FPS S=0.00241 FT/FT C=31.21 CFS Q100=34.27 CFS V=3.64 FPS S=0.00174 FT/FT C=31.21 CFS Q100=29.13 CFS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND 100 YEAR HGLHG 585.00 HG 585.22HG 585.12HG 585.51HG 585.41HG 585.67HG 585.54HG 585.80HG 585.70HG 586.00HG 585.90HG 586.20HG 586.10HG 586.51HG 586.41FL 570.02 +/- EX. 30" WW 5 YEAR HGL BY OTHERS TO BE RELOCATED FIBER & TRAFFIC SIGNAL CABLE FL 581.85+/- W/ 14" CASING EX. 8" WATER TO BE KILLED EX. 8" WATER 1+00 2+00 3+00 4+00 5+00FL 4'X2'=580.17FL 4'X2'=581.99FL 4'X2'=583.12FL 4'X2'=583.22FL 4'X2'=583.32FL 4'X2'=583.42FL 4'X2'=583.52FL 4'X2'=583.62FL 4'X2'=583.08FL 4'X2'=580.00FL EX. 5'X4'=580.00583.05FL EX. 5'X3'FL 4'X2'=580.10FL EX. 24"=583.11FL 4'X2'=583.11585 580 570 565 575 590 595 600 LINE A 585 580 570 565 575 590 595 600 END LAT A-06F.L. 584.30T.C. 588.80CL 20' REC. INLETPAV STA 86+27.50, 50.50' RT1+27.75 LAT A-06 McKINNEY STREET S L OOP 2 8 8N L OOP 2 8 8 END LAT C-XXTIE TO EX. 9'x5' BOX CULVERTPAV STA 88+62.75, 52.47' RT1+87.29 LAT C-XX PC CV A-1INSTALL 45° BEND1+30.36 LINE A EX. R.O.W EX. R.O.W MATCHLINE STA 5+00 PC CV A-1INSTALL 45° BEND1+30.36 LINE A LINE B MATCHLINE LINE A STA 5+00203 INSTALL 30°BEND PAV STA 89+55.66,74.23' LT 1+47.91 LINE A CONSTRUCT CONCRETE COLLAR CONNECT TO EX. 24" RCP PAV STA 90+43.72, 64.78' LT 2+41.60 LINE A INSTALL 10.78° BEND PAV STA 90+60.65, 63.53' LT 2+58.57 LINE A INSTALL 15°BEND PAV STA 91+12.59, 49.61' LT 3+12.34 LINE A INSTALL 15°BEND PAV STA 91+74.58, 49.61' LT 3+74.34 LINE A INSTALL 15°BEND PAV STA 92+86.97, 19.50' LT 4+90.69 LINE A BEGIN LINE A CONNECT TO EX. 5'X4' RCB PAV STA 89+13.82,57.66' LT 1+00.00 LINE A 19.5'400 LF 4'x2' RCB EX. 5'X3' BOX TUNNEL UNDER 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-A_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-A_02.dgn1:404:42:24 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE A STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S PARKING AREA 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 101 S LOOP 288 DNB INVESTMENTS LTD LOT 1LOT 41 CAB. D, PG. 191 16' UTILITY EASEMENT LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 15" RCP PT 94+85.56 PC 93+74.5993+00 94+00 95+00 96+00 97+00 12" W 12" W 12" W 20" W 20" W 20" W 12" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W6" WD5+00 18" RCP 18" RCP 18" 24" RCP 5+00 6+00 7+00 8+00 9+00D 4'X2' RCB RCP30" 24" RCP18" 24" RCP D SQUARE SDMHCONSTRUCT 6'x6'1+00.00 LAT A-025+78.31 LINE A45°FACTORY WYE1+00.00 LAT A-046+46.17 LINE AON 0.20% CLASS III PROP. 24" RCP ON 2.19% CLASS IIIPROP. 24" RCP SQUARE SDMHCONSTRUCT 4'x4'9+00.25 LINE AEND LINE ADROP INLETCONSTRUCT 4'X4'9+60.36 LINE ALINE A ON 0.20%PROP. 4'X2' RCB V=3.64 FPS S=0.00174 FT/FT C=31.21 CFS Q100=29.13 CFS V=3.65 FPS S=0.00259 FT/FT C=10.11 CFS Q100=11.48 CFS V=2.50 FPS S=0.00121 FT/FT C=10.11 CFS Q100=7.48 CFS V=2.50 FPS S=0.00121 FT/FT C=33.47 CFS Q100=7.84 CFS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND FLOW PARTIAL 100 YEAR HGLHG 586.76HG 586.66HG 587.07HG 586.94HG 587.48HG 587.38FL 580.16 PROP. 20" WATER 5 YEAR HGL KILLED TO BE WATER EX. 8" FL 581.13+/- PROP. 6" WATER FL 581.48+/- PROP. 6" WATER 5+00 6+00 7+00 8+00 9+00 10+00FL 21"=583.82FL 24"=583.92FL 24"=584.02FL 24"=584.12FL 24"=584.22FL 24"=584.32FL 24"=584.42FL 24"=585.51FL 4'X2'=583.72FL 4'X2'=583.78FL 30"= 583.78FL 18"=584.17FL 24"=583.92FL 24"=585.74585 580 570 565 575 590 595 600 585 580 570 565 575 590 595 600 McKINNEY STREET CURVE 1 (CV A-1) EX. R.O.W EX. R.O.WMATCHLINE LINE A STA 5+00MATCHLINE LINE A STA 5+00CV A-1 PULL RCP AT JOINTS R = 3,519.50' L = 111.59' T = 55.80' DEG = 1° 37' 40.63" = 1° 49' 00.00" RT E = 2400350.75 N = 7127971.82 PI STA = 6+34.11 LINE A LINE B 204 LAT A-02 LAT A-04 78.31 LF 4'x2' RCB 382.05 LF 24" RCP LOT 1 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC END LINE A F.L. 585.74 T.H. 590.74 TOP 591.74 CONSTRUCT 4'X4' DROP INLET PAV STA 97+38.00, 63' LT 9+60.36 LINE A = RIM 589.71 CONSTRUCT 4'X4' SQUARE SDMH PAV STA 96+96.50, 19.50' LT 9+00.25 LINE A= BEGIN LAT A-04 45° FACTORY WYE 1+00.00 LAT A-04 6+46.17 LINE A = END LAT A-02 F.L. 583.93 T.H. 588.43 TOP 589.43 CONSTRUCT 4'X4' DROP INLET PAV STA 93+90.00, 45.00' LT 1+29.50 LAT A-02 =19.5'END LAT A-04 F.L. 584.49 T.C. 588.99 CL 10' REC. INLET PAV STA 94+50.00, 27.50' LT 1+11.30 LAT A-04 = PT CV A-1 6+89.90 LINE A PC CV A-1 RIM 588.82 BEGIN LAT A-02 SQUARE SDMH CONSTRUCT 6'X6' 1+00.00 LAT A-02 19.50' LT PAV STA 93+74.59, 5+78.31 LINE A = 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-B.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-B.dgn1:404:42:27 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE B STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA E PARKING AREA S S S 101 S LOOP 288 DNB INVESTMENTS LTD 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOOP 288 7-ELEVEN INC LOT 41LOT 1 LOT 24A VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY D.R.D.C.T. PG. 394 VOL. 440, EASEMENT DRAINAGE 40' TXDOT LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC WV WV WV WV WV LT 3 0" WW3 0" WW8" WW8" WW 8" WW 8" WW 8" W 8" W8" W8" W20" W 8" W8" W 8" W 8" W 8" W 8" W 8" W BOX C UL VE RT E x. 5' x 4' B OX CUL VE R TEx. 5' x 3' B O X CUL VE RT E x. 6' x 3' 24" RCP 24" RCP 24" RCP 24" RCP 18" RCP 24" RCP WV 8" W 20" W 90+00 91+00 92+00 93+00 94+00 12" W 12" W 12" W 20" W 20" W 20" W 12" W 20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" WD 4+00 5+003+00 2+00 24" RCP 18" RCP 18" RCP 18" RCP 18" 24" RCP 2+00 3+ 00 4+005+00 6+00 D 4'X2' RCB 4'X2' RCB RCP30" 18" 2+00 3+00 4+00 5+00FL 24"=584.21FL 18"=584.32FL 18"=584.42FL 18"=584.53FL 18"=584.64FL 18"=584.74FL 18"=584.85FL 18"=584.95FL 24"=584.20FL 18"=584.99FL 24"=584.30FL 18"=584.30FL 24"=584.28FL 18"=584.28FL 24"=584.21FL 24"=584.22FL 18"=584.97BEGIN LINE BEX. 24" RCPCONNECT TO1+96.29 LINE BLINE B EX. 24" RCP ON 0.34%CLASS III 18" RCP ON 0.21%END LINE B10' REC. INLET5+66.95 LINE BBEGIN 18" RCPEND 24" RCP2+40.45 LINE B45° FACTORY WYE1+00.00 LAT B-012+34.59 LINE B=INSTALL 15° BEND1+99.94 LINE BINSTALL 15° BEND2+11.89 LINE BCLASS III ON 0.21% 24" RCP SQUARE SDMHCONSTRUCT 4'x4'5+55.94 LINE BAT PIPE CL PR. GRADE AT PIPE CL EX. GRADE V=2.47 FPS S=0.00174 FT/FT C=4.84 CFS Q100=4.36 CFS V=3.02 FPS S=0.00177 FT/FT C=10.43 CFS Q100=9.49 CFS AT PIPE CL EX. GRADE HG 587.58HG 587.48HG 588.22HG 588.12HG 587.30HG 587.20HG 587.43HG 587.33HG 588.36HG 588.24100 YEAR HGL 5 YEAR HGL FL 582.22+/- PROP. 6" WATER 585 580 570 565 575 590 595 600 LINE B 585 580 570 565 575 590 595 600 McKINNEY STREET S L OOP 2 8 8 END LAT C-XXTIE TO EX. 9'x5' BOX CULVERTPAV STA 88+62.75, 52.47' RT1+87.29 LAT C-XX PC CV A-1INSTALL 45° BEND1+30.36 LINE A EX. R.O.W EX. R.O.W LAT B-01 B OX CUL VE R T E x. 5' x 3' BEGIN LINE B CONNECT TO EX. 24" RCP PAV STA 90+82.66, 28.48' RT 1+96.29 LINE B 25.5'LINE B 326.50 LF 18" RCP44.16 LF 24" RCP 205 LINE A END LAT B-01 F.L. 584.36 T.C. 588.36 CL 10' REC. INLET PAV STA 91+25.00, 29.95' RT 1+06.29 LAT B-01 BEGIN LAT B-01 45° FACTORY WYE 1+00.00 LAT B-01 2+34.59 LINE B= BEGIN 18" RCP END 24"RCP 2+40.45 LINE B INSTALL 15° BEND 2+11.89 LINE B INSTALL 15° BEND 1+99.94 LINE B RIM 588.61 CONSTRUCT 4'X4' SQUARE SDMH PAV STA 94+42.93, 24.90' RT 5+55.94 LINE B END LINE B F.L. 584.99 T.C. 588.99 CL 10' REC. INLET PAV STA 94+50.00, 33.50' RT 5+66.95 LINE B 6" W 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_01.dgn1:404:42:30 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE C STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V V PARKING AREA PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM S S S 191 DUCHESS DRIVEJBJ/CALDER FUND VII JOINT VENTURE E McKINNEY STREETMcKINNEY MAYHILL PARTNERS LLC E McKINNEY STREET CCD-RLG DENTON I LP 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 LOT 27 LOT 1 LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 26410' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY WV WV 8" WW 8" WW 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8 " W6" W 6" W 6" W6" W 6" W PC 99+35.08 PT 102+63.4299+00 100+00 101+00 102+00 103+00 12" W 12" W 12" W 20" W 20" W 20" W 20" W 12" W 6" W6" WSLEEVES 6" PVC SLEEVES6" PVC 6" W6" W18" RCP 18" RCP 18" RCP D18"10+00 11+00 12+0013+00 CLASS III 18" RCP ON 1.60%END LINE C10' REC. INLETSQUARE SDMHCONSTRUCT 4'X4'BEGIN 18" RCPEND 24" RCP13+09.12 LINE C12+97.80 LINE C10+05.63 LINE C10+01.78 LINE C=45° FACTORY WYE1+00 LAT C-04LINE C 12+51.99 LINE C=45° FACTORY WYE1+00 LAT C-02V=4.63 FPS S=0.00611 FT/FT C=13.27 CFS Q100=8.18 CFS AT PIPE CL EX. GROUND PR. GRADE AT PIPE CL HG 583.00HG 583.10100 YEAR HGL FL 577.87+/- PROP. 6" WATER FLOW PARTIAL HG 584.60HG 584.89V=1.99 FPS S=0.00112 FT/FT C=13.27 CFS Q100=3.51 CFS 10+0011+0012+0013+00 FL 24"=578.82FL 18"=580.08FL 18"=580.88FL 18"=581.67FL 18"=582.47FL 18"=583.27FL 18"=584.03FL 18"=584.21FL 18"=579.37FL 24"=578.87FL 18"=583.30FL 18"=583.30FL 24"=578.84FL 18"=579.09FL 18"=584.07McKINNEY STREET LINE C LAT C-02 303.49 LF 18" RCP BEGIN 18" RCP END 24" RCP 10+05.63 LINE C C-04 LAT END LAT C-02 F.L. 582.30 T.C. 586.80 CL 10' REC. INLET PAV STA 103+00.00, 27.50' LT 1+74.94 LAT C-04= END LAT C-02 F.L. 584.21 T.C. 588.71 CL 10' REC. INLET PAV STA 100+50.00, 27.50' LT 1+75.34 LAT C-02= 575 580 585 590 595 600 570 565565 570 575 580 585 590 595 600 BEGIN LAT C-04 45° FACTORY WYE 1+00.00 LAT C-04 10+01.78 LINE C= BEGIN LAT C-02 45° FACTORY WYE 1+00.00 LAT C-02 12+51.99 LINE C=25.5'DUCHESS DRIVE206 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG LOT 1 MATCHLINE LINE C STA 10+00END LINE C F.L. 584.21 T.C. 588.71 CL 10' REC. INLET PAV STA 100+50.00, 33.50' RT 13+09.12 LINE C=MATCHLINE LINE C STA 10+005.63 LF 24" RCP CURVE 1 (CV C-1) PC CV C-1 RIM 588.26 CONSTRUCT 4'X4' SQUARE SDMH PAV STA 100+57.96, 25.50' RT 12+97.80 LINE C PULL RCP AT JOINTS R = 5,275.50' L = 192.42' T = 96.22' DEG = 1° 05' 09.86" = 2° 05' 23.53" RT E = 2400968.29 N = 7127589.79 PI STA = 12+01.60 CV C-1 PT CV C-1 11+05.38 LINE C 6" W 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_02.dgn1:404:42:32 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE C STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA E 24" HACKBERRY DBL. 12" TREE 24" TREE TRI 6" TREEDBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM 15" HACKBERRY 10" CEDAR DBL. 10" TREEDBL. 12" HACKBERRYDBL. 6" ELM 10" TREE S S CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 7125' UTILITY EASEMENT CAB. B, PG. 7116' UTILITY EASEMENT WV WV WV 8" W 8" W 6" W 6" W6" W 6" W 6" W6" W 6" W 6" W 8" WW 8" WW 8" WW 8" W 8" W 6" W15" RCP 15" RCP 24" RCP 18" RCP PC 104+55.99 PT 107+79.73104+00 105+00 106+00 107+00 108+00 20" W 20" W 20" W 12" W 12" W 12" W 12" W 12" W 20" W 12" W12" WSLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES 6" PVC 6" W24" RCP 36" RCP 18"36" RCP D D 30" R CP 18"18"RCP36" 5+00 6+00 7+00 8+00 9+00 10+00 RCP18" RCB4'X4' CLASS III 24" RCP ON 0.83% CLASS III 36" RCP ON 0.20%45° FACTORY WYE1+00 LAT C-058+46.06 LINE C=7+63.23 LINE C=BEGIN 24" RCPEND 36" RCPSQUARE SDMHCONSTRUCT 6'X6'1+00 LAT C-0645° FACTORY WYE1+00 LAT C-096+78.57 LINE C=5+77.02 LINE C=45° FACTORY WYE1+00 LAT C-11BY OTHERS RELOCATED FIBER TO BE 5+49.72 LINE CPROP. 12" WATERLINE C V=3.14 FPS S=0.00191 FT/FT C=20.60 CFS Q100=9.86 CFS V=4.38 FPS S=0.00371 FT/FT C=20.60 CFS Q100=13.76 CFS V=5.68 FPS S=0.00363 FT/FT C=29.82 CFS Q100=40.16 CFS V=6.05 FPS S=0.00412 FT/FT C=29.82 CFS Q100=42.78 CFS V=6.44 FPS S=0.00466 FT/FT C=29.82 CFS Q100=45.51 CFS V=3.93 FPS S=0.00119 FT/FT C=81.79 CFS Q100=62.87 CFS 5+55.75 LINE C=AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 582.51HG 582.69HG 581.85HG 582.20HG 581.35HG 581.54HG 580.71HG 580.93HG 580.51HG 580.61100 YEAR HGL FL 571.01 W/ 18" ENCASEMENT PROP. 12" WATER FL 574.65+/- PROP. 6" WATER 4'x4' RCB ON 0.20%BEGIN 36" RCPEND 4'X4' RCBSQUARE SDMHCONSTRUCT 6'X6'1+00 LAT C-087+00 6+00 5+008+009+0010+00 FL 36"=575.53FL 36"=575.63FL 36"=575.73FL 36"=575.83FL 24"=577.16FL 24"=577.57FL 24"=577.99FL 24"=578.41FL 36"=575.85FL 24"=576.85FL 24"=577.54FL 18"=577.79FL 36"=575.68FL 18"=576.43FL 36"=575.85FL 36"=575.48FL 18"=576.23FL 36"=575.44FL 4'x4'=574.33FL 4'x4'=574.43FL 4'x4'=574.44FL 30"=575.1925' RIM XXX.XX CONSTRUCT 4'X4' SQUARE SDMH PAV STA 96+96.50, 19.50' LT 9+00.25 LINE A= 207MATCHLINE LINE C STA 10+00MATCHLINE LINE C STA 5+00LINE C LAT C-05 LAT C-09 DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 2 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 1 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ LOT 38 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 C-06 LAT 45° FACTORY WYE 1+00.00 LAT C-05 8+46.06 LINE C= END LAT C-05 F.L. 580.70 T.C. 585.20 CL 10' REC. INLET PAV STA 105+00.00, 33.50' RT 1+11.34 LINE C= END LAT C-09 F.L. 579.22 T.C. 583.72 CL 10' REC. INLET PAV STA 106+65.00, 33.50' RT 1+11.29 LAT C-09= END LAT C-11 F.L. 578.37 T.C. 582.87 CL 10' REC. INLET PAV STA 107+65.00, 33.50' RT 1+11.29 LAT C-11= 45° FACTORY WYE 1+00.00 LAT C-09 6+78.57 LINE C= 45° FACTORY WYE 1+00.00 LAT C-11 5+77.02 LINE C= 236.77 LF 24" RCP 207.48 LF 36" RCP 55.75 LF 48" RCP TO BE LOWERED EX. 8" WATER MATCHLINE LINE C STA 10+00MATCHLINE LINE C STA 5+00C-07 LAT END LAT C-06 CONNECT TO PROP. INLET PAV STA 105+50.00, 39.00' LT 1+93.13 LAT C-06= F.L. 579.54 TH 585.54 TOP 586.54 6'x6' SQUARE DROP INLET PAV STA 105+50.00, 42.00' LT BEGIN LAT C-06 BEGIN 24" RCP END 36" RCP RIM 584.00 CONSTRUCT 6'X6' SQUARE SDMH PAV STA 105+89.45, 25.50' RT 1+00.00 LAT C-06 7+63.23 LINE C= C-11 LAT BEGIN LAT C-08 BEGIN 36" RCP END 48" RCP RIM 582.34 SQUARE SDMH CONSTRUCT 6'X6' 25.50' RT PAV STA 107+93.97, 1+00.00 LAT C-08 5+55.75 LINE C= F.L. 578.21 TH 583.71 TOP 584.71 5'x5' SQUARE DROP INLET PAV STA 107.30.00, 42.00' LT END LAT C-08 CONNECT TO PROP. INLET PAV STA 107.30.02, 39.50' LT 1+92.89 LAT C-08=C-10 LAT F.L. 578.28 TH 583.28 TOP 584.28 4'x4' SQUARE DROP INLET PAV STA 108+35.00, 42.00' LT END LAT C-10 CONNECT TO PROP. INLET 40.00' LT PAV STA 108+35.00, 1+92.63 LAT C-10= BEGIN LAT C-07 45° FACTORY WYE 1+00.00 LAT C-07 1+59.06 LAT C-06= END LAT C-07 F.L. 580.63 T.C. 585.13 CL 10' REC. INLET PAV STA 105+50.00, 27.50' LT 1+11.78 LAT C-07= CURVE 2 (CV C-2) CV C-2 C-08 LAT PULL RCP AT JOINTS R = 1,662.17' L = 328.93' T = 165.01' DEG = 3° 26' 49.37" = 11° 20' 18.63" RT E = 2401392.38 N = 7127392.62 PI STA = 7+35.00 PT CV C-2 5+69.99 LINE C PC CV C-2 8+98.92 LINE C STREETMcKINNEY 24" R CP 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-C_03.dgn1:404:42:35 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LINE C STORM DRAIN PLAN & PROFILE 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA CONCRETE E E PARKING AREA PARKING AREA PARKING AREA PARKING AREA S S D D S STREET 4001 E McKINNEY CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC LOT 3 LOT 5R1 LOT 152 LOT 38 LOT 4LOT 3 LOT 1R CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT CAB. B, PG. 71 16' UTILITY EASEMENT WV 8" WW 8" WW 8" W 8" W 6" W6" W 6" W 6" W 12" W 12" W12" W6" W 12" W 20" W20" W20" W 20" W 8" WW 8" WW 8" WW 10" WW8" WW8" WW10" WW8" W12" W15" RCP 18" RCP 18" RCP 18" RCP 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6'x4'BOX CULVERT6'x4'18" RCPB O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW( A BAND O NE D) 1 0" WW8" WW PT 112+56.89 PC 111+52.17109+00 111+00 112+00 113+00 222+00223+00224+0012" W 12" W 20" W 20" W 20" W 12" W 12" W20" W SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W24"D 1+002+003+0018"18"24" RCP18"18" R C P BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" 1+002+003+004+005+00 4'X4' RCBRCB 4'X4' RCB 4'X4' RCB 4'X4' 1+002+005+00 4+00 3+00FL 18"=575.36FL 18"=575.34FL 18"=575.20FL 18"=575.01FL 24"=574.86FL 24"=574.74FL 6'x4'=573.53FL 24"=575.25FL 24"=575.23FL 4'x4'=573.53FL 4'x4'=573.63FL 4'x4'=573.73FL 4'x4'=573.74FL 4'x4'=573.76FL 4'x4'=573.83FL 4'x4'=573.86FL 4'x4'=573.93FL 4'x4'=573.95FL 4'x4'=574.03FL 4'x4'=574.09FL 4'x4'=574.11FL 4'x4'=574.13FL 4'x4'=574.23FL 4'x4'=574.23FL 4'x4'=574.25FL 4'x4'=574.33LINE C BY OTHERS RELOCATED CCTV TO BE V=3.93 FPS FT/FT S=0.00119 C=81.79 CFS Q100=62.87 CFS V=4.32 FPS S=0.00143 FT/FT C=81.79 CFS Q100=69.11 CFS V=4.74 FPS S=0.00172 FT/FT C=81.79 CFS Q100=75.84 CFS V=4.79 FPS S=0.00175 FT/FT C=81.79 CFS Q100=76.58 CFS V=4.84 FPS S=0.00179 FT/FT C=81.79 CFS Q100=77.47 CFS V=5.23 FPS S=0.00210 FT/FT C=81.79 CFS Q100=83.73 CFS V=5.50 FPS S=0.00232 FT/FT C=81.79 CFS Q100=88.08 CFS V=5.59 FPS S=0.00239 FT/FT C=81.79 CFS Q100=89.42 CFS V=6.05 FPS S=0.00280 FT/FT C=81.79 CFS Q100=96.74 CFS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 580.29HG 580.40HG 580.14HG 580.27HG 579.94HG 580.04HG 579.82HG 579.92HG 579.55HG 579.70HG 579.30HG 579.45HG 579.06HG 579.19HG 578.83HG 579.03 HG 578.53100 YEAR HGL OTHERS RELOCATED BY EX. GAS TO BE FL=572.15 (ABANDONED) EX. 10" WWFL 570.82+/- PROP. 6" WATER 4'X4' RCB ON 0.20%45° LAT. CONNECT.1+00.00 LAT C-152+63.32 LINE C =45° LAT. CONNECT.1+00.00 LAT C-172+05.82 LINE C =45° LAT. CONNECT.1+00.00 LAT C-182+16.72 LINE C =45° LAT. CONNECT.1+00.00 LAT C-163+11.49 LINE C =60° LAT. CONNECT.1+00.00 LAT C-133+89.58 LINE C =45° LAT. CONNECT.1+00.00 LAT C-143+77.92 LINE C =45° LAT. CONNECT.1+00.00 LAT C-104+49.23 LINE C=45° LAT. CONNECT.1+00.00 LAT C-124+61.72 LINE C=BEGIN LINE CTOP OF 6'x4' RCBCONSTRUCT MH ON1+98.29 LINE D1+00.00 LINE C=MATCHLINE LINE C STA 5+00MATCHLINE LINE C STA 5+00LINE C LAT C-10 LAT C-13 LAT C-15 LAT C-17 LAT C-16 LAT C-18LAT C-14 N MAYHI LL ROADS MAYHI LL ROAD25.5'END LAT C-13 F.L. 579.41 TOP 583.91 W/2' RIP-RAP APRON TWO-GRATE INLET PAV STA 109+20.00, 45.50' LT 1+80.29 LAT C-13 STREET McKINNEY END LAT C-14 F.L. 577.38 T.C. 581.88 CL 5' STD. INLET PAV STA 109+63.80, 33.50' RT 1+11.31 LAT C-14 END LAT C-15 F.L. 578.36 TOP 583.36 SIX-GRATE INLET PAV STA 110+15.00, 47.50' LT 2+00.28 LAT C-15 END LAT C-16 F.L. 577.17 T.C. 581.67 CL 15' REC. INLET PAV STA 110+30.00, 33.50' RT 1+11.48 LAT C-16 STREET 4001 E McKINNEY CITY OF DENTON LOT 152 END LAT C-18 F.L. 577.84 T.C. 582.34 CL 10' REC. INLET PAV STA 111+25.00, 33.50' RT 1+11.31 LAT C-18 LINE D END LAT C-17 F.L. 579.43 TOP 583.93 W/2' RIP-RAP APRON SIX-GRATE INLET PAV STA 110+75.00, 45.50' LT 1+97.45 LAT C-17 END LAT C-12 F.L. 577.80 T.C. 582.30 CL 20' REC. INLET PAV STA 108+80.00, 33.50' RT 1+11.31 LAT C-12 400 LF 48" RCP C-12 LAT 208 570 575 580 585 590 565 560 555555 560 565 570 575 580 585 590 REFERENCE ONLY TO GRATE INLET. FLUME TO DRAIN GRADE. EXISTING BELOW FINISHED INLET SET 0.1' TOP OF GRATE SLEEVES 6" PVC BEGIN LAT C-17 45° LATERAL CONNECTION 1+00.00 LAT C-17 2+05.82 LINE C = BEGIN LAT C-18 45° LAT. CONNECT. 1+00.00 LAT C-18 2+16.72 LINE C = BEGIN LAT C-15 45° LAT. CONNECT. 1+00.00 LAT C-15 2+63.32 LINE C = BEGIN LAT C-16 45° LAT. CONNECT. 1+00.00 LAT C-16 3+11.49 LINE C = BEGIN LAT C-13 60° LAT. CONNECT. 1+00.00 LAT C-13 3+89.58 LINE C = BEGIN LAT C-14 45° LAT. CONNECT. 1+00.00 LAT C-14 3+77.92 LINE C = BEGIN LAT C-10 45° LAT. CONNECT. 1+00.00 LAT C-10 4+49.23 LINE C = BEGIN LAT C-12 45° LAT. CONNECT. 1+00.00 LAT C-12 4+61.72 LINE C = BEGIN LINE C RIM 583.20' CONSTRUCT MH ON TOP OF 6'x4' RCB PAV STA 112+49.89, 24.10' RT 1+98.29 LINE D 1+00.00 LINE C= 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-E.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-E.dgn1:404:42:37 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP LINE E & LINE F STORM DRAIN PLAN & PROFILE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE S S E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 4301 E McKINNEY STREET CITY OF DENTON LOT 153 LOT 151 (PT) LOT 152 LOT 154 VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT WV 12" W 20" W16" W 2 0" W20" W16" W 20" W 12" W 12" W8" W 8" W 8" W 8" WW 8" WW8" WW 15" CMP 10'x4' RCBCPTZ PC 116+81.83113+00 114+00 115+00 116+00 16" W 16" W10" WW16" W 0+001+00SLEEVES6" PVC SLEEVES6" PVC BOX CULVERT5'x4'18" RCP18"18" RCP 5'X2' RCB 2+002+00 10+00D 10+00FL 5'x4'=576.99FL 5'x4'=577.33FL 5'x4'=577.04FL 5'x2'=577.04FL 18"=578.29X 5'x4'RCB ON 0.50% AT PIPE CL PR. GRADE LINE F BEGIN LINE FCULVERTFOR 5'x4' BOX CH-PW-0CONSTRUCT TXDOT 10+00.00 LINE FEND LINE FCULVERTFOR 5'x4' BOX CH-PW-0CONSTRUCT TXDOT 10+68.00 LINE FCONNECT LINE GCONNECT LINE E1+02.93 LINE G1+00.00 LINE E=10+11.50 LINE F=AT PIPE CL EX. GRADE HG 580.27HG 579.53HG 579.49 PARTIAL FLOW V=7.25 FPS S=0.00350 FT/FT C=173.42 CFS Q100=145.01 CFS PARTIAL FLOW V=4.50 FPS S=0.00135 FT/FT C=173.42 CFS Q100=89.95 CFSHG 580.66HG 580.341+002+00 FL 18"=578.29FL 18"=578.79FL 18"=579.29FL 18"=579.60FL 5'x4'=577.04FL 18"=579.50LINE E BEGIN LINE EPROP. 5'x4' RCBCONNECT TO10+11.50 LINE F1+00.00 LINE E=SQUARE SDMHCONSTRUCT 4'X4'2+20.04 LINE E=END LINE E10' REC. INLET2+29.94 LINE E=CLASS III 18" RCP ON 1.00% AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 579.53HG 580.26FLOW PARTIAL 100 YEAR HGL PARTIAL FLOW V=1.41 FPS S=0.00056 FT/FT C=10.52 CFS Q100=2.49 CFS FL=572.32 W/ 18" ENCASEMENT PROP. 10" WW LINE G McKINNEY STREET 25.5'LINE E LINE F REFERENCE ONLY 209S MAYHI LL ROADBEGIN LINE E CONNECT TO LINE F PAV STA 115+26.63, 25.50' RT 1+02.93 LINE G= 10+11.50 LINE F= 1+00.00 LINE E= RIM 583.75 CONSTRUCT 4'X4' SQUARE SDMH PAV STA 114+06.00, 25.50' RT STA 2+20.04 LINE E 229.94 LF 18" RCP 68 LF 5'x4' RCB 575 580 585 590 595 570 565560 565 570 575 580 585 590 595 600 575 580 585 590 595 570 565 600 560 565 570 575 580 585 590 595 END LINE E F.L. 579.60 T.C. 584.10 CL 10' REC. INLET PAV STA 114+00.00, 33.50' RT 2+29.94 LINE E SLEEVES6" PVC SLEEVES 6" PVC BEGIN LINE F 30 SY TYPE R STONE RIPRAP FOR 5'x4' BOX CULVERT CONSTRUCT TXDOT CH-PW-0 PAV STA 115+26.63, 37.00' RT 10+00.00 LINE F END LINE F 47 SY TYPE R STONE RIPRAP FOR 5'x4' BOX CULVERT CONSTRUCT TXDOT CH-PW-0 PAV STA 115+26.63, 31.00' LT 10+68.00 LINE F 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-G_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-G_01.dgn1:404:42:40 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE G STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE S S E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 4301 E McKINNEY STREET CITY OF DENTON 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 153 LOT 151 (PT) LOT 159LOT 154 VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT BAYLOR UNIVERSITY LOT 151 (PT) WV 12" W 20" W16" W 2 0" W16" W 16" W 20" W 12" W 12" W8" W 8" W 8" W 8" W 8" WW 8" WW8" WW 8" WW 15" CMP 15" CMP 10'x4' RCBCPTZ PC 116+81.83114+00 115+00 116+00 117+00 118+00 16" W 16" W10" WW16" W 16" W 16" WSLEEVES6" PVC SLEEVES6" PVC BOX CULVERT5'x4'18" RCP18"18" RCP 18"5'X2' RCB5'X2' RCB 5'X2' RCB 18" RCPRCP 24" 2+00 3+00 4+002+00 10+00D 1+00 2+00 3+00 4+00 FL 5'x2'=578.37FL 5'x2'=578.11FL 5'x2'=577.85FL 5'x2'=577.59FL 5'x2'=577.33FL 5'x2'=577.23FL 5'x2'=577.13FL 5'x4'=577.04FL 5'x2'=577.38FL 18"=577.63FL 18"=577.83FL 5'x2'=577.58FL 5'x2'=577.04LINE G 5'x2' RCB ON 0.52% 5'x2' RCB ON 0.20%CONNECTION45° LATERAL1+00.00 LAT G-012+98.20 LINE G =BEGIN LINE GPROP. 5'x4' RCBCONNECT TO10+11.50 LINE F1+02.93 LINE G=PVI2+50.00 LINE G=CONNECTION45° LATERAL TOP OF 5'X2' RCBCONSTRUCT MH ON1+00.00 LAT G-022+58.55 LINE G=Q100=54.14 CFS C=65.68 CFS S=0.00351 FT/FT V=5.41 FPS Q100=58.09 CFS C=65.68 CFS S=0.00405 FT/FT V=5.81 FPS Q100=60.42 CFS C=40.85 CFS S=0.00438 FT/FT V=6.04 FPS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 580.27HG 579.53HG 581.35HG 581.05HG 581.70HG 581.51HG 581.01HG 580.91100 YEAR HGL Q100=60.42 CFS C=65.68 CFS S=0.00438 FT/FT V=6.04 FPS MATCHLINE LINE G STA 4+50MATCHLINE LINE G STA 4+50210 LAT G-02 LAT G-01 LINE G McKINNEY STREET 25.5'LINE E LINE F REFERENCE ONLY END LAT G-02 F.L. 579.03 T.C. 583.53 CL 10' REC. INLET PAV STA 117+35.00, 27.50' LT 1+74.78 LAT G-02 END LAT G-01 F.L. 578.60 T.C. 583.10 CL 15' REC. INLET PAV STA 117+30.00, 33.50' RT 1+11.30 LAT G-01 BEGIN LAT G-01 45° LATERAL CONNECTION 1+00.00 LAT G-01 2+98.20 LINE G = 575 580 585 590 595 570 565 560 575 580 585 590 595 570 565 560 BEGIN LINE G 90° CONNECTION TO LINE F PAV STA 115+26.63, 25.50' RT 1+00.00 LINE E 10+11.50 LINE F= 1+02.93 LINE G= 347.07 LF 5'X2' RCB CURVE 1 (CV G-1) PC CV G-1 2+58.13 LINE G CV G-1 PULL RCP AT JOINTS R = 11,435.66' L = 311.81' T = 305.98' DEG = 0° 30' 03.70" = 3° 03' 55.13" RT E = 2402428.10 N = 7127137.01 PI STA = 5+64.11 BEGIN LAT G-02 RIM 582.87 ON TOP OF 5'X2' RCB CONSTRUCT MANHOLE PAV STA 116+82.25, 25.50' RT 1+00.00 LAT G-02 2+58.55 LINE G= 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-G_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-G_02.dgn1:404:42:42 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE G STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA PBX PBX DBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON LOT 151 (PT) LOT 161 LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY WV WV FM 16" W 16" W 16" W 8" W 8" W 8" W8" WW 8" WW 8" WW 8" WW 15" CMP 15" CMP 18" CMP 16" W 119+00 120+00 121+00 122+00 123+00 16" W 16" W 16" W16" W SLEEVES6" PVC 6" PVC SLEEVES 6" PVC SLEEVES 5'X2' RCB 5'X2' RCB 24" RCP 24" RCP5'X2' RCB18"36" RCP5+00 6+00 7+00 8+00 9+00RCB 5'X3' CLASS III36" RCP ON 0.52% 5'x2' RCB ON 0.52% BOP 577.96 ± LINE G CONNECTION45° LATERAL1+00 LAT G-045+52.62 LINE G=CONNECTION45° LATERAL1+00 LAT G-066+62.16 LINE G=Q100=54.14 CFS C=65.68 CFS S=0.00351 FT/FT V=5.41 FPS Q100=45.36 CFS C=65.68 CFS S=0.00247 FT/FT V=4.54 FPS Q100=41.83 CFS C=65.68 CFS S=0.00210 FT/FT V=4.18 FPS Q100=29.97 CFS C=65.68 CFS S=0.00108 FT/FT V=3.00 FPS Q100=29.97 CFS C=47.94 CFS S=0.00202 FT/FT V=4.24 FPS 45° FACTORY WYE1+00 LAT G-035+07.99 LINE G=RELOCATED BY OTHERS & FIBER TO BE CTV, GAS,5'X3' RCB5'X2' RCB TOTRANSITION FROM8+58.77 LINE GON 0.52% 5'X3' RCB BEGIN 36" RCPEND 5'X3' RCB8+72.94 LINE GEND LINE GEND 36" RCPDROP INLETCONSTRUCT 6'X6'9+52.94 LINE GTOP OF 5'X3' RCBCONSTRUCT MH ON8+69.94 LINE GAT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 582.65HG 582.43HG 582.88HG 582.76HG 583.27HG 583.11 STANDARD DETAILS CITY OF DENTON ACCORDING TO BE LOWERED EX. 8" WATER TO 100 YEAR HGL FLOW PARTIAL 5+00 6+00 7+00 8+00 9+00FL 36"=580.70FL 5'x2'=580.18FL 5'x2'=579.92FL 5'x2'=579.66FL 5'x2'=579.40FL 5'x2'=579.14FL 5'x2'=578.89FL 5'x2'=578.63FL 5'x2'=578.37FL 36"= 580.97FL 24"= 579.47FL 5'X2'=579.47FL 5'X2'=580.44FL 18"= 579.15FL 5'X2'=578.90FL 24"= 578.67FL 5'X2'=578.67FL 36"=580.95FL 5'X2'=580.48FL 5'X3'=580.48FL 5'X2'=580.56FL 5'X3'=580.56211 LAT G-06LAT G-03 LINE G LINE G MATCHLINE LINE G STA 4+50MATCHLINE LINE G STA 4+00MATCHLINE LINE G STA 4+50408.77 LF 5'X2' RCB END LAT G-06 F.L. 581.19 T.C. 586.19 CL 20' REC. INLET PAV STA 121+40.00, 27.50' LT 1+75.13 LAT G-06= END LAT G-04 F.L. 580.45 T.C. 584.95 CL 10' REC. INLET PAV STA 119+85.00, 33.50' RT 1+11.32 LAT G-04= 575 580 585 590 595 570 565 560 560 565 570 575 580 585 590 595 45° LATERAL CONNECTION 1+00.00 LAT G-06 6+62.16 LINE G= 45° LATERAL CONNECTION 1+00.00 LAT G-03 5+07.99 LINE G= 45° LATERAL CONNECTION 1+00.00 LAT G-04 5+52.62 LINE G= LAT G-04 TO BE LOWERED EX. 8" WATER 25.5'PLUG 5'X3' RCB BEGIN 36" RCP END 5'X3' RCB 5'X3' RCB 90° CONNECTION TO 8+72.94 LINE G= TO 5'X3' RCB TRANSITION FROM 5'X2' RCB 8+58.77 LINE G 80 LF 36" RCPRCB* 5'X3' 16 LF TO PLUG *MEASURED CONTRACT OTHERS, BEGIN WORK THIS END WORK TO BE DONE BY INLET LOCATION BY OTHERS INSTALLED AND PLUGGED AT STA 119+50 LAT G-03 TO BE END LAT G-03 F.L. 579.95 T.C. 584.95 CL 20' REC. INLET PAV STA 119+85.00, 27.50' LT 1+74.78 LAT G-03= F.L. 580.97 TH 587.47 TOP 588.47 4'x4' SQUARE DROP INLET 59.50' LT PAV STA 122+95.00, END LINE G CONNECT TO PROP. INLET 57.50' LT PAV STA 122+95.00, 9+52.94 LINE G PT CV G-1 RIM 586.77' PAV STA 122+95.00, 25.50' RT ON TOP OF 5'X3' RCB CONSTRUCT MANHOLE 8+69.94 LINE G= CURVE 1 (CV G-1) PULL RCP AT JOINTS R = 11,435.66' L = 311.81' T = 305.98' DEG = 0° 30' 03.70" = 3° 03' 55.13" RT E = 2402428.10 N = 7127137.01 PI STA = 5+64.11 CV G-1 STREETMcKINNEY 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-H_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-H_01.dgn1:404:42:45 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE H STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 151 (PT) LOT 168 LOT 169 VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 99-R0 0 7 7 3 0 9 2 0' PUBLI C UTI LI TY EAS EMENTVOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY FM 16" W 16" W 8" WW 8" WW6" W 6 " W6 " W8" W 15" RCP 15" RCP 21" RCP 21" RCP 21" RCP PC 129+61.61126+00 127+00 128+00 129+00 130+00 16" W 16" W 16" W 16" W 16" W SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC D 7+00 4+005+006+00 18" RCP18" RCP36" R C P 18" RCP 36" RCP 36" RCP18"18" RCPD 36" RCP RCP 24" 4'x3' RCB END LINE H10' REC. INLET7+43.07 LINE H60°FACTORY WYE1+00.00 LAT H-015+97.91 LINE H=45°FACTORY WYE1+00.00 LAT H-026+71.02 LINE H=LINE H V=4.75 FPS S=0.00254 FT/FT C=44.23 CFS Q100=33.60 CFS V=3.04 FPS S=0.00087 FT/FT C=92.29 CFS Q100=36.47 CFS CLASS III PROP. 36" RCP ON 0.44% V=3.80 FPS S=0.00163 FT/FT C=44.23 CFS Q100=26.88 CFS 45°FACTORY WYE1+00.00 LAT H-055+33.58 LINE H=CLASS III ON 0.44% PROP. 36" RCP BEGIN 18" RCPEND 36" RCPSQUARE SDMHCONSTRUCT 4'X4'7+33.17 LINE H=4.75% 18" RCP ON PROP. CLASS III V=1.41 FPS S=0.00056 FT/FT C=22.89 CFS Q100=2.49 CFS V=0.35 FPS S=0.00001 FT/FT C=44.23 CFS Q100=2.49 CFS V=0.68 FPS S=0.00005 FT/FT C=44.23 CFS Q100=4.84 CFS AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE BEGIN 36" RCPEND 4'X3' RCBSQUARE SDMHCONSTRUCT 6'X6'1+00.00 LAT H-044+78.89 LINE H=RCB ON 0.56% PROP. 4'X3' CONNECTION45°LATERAL1+00.00 LAT H-064+03.32 LINE H=HG 585.21HG 585.31HG 585.10HG 585.20HG 585.00HG 585.10HG 584.78HG 585.00HG 584.49HG 584.67HG 584.25HG 584.35HG 584.09HG 584.19100 YEAR HGL 4+005+006+007+00FL 18"= 582.67FL 36"= 580.55FL 36"= 580.33FL 36"= 580.11FL 36"= 579.89FL 36"= 579.67FL 36"= 580.10FL 36"= 580.10FL 36"= 580.42FL 18"= 581.17FL 36"= 579.82FL 18"= 580.57FL 36"= 580.70FL 18"= 582.20FL 4'X3'= 579.14FL 4'X3'= 579.42FL 4'X3'= 579.58FL 18"= 580.33FL 36"= 579.58FL 4'X3'= 579.16FL 18"= 579.91585 580 570 565 575 590 595MATCHLINE LINE H STA 4+00MATCHLINE LINE H STA 4+00585 580 570 565 575 590 595 LAT H-06 EX. R.O.W EX. R.O.W LINE H 212 STREET McKINNEY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 99-R0077309 20' PUBLIC UTILITY EASEMENT ROADCARPENTER 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 169 LAT H-04LAT H-05LAT H-01LAT H-02 25.5'BEGIN LAT H-01 60° FACTORY WYE 1+00.00 LAT H-01 5+97.91 LINE H = END LINE H F.L. 582.67 T.C. 587.17 CL 10' REC. INLET PAV STA 126+54.63, 33.50' RT STA 7+43.07 LINE H = BEGIN LAT H-02 45° FACTORY WYE 1+00.00 LAT H-02 6+71.02 LINE H = END LAT H-02 F.L. 582.67 T.C. 587.17 CL 10' REC. INLET PAV STA 126+70.37, 27.50' LT 1+74.95 LAT H-02 = END LAT H-04 F.L. 581.67 T.C. 586.67 CL 10' REC. INLET PAV STA 128+65.00, 27.50' LT 1+74.95 LAT H-04 = END LAT H-06 F.L. 581.80 T.C. 586.30 CL 10' REC. INLET 27.50' LT PAV STA 129+38.50, 1+74.70 LAT H-06 = 254.28 LF 36" RCP LINE H BEGIN LAT H-05 45° FACTORY WYE 1+00.00 LAT H-05 5+33.58 LINE H= INSTALL 22.5° BEND 1+09.69 LAT H-05 INSTALL 22.5° BEND 1+20.03 LAT H-05 F.L. 580.36 T.H. 586.36 TOP 587.36 CONSTRUCT 5'X5' DROP INLET PAV STA 127+50.00, 57.50' LT F.L. 580.94 T.H. 585.94 TOP 586.94 CONSTRUCT 2'X2' DROP INLET PAV STA 128+50.00, 35.50' LT END LAT H-01 CONNECT TO PROP. INLET PAV STA 127+50.00, 55.00' LT 1+92.96 LAT H-01= END LAT H-05 CONNECT TO PROP. INLET PAV STA 128+50.00, 34.50' LT 1+63.63 LAT H-05 = BEGIN 18" RCP END 36" RCP RIM 586.78 CONSTRUCT 4'X4' SQUARE SDMH PAV STA 126+60.63, 25.50' RT STA 7+33.17 LINE H 9.90 LF 18" RCP BEGIN LAT H-06 45° LATERAL CONNECTION 1+00.00 LAT H-06 4+03.32 LINE H = BEGIN LAT H-04 BEGIN 36" RCP END 4'X3' RCB RIM 586.02 CONSTRUCT 6'X6' SQUARE SDMH PAV STA 129+15.50, 25.50' RT 1+00.00 LAT H-04= 4+78.89 LINE H = 78.89 LF 4'X3' RCB 600600 CURVE 1 (CV H-1) PULL RCP AT JOINTS R = 6,224.50' L = 332.78' T = 166.43' DEG = 0° 55' 13.76" = 3° 03' 47.57" LT E = 2403807.22 N = 7126709.39 PI STA = 2+66.43 CV H-1 PC CV H-1 4+32.78 LINE H 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-H_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-H_02.dgn1:404:42:47 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE H STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE PBX E 36" TREE 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 150 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT BCI REAL ESTATE VENTURES,LP LOT 151 (PT) WV WV WVFM16" W 16" W 16" W 8" W 8" W 8" W 10" W 10" W 24" RCP 27" RCP 15" R C P 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CPRCBCEX.9'X6' 130+00 131+00 132+00 133+00 134+00 135+00 16" W 16" W 16" W 16" W 16" W 1 0 " W6" PVC SLEEVES 6" PVC SLEEVES BOX CULVERT3-6'x3'D 1+002+00 3+00 4+00 2+00 3+00 18" 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP24" RCP24"24"18"RCB 5'X3'18" RCP10+004'X3' RCB 4'X3' RCB LINE H ON 0.56% PROP. 5'X3' RCB V=3.24 FPS S=0.00099 FT/FT C=92.29 CFS Q100=38.92 CFS V=3.46 FPS S=0.00112 FT/FT C=92.29 CFS Q100=41.50 CFS V=4.05 FPS S=0.00154 FT/FT C=92.29 CFS Q100=48.56 CFS AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE 4'X3' RCB5'X3' RCB TO TRANSITION FROM1+93.06 LINE HCONNECTION45° LATERAL 1+00.00 LAT H-101+84.47 LINE H=CONNECTION45° LATERAL 1+00.00 LAT H-121+82.37 LINE H=RCB ON 0.56% PROP. 4'X3' CONNECTION45°LATERAL1+00.00 LAT H-083+36.74 LINE H=CONNECTION45°LATERAL1+00.00 LAT H-072+89.39 LINE H=V=4.56 FPS S=0.00174 FT/FT C=122.47 CFS Q100=68.45 CFS HG 584.09HG 584.19HG 583.92HG 584.02HG 583.75HG 583.87HG 583.47HG 583.60HG 582.38HG 583.31BEGIN LINE H6'x3' RCBCONNECT TO10+11.51 LINE I1+00.00 LINE H=100 YEAR HGL BY OTHERS RELOCATED TO BE EX. GAS BY OTHERS TO BE RELOCATED EX. FIBER 1+002+003+004+00 FL 5'X3'= 577.75FL 6'X3'= 577.47FL 5'X3'= 577.47FL 36"= 577.94FL 5'X3'= 577.94FL 5'X3'= 577.93FL 18"= 578.68FL 4'X3'= 578.03FL 4'X3'= 578.31FL 4'X3'= 578.58FL 4'X3'= 578.86FL 4'X3'= 579.14FL 4'X3'= 578.79FL 18"= 579.54FL 4'X3'= 578.53FL 24"= 579.03X X LINE I PR. GRADE AT PIPE CLBEGIN LINE IBOX CULVERTSW-0 FOR 3-6'x3'CONSTRUCT TXDOT10+00.00 LINE I4'x3'RCBCONNECT TO1+00.00 LINE H10+11.51 LINE I=30" RCPCONNECT TO1+00.00 LINE J10+11.48 LINE I=END LINE IBOX CULVERT3-6'x3'CH-PW-0 FORCONSTRUCT TXDOT10+68.00 LINE ION 0.88%3-6'x3'RCB V=8.41 FPS S=0.00541 FT/FT C=193.01 CFS Q100=151.35 CFS V=6.57 FPS S=0.00331 FT/FT C=193.01 CFS Q100=118.33 CFS18" RCPCONNECT TO 45°FACTORY WYE1+00.00 LAT I-0210+40.27 LINE I=EX. GROUND AT PIPE CL V=6.69 FPS S=0.00342 FT/FT C=193.01 CFS =120.41 CFS Q100 (PER BOX)HG 582.38HG 582.38HG 582.67HG 582.48HG 582.96HG 582.76HG 582.32 100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER BY OTHERS TO BE RELOCATED EX. CCTV FL 3-6'x3'=577.97FL 30"=577.66FL 3-6'x3'=577.39FL 3-6'x3'=577.47FL 4'x3'=577.47FL 3-6'x3'=577.72FL 18"=578.2610+00 11+00FL 3-6'x3'=577.37EX. R.O.WMATCHLINE LINE H STA 4+00EX. R.O.W McKINNEY STREET MATCHLINE LINE H STA 4+00213 LINE I LAT I-02 LAT H-08 LINE J END LINE I 84 SY TYP R STONE RIPRAP FOR 3-6'x3' BOX CULVERT CONSTRUCT TXDOT CH-PW-0 PAV STA 133+03.37, 31.00' LT 10+68.00 LINE I H-07 LAT END LAT H-07 F.L. 580.74 T.C. 585.74 CL 10' REC. INLET 27.50' LT PAV STA 130+50.00, 1+74.65 LAT H-07 = END LAT H-08 F.L. 581.24 T.C. 585.74 CL 10' REC. INLET PAV STA 130+50.00, 33.50' RT 1+11.32 LAT H-08 = END LAT H-12 F.L. 580.46 T.C. 584.96 CL 10' REC. INLET PAV STA 132+05.00, 33.50' RT 1+08.11 LAT H-12= BEGIN LINE I 58 SY TYP R STONE RIPRAP FOR 3-6'x3' BOX CULVERT CONSTRUCT TXDOT SW-0 PAV STA 133+03.47, 37.00' RT 10+00.00 LINE I END LAT I-02 F.L. 579.94 T.C. 584.44 CL 15' REC. INLET PAV STA 133+37.50, 27.50' LT 1+34.08 LAT I-02 BEGIN LAT H-11 45°FACTORY WYE 1+00.00 LAT H-11 1+42.90 LAT H-10 = BEGIN LAT H-09 45°FACTORY WYE 1+00.00 LAT H-09 1+50.64 LAT H-07 =25.5'93.06 LF 5'x3' RCB 68 LF 3-6'x3' RCB 575 570 565 580 585 590 595 565 570 575 580 585 590 595 END LAT H-11 CONNECT TO PROP. INLET PAV STA 131+80.96, 74.77' LT 1+69.86 LAT H-11 END LAT H-09 PROP. INLET CONNECT TO 40.00' LT PAV STA 130+70.00, 1+29.59 LAT H-09, H-09LAT H-10 LAT F.L. 580.81 TOP 586.81, TH 585.81 DROP INLET CONSTRUCT 4'X4' 42.00' LT PAV STA 130+70.00, H-12 LAT F.L. 579.40 T.C. 585.40 CL STD. 15' INLET 83.64' LT PAV STA 131+08.64, END LAT H-10 79.08' LT 131+08.50, PAV STA 2+46.70 LAT H-10 LOWERED TO BE WATER EX. 8" LOWERED TO BE WATER EX. 8" RCP AND PLUG STUB OUT 28 LF 24" 2+06.26 LAT H-07 BEGIN LAT H-08 45° LATERAL CONNECTION 1+00.00 LAT H-08 3+36.74 LINE H = BEGIN LAT H-07 45° LATERAL CONNECTION 1+00.00 LAT H-07 2+89.39 LINE H =WAYRYAN HLINE BEGIN LAT H-10 45° LATERAL CONNECTION 1+00.00 LAT H-10 1+84.47 LINE H = BEGIN LAT H-12 45° LATERAL CONNECTION 1+00.00 LAT H-12 1+82.37 LINE H = F.L. 578.52 T.C. 584.52 CL STD. NCTCOG 15' INLET, 5' WIDTH PAV STA 131+78.94, 82.41' LT 4'X3' RCB TO 5'X3' RCB TRANSITION FROM 1+93.06 LINE H 206.94 LF 4'X3' RCB 600 575 570 565 580 585 590 595 600 600 CURVE 1 (CV H-1) PULL RCP AT JOINTS R = 6,224.50' L = 332.78' T = 166.43' DEG = 0° 55' 13.76" = 3° 03' 47.57" LT E = 2403807.22 N = 7126709.39 PI STA = 2+66.43 CV H-1 PT CV H-1 BEGIN LINE H CONNECT TO 3-6'x3' BOX CULVERT PAV STA 132+95.76, 25.50' RT 10+11.51 LINE I 1+00.00 LINE H = LAT H-11 BEGIN LAT I-02 CONNECT TO 3-6'x3' BOX CULVERT PAV STA 133+11.07, 3.29' LT 10+40.27 LINE I 1+00.00 LINE H = 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-J_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-J_01.dgn1:404:42:50 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP LINE J STORM DRAIN PLAN & PROFILE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETEE 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 150 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT WV WV FM16" W 16" W 8" W 8" W 10" W 10" W 10" W 16" W 27" RCP 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CP24" RCP RCBCEX.9'X6' 132+00 133+00 134+00 135+00 136+00 16" W 16" W 16" W 16" W 1 0 " W6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES BOX CULVERT3-6'x3'D 1+002+00 2+00 3+00 4+00 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP 18"RCB 5'X3'18" RCP10+004'X3' RCB CLASS III30" RCP ON 0.87% CLASS III24" RCP ON 0.88%45° FACTORY WYE1+00.00 LAT J-022+33.98 LINE J=LINE J 45° FACTORY WYE1+00.00 LAT J-034+38.65 LINE J=45° FACTORY WYE1+00.00 LAT J-001+19.47 LINE J=BEGIN LINE J3-6'x3' RCBCONNECT TO10+11.48 LINE I1+03.72 LINE J=V=3.89 FPS S=0.00217 FT/FT C=38.46 CFS Q100=19.08 CFSV=4.90 FPS S=0.00345 FT/FT C=38.13 CFS Q100=24.06 CFS V=5.51 FPS S=0.00436 FT/FT C=38.13 CFS Q100=27.05 CFS V=4.58 FPS S=0.00407 FT/FT C=21.21 CFS Q100=14.40 CFSBEGIN 24" RCPEND 30" RCPSQUARE SDMHCONSTRUCT 4'x4'1+00 LAT J-012+62.66 LINE J=V=3.38 FPS S=0.00222 FT/FT C=21.21 CFS Q100=10.63 CFS AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 583.31HG 582.38HG 583.57HG 583.38HG 584.16HG 583.97HG 584.32HG 584.22HG 585.23HG 585.04100 YEAR HGL 3+00 4+002+001+00 FL 30"=577.66FL 30"=578.06FL 30"=578.50FL 24"=579.43FL 24"=579.87FL 24"=580.31FL 24"=580.75FL 24"=581.19FL 24"=581.09FL 30"=579.04FL 30"=578.79FL 18"=579.29FL 18"=581.34FL 18"=578.30FL 30"=577.80FL 6'x3'=577.39FL 24"=579.54FL 18"=579.79585 580 570 565 575 590 595 600 McKINNEY STREET EX. R.O.W 585 580 570 565 575 590 595 600MATCHLINE LINE J STA 4+50MATCHLINE LINE J STA 4+50RYAN WAYLAT J-02 LAT J-03 18" RCP EX. R.O.W 214 LAT J-01 25.5'LOT 1 E McKINNEY STREET KIM Y PHAM LAT J-00 END LAT J-00 F.L. 579.94 T.C. 584.44 CL 10' REC. INLET PAV STA 133+35.00, 33.50' RT 1+11.31 LAT J-00 END LAT J-01 F.L. 581.93 T.C. 586.43 CL 10' REC. INLET PAV STA 135+00.00, 27.50' LT 1+60.80 LAT J-01 LINE H LINE I 158.94 LF 30" RCP 187.34 LF 24" RCP BEGIN 24" RCP END 30" RCP 2+39.88 LINE J LINE J BEGIN LAT J-01 BEGIN 24" RCP END 30" RCP RIM 585.52 CONSTRUCT 4'x4' SQUARE SDMH PAV STA 134+70.74, 25.50' RT 1+00.00 LAT J-01 2+62.66 LINE J= BEGIN LAT J-03 45° FACTORY WYE PAV STA 136+47.63, 25.50' RT 1+00.00 LAT J-03 4+38.65 LINE J = END LAT J-02 F.L. 581.05 T.C. 585.55 CL 10' REC. INLET PAV STA 134+50.00, 33.50' RT 1+11.32 LAT J-02 BEGIN LAT J-00 45° FACTORY WYE PAV STA 133+26.97, 25.50' RT 1+19.47 LINE J 1+00.00 LAT J-00= BEGIN LAT J-02 45° FACTORY WYE PAV STA 134+41.95, 25.50' RT 1+00.00 LAT J-02 2+33.98 LINE J = CURVE 1 (CV J-1) PULL RCP AT JOINTS R = 6,224.50' L = 716.54' T = 358.67' DEG = 0° 55' 13.76" = 6° 35' 44.32" RT E = 2404309.61 N = 7126510.23 PI STA = 4+62.39 CV J-1 PC CV J-1 BEGIN LINE J CONNECT TO 3-6'x3' BOX CULVERT 10+11.48 LINE I 1+03.72 LINE J= 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-J_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-J_02.dgn1:404:42:52 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP LINE J STORM DRAIN PLAN & PROFILE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V S 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1, BLOCK A CAB. H, PG. 6220' UTILITY EASEMENT CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT CAB. E, PG. 3304' SIDEWALK EASEMENT WV WV WV FM 10" W 10" W 10" W 16" W 16" W 16" W 8" W8" W10" WW 10" WW10"WW PT 140+30.62137+00 138+00 139+00 140+00 141+00 16" W 16" W 16" W 16" W 16" W 6" PVC SLEEVES D 5+00 6+00 7+00 8+00 9+0018" RCP 24" RCP 18" RCP 18"24" RCP 18"RCP CLASS III24" RCP ON 0.88% CLASS III24" RCP ON 0.88% LINE J 45° FACTORY WYE1+00.00 LAT J-046+47.80 LINE J=END LINE J10' REC. INLET9+26.59 LINE JV=3.38 FPS S=0.00222 FT/FT C=21.21 CFS Q100=10.63 CFS V=2.08 FPS S=0.00084 FT/FT C=21.21 CFS Q100=6.53 CFS V=1.46 FPS S=0.00041 FT/FT C=21.21 CFS Q100=4.58 CFS CLASS III18" RCP ON 3.50%BEGIN 18" RCPEND 24" RCPSQUARE SDMHCONSTRUCT 4'x4'8+51.63 LINE JAT PIPE CL PR. GRADE AT PIPE CL EX. GROUNDHG 585.83HG 585.70100 YEAR HGL FLOW PARTIAL PARTIAL FLOW V=2.59 FPS S=0.00191 FT/FT C=19.66 CFS Q100=4.58 CFS 45° FACTORY WYE1+00.00 LAT J-068+31.63 LINE J=FL 581.86+/- EX. 10" WW RELOCATED BY OTHERS CABLE TO BE EX. TRAFFIC SIGNAL BY OTHERS RELOCATED TO BE EX. CCTV BY OTHERS RELOCATED TO BE EX.GAS 5+00 6+00 7+00FL 24"=581.63FL 24"=582.07FL 24"=582.51FL 24"=582.95FL 24"=583.39FL 24"=583.83FL 24"=584.27FL 24"=584.71FL 18"=586.92FL 18"=587.858+00 9+00FL 24"=584.72FL 24"=582.93FL 18"=583.18FL 24"=581.19FL 18"=585.22FL 18"=584.80FL 24"=584.55585 580 570 605 575 590 595 600 585 580 570 605 575 590 595 600MATCHLINE LINE J STA 4+50MATCHLINE LINE J STA 4+50LAT J-03 LINE J LINE J EX. R.O.W EX. R.O.W McKINNEY STREET CL McKINNEY STREET LAT J-04 END LINE J F.L. 587.85 T.C. 592.35 CL 10' REC. INLET PAV STA 141+15.50, 27.50' LT 9+26.59 LINE J END LAT J-03 F.L. 584.70 T.C. 589.20 CL 10' REC. INLET PAV STA 137, 27.50' LT 1+74.51 LAT J-03 END LAT J-4 F.L. 586.30 T.C. 590.80 CL 10' REC. INLET PAV STA 139+10.00, 27.50' LT 1+74.63 LAT J-04 END LAT J-06 F.L. 587.36 T.C. 591.86 CL 10' REC. INLET PAV STA 140+50.00, 33.50' RT 1+11.32 LAT J-0625.5'401.63 LF 24" RCP 74.96 LF 18" RCP 215 BEGIN LAT J-04 45° FACTORY WYE PAV STA 138+91.95, 25.50' RT 1+00.00 LAT J-04 6+47.80 LINE J= BEGIN 18" RCP END 24" RCP RIM 591.58 CONSTRUCT 4'x4' SQUARE SDMH PAV STA 140+64.00, 25.50' RT 8+51.63 LINE J J-06 LAT PT CV J-1 8+20.26 LINE JCV J-1 CURVE 1 (CV J-1) PULL RCP AT JOINTS R = 6,224.50' L = 716.54' T = 358.67' DEG = 0° 55' 13.76" = 6° 35' 44.32" RT E = 2404309.61 N = 7126510.23 PI STA = 4+62.39 BEGIN LAT J-06 45° FACTORY WYE PAV STA 140+42.00, 25.50' RT 1+00.00 LAT J-06 8+31.63 LINE J= 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-K_01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-K_01.dgn1:404:42:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE K STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 LOT 147B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT FM 16" W 16" W 8" WW 8" WW 8" WW 8" WW6" WW145+00 146+00 147+00 148+00 16" W 16" W 16" W 16" W D 4+005+006+007+0018"RCP18"18" RCP 18" RCP 18" RCP CLASS III 18" RCP ON 2.62% CLASS III 18" RCP ON 0.72%END LINE K10' REC. INLET7+61.38 LINE KSQUARE SDMHCONSTRUCT 4'x4'6+87.85 LINE K45° FACTORY WYE1+00.00 LAT K-026+61.43 LINE K=LINE K V=2.30 FPS S=0.00151 FT/FT C=17.00 CFS Q100=4.07 CFS V=2.30 FPS S=0.00151 FT/FT C=8.93 CFS Q100=4.07 CFS V=4.38 FPS S=0.00546 FT/FT C=8.89 CFS Q100=7.74 CFS AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 584.94HG 585.04HG 584.73HG 584.83HG 584.45HG 584.69100 YEAR HGL 4+005+006+007+00 FL 18"=579.12FL 18"=579.48FL 18"=579.84FL 18"=580.20FL 18"=580.56FL 18"=580.92FL 18"=582.82FL 18"=583.12FL 18"=581.19FL 18"=581.00585 580 570 565 575 590 595 McKINNEY STREET 585 580 570 565 575 590 595MATCHLINE LINE K STA 4+00MATCHLINE LINE K STA 4+00LAT K-02 LINE K LINE K LAT K-03 600600 END LINE K F.L. 583.12 T.C. 587.62 CL 10' REC. INLET PAV STA 145+50.00, 27.50' LT 7+61.38 LINE K 18" RCP25.5'361.38 LF 18" RCP END LAT K-02 F.L. 582.19 T.C. 586.69 CL 10' REC. INLET PAV STA 146+20.00, 33.50' RT 1+11.31 LAT K-02 END LAT K-03 F.L. 580.42 T.C. 584.92 CL 10' REC. INLET PAV STA 148+70.00, 27.50' LT 1+74.95 LAT K-03 RIM 586.50 CONSTRUCT 4'x4' SQUARE SDMH PAV STA 146+01.00, 25.50' RT 6+87.85 LINE K = BEGIN LAT K-02 45° FACTORY WYE 1+00.00 LAT K-02 6+61.43 LINE K = 216 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-K_02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-K_02.dgn1:404:42:57 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD LINE K STORM DRAIN PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE E S S S E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147B LOT 1 LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT WV WV FMFM 16" W 16" W 8" WW 8" WW 12" WW12" WW 8" WW 8" WW 16" W 16" W 18" RCP BOX CULVERT4.35'x4'3 - 3 6 " CMP6" WW8" WW RCBEX.3-6'x3' PC 152+46.66149+00 150+00 151+00 152+00 153+00 154+00 16" W 16" W 16" W 16" W 6" PVC SLEEVES 0+001+004+00 2+003+00 2+0018" RCP18"24" RCP 24" RCP 18" RCP3'x2' RCB18"24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'CLASS III ON 0.72% 18" RCP CLASS III 24" RCP ON 0.52%BEGIN 18" RCPEND 24" RCP3+72.03 LINE K45° FACTORY WYE1+00.00 LAT K-043+31.43 LINE K=45° FACTORY WYE1+00.00 LAT K-033+66.43 LINE K=LINE K 45° FACTORY WYE1+00.00 LAT K-052+02.65 LINE K=V=4.38 FPS FT/FT S=0.00546 C=8.89 CFS CFS Q100=7.74 V=3.92 FPS S=0.00298 FT/FT C=16.34 CFS Q100=12.33 CFS V=4.67 FPS S=0.00422 FT/FT C=16.34 CFS Q100=14.67 CFS V=5.81 FPS S=0.00653 FT/FT C=16.34 CFS Q100=18.22 CFS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND BEGIN LINE KPROP. 7'x3' RCBCONNECT TO10+11.47 LINE L1+04.55 LINE K=HG 580.20HG 580.88HG 581.52HG 581.79HG 582.33HG 582.49HG 582.77HG 582.87100 YEAR HGL FL 569.38+/- EX. 12" WWHG 582.60HG 582.772+003+004+00 1+00FL 24"=577.26FL 24"=577.52FL 24"=577.78FL 24"=578.04FL 24"=578.31FL 18"=578.64FL 24"=578.39FL 24"=578.21FL 18"=578.46FL 18"=578.92FL 24"=578.42FL 24"=577.02FL 7'x3'=576.82FL 18"=579.12FL 24"=577.54FL 24"=577.54LINE L CONNECT LINE K1+04.55 LINE K10+11.47 LINE L=CONNECT LINE M1+03.75 LINE M10+11.53 LINE L=ON 0.20%PROP. 3-7'X3' RCB V=8.18 FPS S=0.00480 FT/FT C=110.90 CFS Q100=171.75 CFS AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND BEGIN 3-6'X3'RCBTXDOT CH-PW-0CONSTRUCT 10+00.00 LINE LEND 3-6'X3'RCBTXDOT CH-PW-0CONSTRUCT 10+69.36 LINE LV=5.56 FPS S=0.00221 FT/FT C=110.90 CFS =116.70 CFS Q100 (PER BOX)HG 581.80HG 581.32HG 580.88HG 580.20TO BE KILLED EX.16" WATERHG 580.14 100 YEAR HGL 3-36" CMP EX. RCB 4.35'X4' EX. FL 7'X3'=576.80FL 7'X3'=576.90FL 7'X3'=576.941+00 2+00FL 7'x3'=576.82FL 24"=577.02FL 7'x3'=576.82FL 3'X2'=576.97TO BE KILLED EX.16" WATER 585 580 570 565 575 590 595 EX. R.O.W LAT K-04 25.5'EX. R.O.W 585 580 570 565 575 590 595S FORK ROADLAT K-03 MATCHLINE LINE K STA 4+00MATCHLINE LINE K STA 4+00560 560 217 18" RCPLINE L LINE M3-7'X3'RCBLAT K-06 LINE K 267.48 LF 24" RCP 18" RCP 37.97 LF BEGIN LAT K-05 45° FACTORY WYE PAV STA 150+86.78, 25.50' RT 1+00.00 LAT K-05 2+02.65 LINE K = BEGIN LAT K-04 45° FACTORY WYE PAV STA 149+58.00, 25.50' RT 1+00.00 LAT K-04 3+31.43 LINE K = BEGIN LAT K-03 45° FACTORY WYE 1+00.00 LAT K-03 3+66.43 LINE K = BEGIN 18" RCP END 24" RCP 3+72.03 LINE K 69.36 LF 3-7'x3' RCB BEGIN LAT K-06 45° FACTORY WYE PAV STA 150+49.08, 12.19' LT 1+00.00 LAT K-06 1+53.31 LAT K-05 = LAT K-05 END LAT K-04 F.L. 579.85 T.C. 584.35 CL 10' REC. INLET PAV STA 149+50.00, 33.50' RT 1+11.31 LAT K-04 END LAT K-05 F.L. 578.94 T.C. 583.94 CL 10' STD. INLET PAV STA 149+98.96, 62.32' LT 2+24.19 LAT K-05 F.L. 578.57 T.C. 583.07 CL 10' STD. INLET PAV STA 150+47.92, 60.50' LT END LAT K-06 CONNECT TO PROP. INLET PAV STA 150+49.08, 55.50' LT 1+43.31 LAT K-06 BEGIN LINE K CONNECT TO LINE L 10+11.47 LINE L 1+04.55 LINE K= 585 580 570 565 575 590 595 560 McKINNEY STREET LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC BEGIN LINE L 72 SY TYPE R STONE RIPRAP FOR 3-7'x3' BOX CULVERT CONSTRUCT TXDOT CH-PW-0 PAV STA 151+93.67, 37.00' RT 10+00.00 LINE L END LINE L 36 SY TYPE R STONE RIPRAP FOR 3-7'x3' BOX CULVERT CONSTRUCT TXDOT CH-PW-0 PAV STA 151+93.91, 32.36' LT 10+69.36 LINE L 1"=40'H 1"=10'V NOTES:CITY OF DENTON - McKINNEY STREET PHASE TWOINFORMATION. PROFILE SHEETS FOR ADDITIONAL SEE WATER AND WASTEWATER PLAN AND 3. FOR ADDITIONAL INFORMATION. 2. SEE PAVING PLAN AND PROFILE SHEETS FOR ADDITIONAL INFORMATION. 1. SEE DRAINAGE AREA MAP McKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-M.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LINE-M.dgn1:404:43:00 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP LINE M STORM DRAIN PLAN & PROFILE KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS E S S E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 147B LOT 1 LOT 147A CAB. E, PG. 60 16' UTILITY EASEMENT WV FMFM 16" W 8" WW 12" WW12" W W 8" WW 8" WW 16" W 16" W 8" WW 18" RCP BOX CULVERT4.35'x4'3- 3 6 " CMP 3'x2' RCBRCBEX.3-6'x3' PC 152+46.66150+00 151+00 152+00 153+00 154+00 155+00 16" W 16" W 16" W 16" W 6" PVC SLEEVES 0+001+002+003+00 2+00 3+00 24" RCP 24" RCP 18" RCP3'x2' RCB 18" RCP 18"24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'45° FACTORY WYE1+00.00 LAT M-021+34.18 LINE M=45° FACTORY WYE1+00.00 LAT M-011+58.01 LINE M=45° FACTORY WYE1+00.00 LAT K-032+68.58 LINE M=45° FACTORY WYE1+00.00 LAT M-042+95.61 LINE M=END LINE MEX. 3'x2' RCBCONNECT TO3+38.83 LINE MON 0.25% EX. 3'x2' RCB LINE M AT PIPE CL PR. GRADE 3'x2' RCB ON 0.20% V=6.14 FPS S=0.00570 FT/FT C=21.82 CFS Q100=36.84 CFS 3.67° BENDINSTALL2+00.61 LINE MV=5.66 FPS S=0.00484 FT/FT C=21.82 CFS Q100=33.94 CFS V=5.21 FPS S=0.00410 FT/FT C=21.82 CFS Q100=31.26 CFS V=5.21 FPS S=0.00410 FT/FT C=21.82 CFS Q100=31.26 CFS V=4.45 FPS S=0.00300 FT/FT C=21.82 CFS Q100=26.71 CFS V=4.08 FPS S=0.00252 FT/FT C=21.82 CFS Q100=24.48 CFS AT PIPE CL EX. GROUNDBEGIN LINE MPROP. 7'x3' RCBCONNECT TO10+11.53 LINE L1+03.75 LINE M=HG 580.88HG 580.20HG 581.27HG 581.05HG 581.56HG 581.38HG 581.84HG 581.74HG 582.31HG 582.12HG 582.50HG 582.39HG 582.71HG 582.61100 YEAR HGL 3+002+001+00 FL 3'x2'=577.44FL 3'x2'=577.36FL 3'x2'=577.26FL 3'x2'=577.16FL 3'x2'=577.06FL 7'x3'=576.82FL 3'x2'=576.97FL 18"=577.60FL 3'x2'=577.35FL 3'x2'=577.30FL 3'x2'=577.08FL 18"=577.55FL 18"=577.33FL 18"=577.28FL 3'x2'=577.03LINE M 585 580 570 565 575 590 McKINNEY STREET EX. R.O.W LAT M-0425.5'EX. R.O.W 585 580 570 565 575 590S FORK ROADLAT M-03 560 560 555 218 LINE K LINE L 3-7'X3'RCBBEGIN LINE M CONNECT TO PROP. 7'x3' RCB 10+11.53 LINE L 1+03.75 LINE M = 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 235.08 LF 3'x2' RCB END LAT M-03 F.L. 579.17 T.C. 583.67 CL 10' REC. INLET PAV STA 154+30.00, 30.18' LT 1+85.05 LAT M-03 END LINE M CONNECT TO EX. 3'X2' 3+38.83 LINE M BEGIN LAT M-04 45° FACTORY WYE 1+00.00 LAT M-04 2+95.61 LINE M = END LAT M-04 F.L. 579.00 T.C. 583.50 CL 10' REC. INLET PAV STA 154+00.00, 33.52' RT 1+05.58 LAT M-04 BEGIN LAT M-03 45° FACTORY WYE 1+00.00 LAT M-03 2+68.58 LINE M= BEGIN LAT M-01 45° FACTORY WYE 1+00.00 LAT M-01 1+58.01 LINE M = END LAT M-01 F.L. 578.27 T.C. 582.77 CL 10' REC. INLET PAV STA 152+65.00, 33.50' RT 1+11.29 LAT M-01 END LAT M-02 F.L. 578.27 T.C. 582.77 CL 10' REC. INLET PAV STA 152+65.00, 30.47' LT 1+64.54 LAT M-02 M-01 LAT 595 595 PC CV M-1 1+47.86 LINE M CV H-1 CURVE 1 (CV M-1) PT CV M-1 INSTALL 3.67°BEND 2+00.61 LINE M PULL RCP AT JOINTS R = 2,266.33' L = 52.75' T =26.38' DEG = 2° 31' 41.27" = 1° 20' 00.89" RT E = 2405719.78 N = 7125752.03 PI STA = 1+74.24 LAT M-02 BEGIN LAT M-02 45° FACTORY WYE 1+00.00 LAT M-02 1+34.18 LINE M = 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-01.dgn1:404:43:02 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 1+00 FL 30"=583.93BEGIN LAT A-02CONNECT TO SDMH5+76.03 LINE A1+00.00 LAT A-02=AT PIPE CL PR. GRADE LAT A-02 CLASS III ON 0.51% 30" RCP FL 24"=583.78FL 4'x2=583.78FL 30"=583.78END LAT A-02CONNECT 30" RCPDROP INLETCONSTRUCT 4'X4' 1+29.50 LAT A-02 HG 586.76HG 587.66HG 587.18HG 586.83100 YEAR HGL AT PIPE CL EX. GROUND V=3.95 FPS S=0.00224 FT/FT C=29.28 CFS Q100=19.40 CFS FL 579.46 PROP. 20" WATER TO BE KILLED EX. 8" WATER 1+00 BEGIN LAT A-0445°FACTORY WYE6+46.17 LINE A1+00.00 LAT A-04=FL 18"=584.49FL 24"=583.92AT PIPE CL PR. GRADE CLASS III 18" RCP ON 2.83% LAT A-04 END LAT A=04CONNECT 18" RCP10' REC. INLET1+11.30 LAT A-04FL 18"=584.17AT PIPE CL EX. GROUND 100 YEAR HGL V=2.06 FPS S=0.00121 FT/FT C=17.66 CFS Q100=3.64 CFS HG 587.18HG 587.08HG 587.07HG 586.941+00 FL 18"=584.36BEGIN LAT B-0145° FACTORY WYE2+34.59 LINE B1+00.00 LAT B-01=AT PIPE CL PR. GRADE FL 24"=584.28FL 18"=584.28END LAT B-01CONNECT 18" RCP10' REC. INLET1+06.29 LAT B-01 CLASS III 18" RCP ON 1.27% LAT B-01 HG 587.58HG 587.48100 YEAR HGL HG 587.81HG 587.60V=3.30 FPS S=0.00311 FT/FT C=11.83 CFS Q100=5.84 CFS AT PIPE CL EX. GROUND 1+00FL 18"=583.30FL 18"=583.90FL 18"=584.21CLASS III18" RCP ON 1.21%FL 18"=583.301+00.00 LAT C-02=1+75.34 LAT C-02BEGIN LAT C-0245° FACTORY WYE12+51.99 LINE CLAT C-02 BY OTHERS TO BE RELOCATED FIBER OPTIC END LAT C-02CONNECT 18" RCP10' REC. INLETAT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 584.89HG 584.60HG 585.19HG 585.05100 YEAR HGL V=2.72 FPS S=0.00211 FT/FT C=11.55 CFS Q100=4.81 CFS 1+00FL 24"=578.84FL 18"=581.23FL 18"=582.30CLASS III18" RCP ON 1.60%FL 18"=579.09AT PIPE CL PR. GRADE 1+74.94 LAT C-04BEGIN LAT C-0445° FACTORY WYE10+01.78 LINE C1+00.00 LAT C-04=LAT C-04 END LAT C-04CONNECT 18" RCP10' REC. INLETAT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 583.10HG 583.00HG 583.22HG 583.12100 YEAR HGL V=1.13 FPS S=0.00037 FT/FT C=13.30 CFS Q100=2.00 CFS BY OTHERS TO BE RELOCATED FIBER OPTIC FLOW PARTIAL 1+00 FL 18"=580.70FL 24"=577.44FL 18"=577.69 CLASS III 18" RCP ON 26.54%1+11.34 LAT C-041+00.00 LAT C-05=BEGIN LAT C-0545° FACTORY WYE8+46.06 LINE CAT PIPE CL PR. GRADE LAT C-05 END LAT C-05CONNECT 18" RCP10' REC. INLETAT PIPE CL EX. GROUND HG 582.69HG 582.51HG 582.84HG 582.71100 YEAR HGL V=2.53 FPS S=0.00182 FT/FT C=54.10 CFS Q100=4.47 CFS 585 580 575 590 575 580 585 590 570 219 11.3 LF 18" RCP 75.34 LF 18" RCP 74.94 LF 18" RCP 11.34 LF 18" RCP 6.29 LF 18" RCP 575 580 585 590 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 29.5 LF 30" RCP' 595595 580 585 590 595 575 580 585 590 595 575 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-02.dgn1:404:43:04 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 2+001+00 FL 36"=579.54CLASS III36" RCP ON 3.96%1+00.00 LAT C-06=BEGIN LAT C-06SQUARE SDMHCONSTRUCT 6'X6'7+63.23 LINE CAT PIPE CL PR. GRADE LAT C-06 FL 36"=575.85FL 36"=575.85FL 24"=576.85FL 36"=577.83FL 36"=578.1945° FACTORY WYE1+00.00 LAT C-071+59.06 LAT C-06=FL 18"=578.94END LAT C-06CONNECT 36" RCPDROP INLETCONSTRUCT 6'X6'1+93.13 LAT C-06AT PIPE CL EX. GROUND HG 582.20HG 581.85HG 582.39HG 582.29HG 582.69HG 582.441OO YEAR HGL V=3.75 FPS S=0.00158 FT/FT C=132.68 CFS Q100=26.48 CFS V=3.55 FPS S=0.00142 FT/FT C=132.68 CFS Q100=25.08 CFS FL 574.63 PROP. 20" WATER TO BE KILLED EX. 8" WATER 2+001+00 FL 30"=576.85FL 30"=578.281+00.00 LAT C-08=1+92.89 LAT C-08CLASS III30" RCP ON 3.33%FL 30"=575.19AT PIPE CL PR. GRADE LAT C-08 END LAT C-08CONNECT 30" RCPDROP INLETCONSTRUCT 5'X5'BEGIN LAT C-08SQUARE SDMHCONSTRUCT 6'X6' 5+52.75 LINE CFL 48"=574.44FL 36"=575.44AT PIPE CL EX. GROUND HG 580.61HG 580.51HG 581.09HG 580.811OO YEAR HGL V=3.81 FPS S=0.00208 FT/FT C=74.78 CFS Q100=18.68 CFS FL 573.15 PROP. 20" WATER 1+00FL 36"=575.68FL 18"=579.22FL 18"=576.431+11.29 LAT C-09BEGIN LAT C-0945° FACTORY WYE6+78.57 LINE C1+00.00 LAT C-09= CLASS III 18" RCP ON 24.72% LAT C-09 END LAT C-09CONNECT 18" RCP10' REC. INLETAT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 581.54HG 581.35HG 581.66HG 581.561OO YEAR HGL V=2.26 FPS S=0.00145 FT/FT C=52.21 CFS Q100=3.99 CFS 1+00FL 36"=575.48FL 18"=578.37FL 18"=576.23 CLASS III 18" RCP ON 18.96%1+11.29 LAT C-11BEGIN LAT C-1145° FACTORY WYE5+77.02 LINE C1+00.00 LAT C-11=LAT C-11 END LAT C-11CONNECT 18" RCP10' REC. INLETHG 580.93HG 580.71HG 581.06HG 580.95AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE 1OO YEAR HGL V=2.38 FPS S=0.00161 FT/FT C=45.72 CFS Q100=4.20 CFS 1+00FL 18"=579.15FL 5'X2'=578.90 CLASS III 18" RCP ON 11.49%FL 18"=580.451+11.32 LAT G-041+00.00 LAT G-04=AT PIPE CL PR. GRADE LAT G-04 BEGIN LAT G-04CONNECTION45° LATERAL5+52.62 LINE GEND LAT G-04CONNECT 18" RCP10' REC. INLETAT PIPE CL EX. GROUND HG 582.88HG 582.76HG 583.05HG 582.90 V=2.79 FPS S=0.00222 FT/FT C=35.59 CFS Q100=4.93 CFS 100 YEAR HGL 1+00 LAT C-07 FL 18"=580.63BEGIN LAT C-0745° FACTORY WYE1+59.06 LAT C-061+00.00 LAT C-07=FL 36"=578.19FL 18"=578.94 CLASS III 18" RCP ON 14.35%END LAT C-07CONNECT 18" RCP10' REC. INLET1+11.78 LAT C-07HG 582.39HG 582.29HG 582.50HG 582.40AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE 1OO YEAR HGL V=1.13 FPS S=0.00036 FT/FT C=39.78 CFS Q100=1.99 CFS 575 580 585 590 570 220 93.13 LF 36" RCP 92.89 LF 30" RCP 11.29 LF 18" RCP 11.29 LF 18" RCP 11.32 LF 18" RCP 575 580 585 590 570 575 580 585 590 570 575 580 585 590 570 585 580 575 590 570 585 580 575 590 570 575 580 585 590 570 575 580 585 590 570 11.78 LF 18" RCP 226 227 AND LATERALS G-01 TO G-03 LATERALS C-10 TO C-18 SEE SHEETS - FOR 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-03.dgn1:404:43:07 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 2+001+00 FL 24"=580.61FL 24"=581.19CLASS III24" RCP ON 2.29%FL 24"=579.47FL 5'X2'=579.471+00.00 LAT G-06=1+75.13 LAT G-06LAT G-06 BEGIN LAT G-06CONNECTION45° LATERAL6+62.16 LINE GEND LAT G-06CONNECT 24" RCP20' REC. INLETAT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 583.27HG 583.11 V=4.33 FPS S=0.00363 FT/FT C=34.22 CFS Q100=13.60CFS HG 583.91HG 583.55100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 2+001+00FL 36"=580.10FL 36"=580.24FL 36"=580.36CLASS III36" RCP ON 0.28%BEGIN LAT H-0160° FACTORY WYE5+97.91 LINE H1+00.00 LAT H-01=END LAT H-01CONNECT 36" RCP5'X5' DROP INLET1+92.96 LAT H-01LAT H-01 FL 36"=580.10AT PIPE CL PR. GRADE AT PIPE CL EX. GROUNDHG 585.00HG 584.78V=3.66 FPS S=0.00151 FT/FT C=35.28 CFS Q100=25.88 CFS HG 585.40HG 585.14100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER, GAS, CCTV 2+001+00 FL 18"=582.17FL 18"=582.67BEGIN LAT H-0260° FACTORY WYE6+71.02 LINE H1+00.00 LAT H-02=END LAT H-02CONNECT 18" RCP10' REC. INLET1+74.95 LAT H-02CLASS III18" RCP ON 2.00%FL 18"= 581.17FL 36"= 580.42LAT H-02 AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 585.10HG 585.00V=1.62 FPS S=0.00074 FT/FT C=14.85 CFS Q100=2.86 CFS HG 585.26HG 585.16100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 2+001+00 LAT H-04 END LAT H-04CONNECT 18" RCP10' REC. INLET1+74.95 LAT H-04FL 18"=581.67FL 18"=581.22BEGIN LAT H-04SQUARE SDMHCONSTRUCT 6'X6'4+76.39 LINE H1+00.00 LAT H-04=AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE FL 18"= 580.33FL 4'X3'= 579.58FL 36"= 579.5818" RCP ON 1.79% CLASS IIIHG 584.35HG 584.25V=1.96 FPS S=0.00109 FT/FT C=14.05 CFS Q100=3.46 CFS HG 584.53HG 584.43100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 1+00 FL 18"=580.94LAT H-05 FL 18"= 580.57FL 36"= 579.82CLASS III18" RCP ON 0.58%END LAT H-05CONNECT 18" RCP2'X2' DROP INLET1+63.63 LAT H-05INSTALL 22.5° BEND1+09.69 LAT H-05INSTALL 22.5° BEND1+20.03 LAT H-0545° FACTORY WYE5+33.58 LINE H1+00.00 LAT H-05=FL 18"=580.86AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 584.67HG 584.49HG 585.62HG 585.23HG 584.83HG 584.73HG 584.99HG 584.89100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER BY OTHERS RELOCATED EX. GAS TO BE V=4.45 FPS S=0.00564 FT/FT C=8.00 CFS Q100=7.86 CFS 2+001+00 FL 18"=581.17FL 18"= 581.80END LAT H-06CONNECT 18" RCP10' REC. INLET1+74.70 LAT H-06LAT H-06 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND FL 18"= 579.91FL 4'X3'= 579.1618" RCP ON 2.53% CLASS IIIBEGIN LAT H-06CONNECTION45° LATERAL4+03.32 LINE H1+00.00 LAT H-06=HG 584.19HG 584.09 V=1.84 FPS S=0.00096 FT/FT C=16.70 CFS Q100=3.25 CFS HG 584.36HG 584.24100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 585 580 575 590 575 580 585 590 570 570 570 575 580 585 590 570 575 580 585 590 221 75.13 LF 24" RCP 92.96 LF 36" RCP 74.95 LF 18" RCP 74.95 LF 18" RCP 63.63 LF 24" RCP 74.70 LF 18" RCP 575 580 585 590 570 575 580 585 590 570 585 580 575 590 570 585 580 575 590 570 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-04.dgn1:404:43:09 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 2+001+00 FL 24"=580.18FL 24"=580.74CLASS III24" RCP ON 2.29%BEGIN LAT H-0945° FACTORY WYE1+00.00 LAT H-091+50.64 LAT H-07=CONNECT 24" RCP10' REC. INLET1+74.65 LAT H-07FL 24"=581.06END LAT H-07PLUG 24" RCP2+06.26 LAT H-07LAT H-07 FL 24"=579.03OTHERS RELOCATED BY & FOC TO BE CTV, GAS,FL 24"=581.00FL 24"=580.18AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND FL 4'X3'=578.53BEGIN LAT H-07CONNECTION45° LATERAL2+89.39 LINE H1+00.00 LAT H-07=HG 583.87HG 583.75HG 584.04HG 583.94HG 584.14HG 584.04V=2.65 FPS S=0.00136 FT/FT C=34.19 CFS Q100=8.32 CFS V=0.86 FPS S=0.00014 FT/FT C=34.25 CFS Q100=2.71 CFS 100 YEAR HGL ON 1.00% 24" CL III RCP 1+00 END LAT H-08CONNECT 18" RCP10' REC. INLET1+11.32 LAT H-08 CLASS III 18" RCP ON 15.02%FL 18"=581.24LAT H-08 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND BEGIN LAT H-08CONNECTION45° LATERAL3+36.74 LINE H1+00.00 LAT H-08=FL 18"= 579.54FL 4'X3'= 578.79HG 584.02HG 583.92HG 584.14HG 584.04V=2.22 FPS S=0.00141 FT/FT C=40.70 CFS Q100=3.93 CFS 100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 1+00FL 24"=580.19FL 24"=580.81BEGIN LAT H-0945° FACTORY WYE1+50.64 LAT H-071+00.00 LAT H-09= CLASS III 24" RCP ON 2.10%END LAT H-09SQUARE SDMHCONNECT TO 4'X4'1+29.59 LAT H-09=RELOCATED BY OTHERS CTV & ELEC TO BE LAT H-09 FL 24"=580.19AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE V=1.94 FPS S=0.00073 FT/FT C=32.77 CFS Q100=6.10 CFS HG 584.04HG 583.75HG 584.16HG 584.06100 YEAR HGL 2+001+00 FL 36"=578.44FL 36"=578.94FL 36"=579.40END LAT H-10CONNECT 36" RCPSTD. 15' INLET2+46.70 LAT H-10FL 36"=578.37FL 36"=578.37LAT H-10 CLASS III36" RCP ON 1.00% STANDARD DETAILS CITY OF DENTON ACCORDING TO BE LOWERED EX. 8" WATER TO BOP 576.02 ±BEGIN LAT H-1145° FACTORY WYE1+00.00 LAT H-111+42.90 LAT H-10=AT PIPE CL PR. GRADE FL 36"= 577.94FL 5'X3'= 577.94BEGIN LAT H-10CONNECTION45° LATERAL1+84.47 LINE H1+00.00 LAT H-10=HG 583.60HG 583.47 V=3.47 FPS S=0.00135 FT/FT C=66.54 CFS Q100=24.50 CFS V=1.02 FPS S=0.00012 FT/FT C=66.54 CFS Q100=7.23 CFS HG 583.84HG 583.66HG 583.95HG 583.85AT PIPE CL EX. GROUND 100 YEAR HGL OTHERS RELOCATED BY & GAS TO BE CTV, CTV, 2+001+00 FL 36"=578.48FL 36"=578.52END LAT H-11CONNECT 36" RCPSTD. 15' INLET1+69.86 LAT H-11BEGIN LAT H-1145° FACTORY WYE1+42.90 LAT H-101+00.00 LAT H-11=CLASS III36" RCP ON 0.21% LAT H-11 FL 36"=578.37FL 36"=578.37RELOCATED BY OTHERS CABLE TO BE & TRAFFIC SIGNAL CTV, GAS, AT PIPE CL PR. GRADE BOP 575.47 ± STANDARD DETAILS CITY OF DENTON ACCORDING TO BE LOWERED WATER TO EX. 8" V=2.64 FPS S=0.00079 FT/FT C=30.55 CFS Q100=18.69 CFS HG 583.84HG 583.47HG 584.03HG 583.89100 YEAR HGL AT PIPE CL EX. GROUND 1+00 CLASS III 18" RCP ON 15.72%END LAT H-12CONNECT 18" RCP10' REC. INLET1+11.32 LAT H-12FL 18"= 580.46LAT H-12 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND FL 18"= 578.68FL 5'X3'= 577.93BEGIN LAT H-12CONNECTION45° LATERAL1+82.37 LINE H1+00.00 LAT H-12=HG 583.60HG 583.47V=1.09 FPS S=0.00034 FT/FT C=41.63 CFS Q100=1.93 CFS HG 583.71HG 583.61100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 585 580 575 590 575 580 585 590 570 570 570 575 580 585 590 570 575 580 585 590 222 11.32 LF 18" RCP 11.32 LF 18" RCP 146.7 LF 30" RCP 69.86 LF 30" RCP 575 580 585 590 570 575 580 585 590 570 585 580 575 590 570 585 580 575 590 570 106.26 LF 24" RCP 24" RCP 29.59 LF 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-05.dgn1:404:43:11 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 1+00 FL 18"=579.94FL 18"=578.26 CLASS III 18" RCP ON 4.93%FL 6'x3'=577.72BEGIN LAT I-02BOX CULVERTCONNECT TO 3-6'x3'10+40.27 LINE I1+00.00 LAT I-02=AT PIPE CL PR. GRADE LAT I-02 AT PIPE CL EX. GROUND END LAT J-01CONNECT 18" RCP15' REC. INLET1+34.08 LAT I-02V=3.93 FPS S=0.00440 FT/FT C=23.32 CFS Q100=6.94 CFS HG 582.67HG 582.48HG 583.12HG 582.82100 YEAR HGL 1+00 FL 18"=579.94 CLASS III 18" RCP ON 14.50%END LAT J-00CONNECT 18" RCP10' REC. INLET1+11.31 LAT J-00FL 18"=578.30FL 30"=577.80BEGIN LAT J-00CONNECT TO 30" RCP1+19.47 LINE J1+00.00 LAT J-00=LAT J-00 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 583.68HG 583.58HG 583.57HG 583.38V=1.74 FPS S=0.00086 FT/FT C=39.99 CFS Q100=3.08 CFS 100 YEAR HGL 1+00FL 24"=579.54FL 18"=579.79FL 18"=582.81CLASS III18" RCP ON 4.97% LAT J-01 END LAT J-01CONNECT 18" RCP10' REC. INLET1+60.80 LAT J-01BEGIN LAT J-01SQUARE SDMHCONNECT TO 4'x4'2+62.66 LINE J1+00.00 LAT J-01=AT PIPE CL PR. GRADE AT PIPE CL EX. GROUNDHG 584.32HG 584.22V=3.20 FPS S=0.00291 FT/FT C=23.41 CFS Q100=5.65 CFS HG 584.70HG 584.50100 YEAR HGL 1+00FL 18"=579.29FL 30"=578.79 CLASS III 18" RCP ON 15.55%FL 18"=581.05BEGIN LAT J-0245° FACTORY WYE2+33.98 LINE J1+00.00 LAT J-02=END LAT J-02CONNECT 18" RCP10' REC. INLET1+11.32 LAT J-02LAT J-02 AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 584.16HG 583.97HG 584.41HG 584.20V=3.28 FPS S=0.00306 FT/FT C=41.41 CFS Q100=5.80 CFS 100 YEAR HGL BY OTHERS TO BE RELOCATED EX. FIBER 1+00FL 18"=581.34FL 24"=581.09LAT J-03 END LAT J-03CONNECT 18" RCP10' REC. INLET1+74.51 LAT J-03FL 18"=584.70CLASS III18" RCP ON 4.51%BEGIN LAT J-0345° FACTORY WYE4+38.65 LINE J1+00.00 LAT J-03=BY OTHERS RELOCATED CABLE TO BE TRAFFIC SIGNAL AT PIPE CL EX. GROUNDHG 585.23HG 585.04V=2.57 FPS S=0.00188 FT/FT C=22.30 CFS Q100=4.54 CFS AT PIPE CL PR. GRADE 100 YEAR HGL FLOW PARTIAL 1+00 FL 18"=586.30BEGIN LAT J-0445° FACTORY WYE6+47.80 LINE J1+00.00 LAT J-04=FL 18"=583.18FL 24"=582.93END LAT J-04CONNECT 18" RCP10' REC. INLET1+74.63 LAT J-04LAT J-04 CLASS III18" RCP ON 4.18%FL 18"=585.27AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 585.83HG 585.70V=2.68 FPS S=0.00205 FT/FT C=21.47 CFS Q100=4.74 CFS FLOW PARTIAL 585 580 575 590 575 580 585 590 570 570 570 575 580 585 590 575 580 585 590 223 565 570 575 580 585 570 575 580 585 590 34.08 LF 18" RCP 11.31 LF 18" RCP 60.8 LF 18" RCP 11.32 LF 18" RCP 74.51 LF 18" RCP 74.63 LF 18" RCP 585 580 575 590 585 580 575 590 595595595 585 580 575 590 570 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-06.dgn1:404:43:14 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 1+00 END LAT J-06CONNECT 18" RCP10' REC. INLET1+11.32 LAT J-06FL 18"=587.36BEGIN LAT J-0645° FACTORY WYE8+31.63 LINE J1+00.00 LAT J-06= CLASS III 18" RCP ON 22.62% LAT J-06 AT PIPE CL PR. GRADE FL 18"=584.80FL 24"=584.55AT PIPE CL EX. GROUND HG 586.08HG 585.98FLOW PARTIAL V=1.19 FPS S=0.00040FT/FT C=49.94 CFS Q100=2.10 CFS BY OTHERS TO BE RELOCATED EX. FIBER 1+00 LAT K-02 AT PIPE CL PR. GRADE FL 18"=581.00BEGIN LAT K-0245° FACTORY WYE6+61.43 LINE K1+00.00 LAT K-02= CLASS III 18" RCP ON 10.52%FL 18"=582.19END LAT K-02CONNECT 18" RCP10' REC. INLET1+11.31 LAT K-02AT PIPE CL EX. GROUND HG 584.69HG 584.45HG 584.80HG 584.70V=2.13 FPS S=0.00129 FT/FT C=34.06 CFS Q100=3.76 CFS 100 YEAR HGL 1+00 LAT K-03 AT PIPE CL PR. GRADE FL 18"=578.64FL 24"=578.39BEGIN LAT K-0345° FACTORY WYE3+66.43 LINE K1+00.00 LAT K-03=FL 18"=580.42CLASS III18" RCP ON 2.37%FL 18"=579.83END LAT K-03CONNECT 18" RCP10' REC. INLET1+74.95 LAT K-03AT PIPE CL EX. GROUNDHG 582.77HG 582.60HG 583.01HG 582.89100 YEAR HGL V=2.44 FPS S=0.00170 FT/FT C=16.17 CFS Q100=4.31 CFS 1+00FL 18"=578.46FL 24"=578.21BEGIN LAT K-0445° FACTORY WYE3+31.43 LINE K1+00.00 LAT K-04=FL 18"=579.85 CLASS III 18" RCP ON 12.29%END LAT K-04CONNECT 18" RCP10' REC. INLET1+11.31 LAT K-04LAT K-04 AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 582.49HG 582.33V=1.93 FPS S=0.00106 FT/FT C=36.81 CFS Q100=3.41 CFS HG 582.61HG 582.51100 YEAR HGL 1+00 2+00 LAT K-05 BEGIN LAT K-0545° FACTORY WYE2+02.65 LINE K1+00.00 LAT K-05=FL 24"=577.54CLASS III24" RCP ON 1.13%END LAT K-05CONNECT 24" RCP10' STD. INLET2+24.19 LAT K-05FL 18"=578.94FL 18"=578.67FL 18"=578.10FL 24"=577.54FL 18"=578.36FL 24"=578.14BEGIN LAT K-0545° FACTORY WYE1+00.00 LAT K-061+53.31 LAT K-05=AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 581.79HG 581.52HG 581.91HG 581.81HG 582.02HG 581.92 BY OTHERS RELOCATED GAS TO BE V=1.25 FPS S=0.00030 FT/FT C=24.04 CFS Q100=3.92 CFS V=0.93 FPS S=0.00017 FT/FT C=24.04 CFS Q100=2.91 CFS BE KILLED WATER TO EX. 8" FL 570.19+/- EX.12" WW FL 572.20+/- EX. 8" WW HGL 100 YEAR FL 574.89 PROP.16" W 1+00FL 18"=578.36FL 24"=578.14BEGIN LAT K-0645° FACTORY WYE1+53.31 LAT K-051+00.00 LAT K-06=FL 18"=578.57 CLASS III 18" RCP ON 0.48% LAT K-06 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND END LAT K-06CONNECT 18" RCP10' STD. INLET1+43.31 LAT K-06HG 581.91HG 581.81HG 582.01HG 581.91V=0.67 FPS S=0.00013 FT/FT C=7.28 CFS Q100=1.18 CFS TO BE KILLED EX. 8" WATER 100 YEAR HGL FL 571.97+/- EX. 8" WW FL 574.87 PROP. 16" WATER BY OTHERS RELOCATED EX. GAS TO BE 585 580 575 590 575 580 585 590 570 570 575 580 585 590 224 11.32 LF 18" RCP 11.31 LF 18" RCP 75 LF 18" RCP 11.31 LF 18" RCP 124.19 LF 24" RCP 43.31 LF 18" RCP 595 575 580 585 590 595 575 580 585 590 595 575 580 585 590 595 585 580 575 590 570 585 580 575 590 570 575 580 585 590 595 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-07.dgn1:404:43:16 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 1+00FL 3'x2'=577.08FL 18"=577.33FL 18"=578.27 CLASS III 18" RCP ON 8.33%45° FACTORY WYE1+58.01 LINE M1+00.00 LAT M-01=END LAT M-01CONNECT 18" RCP10' REC. INLET1+11.29 LAT M-01LAT M-01 AT PIPE CL PR. GRADE HG 581.56HG 581.38HG 581.69HG 581.58 AT PIPE CL EX. GROUND 100 YEAR HGL V=2.42 FPS S=0.00166 FT/FT C=30.31 CFS Q100=4.27 CFS 2+001+00FL 18"=577.28FL 3'x2'=577.03BEGIN LAT M-0245° FACTORY WYE1+34.18 LINE M1+00.00 LAT M-02=LAT M-02 CLASS III18" RCP ON 1.53%FL 18"=578.27FL 18"=578.05END LAT M-02CONNECT 18" RCP10' REC. INLET1+64.54 LAT M-02AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 581.27HG 581.05HG 581.47HG 581.37100 YEAR HGL V=2.32 FPS S=0.00154 FT/FT C=12.99 CFS Q100=4.10 CFS TO BE KILLED EX. 16" WATER 2+001+00FL 3'x2'=577.30FL 18"=577.55FL 18"=579.17FL 18"=578.50LAT M-03 45° FACTORY WYE2+68.58 LINE M1+00.00 LAT M-03=CLASS III18" RCP ON 1.90%END LAT M-03CONNECT 18" RCP10' REC. INLET1+85.05 LAT M-03AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 582.31HG 582.12HG 582.87HG 582.62V=3.61 FPS S=0.00370 FT/FT C=14.47 CFS Q100=6.37 CFS 100 YEAR HGL TO BE KILLED EX. 16" WATER 1+00FL 18"=577.60FL 3'x2'=577.35FL 18"=579.00 CLASS III 18" RCP ON 25.09%45° FACTORY WYE2+95.61 LINE M1+00.00 LAT M-04=END LAT M-04CONNECT 18" RCP10' REC. INLET1+05.59 LAT M-04LAT M-04 AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 582.50HG 582.39V=1.77 FPS S=0.00090 FT/FT C=52.60 CFS Q100=3.13 CFS HG 582.61HG 582.51100 YEAR HGL 585 580 575 590 575 580 585 590 570 570 570 575 580 585 590 570 575 580 585 590 225 11.29 LF 18" RCP 5.59 LF 18" RCP 64.54 LF 18" RCP 85.05 LF 18" RCP 575 580 585 590 570 575 580 585 590 570 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-08.dgn1:404:43:19 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 2+001+00 LAT C-10 FL 24"=578.28END LAT C-10DROP INLET4'x4' SQUARE1+92.63 LAT C-10FL 24"=575.23FL 24"=576.88CLASS III24" RCP ON 3.29% AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 580.27HG 580.14HG 580.54HG 580.401OO YEAR HGL V=2.66 FPS S=0.00138 FT/FT C=41.02 CFS Q100=8.37 CFS FL 572.79 PROP. 20" WATER TO BE KILLED EX. 8" WATER TO BE KILLED EX. 6" WATERBEGIN LAT C-1045° LAT. CONNECT.4+49.23 LINE C1+00.00 LAT C-10=4'X4'=574.23FL LAT C-12 END LAT C-12CONNECT 24" RCP10' REC. INLET1+11.31 LAT C-12FL 24"=577.80 CLASS III 24" RCP ON 22.55% 1+00FL 24"=575.25TO BE KILLED EX. 6" WATER AT PIPE CL PR. GRADE AT PIPE CL EX. GROUND HG 580.40HG 580.29HG 580.61HG 580.421OO YEAR HGL V=3.08 FPS S=0.00184 FT/FT C=107.39 CFS Q100=9.67 CFS BEGIN LAT C-1245° LAT. CONNECT.4+61.72 LINE C1+00.00 LAT C-12=4'X4'=574.25FL LAT C-13 CLASS III18" RCP ON 5.04% 1+00 2+00END LAT C-13W/2' RIP-RAP APRONTWO-GRATE INLET1+80.29 LAT C-13FL 18"=575.36FL 18"=579.41FL 18"=577.88BY OTHERS RELOCATED EX. GAS TO BE AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 580.04HG 579.94V=0.77 FPS S=0.00017 FT/FT C=23.57 CFS Q100=1.53 CFS FL 572.87 PROP. 20" WATER TO BE KILLED EX. 8" WATERBEGIN LAT C-1360° LAT. CONNECT.3+89.58 LINE C1+00.00 LAT C-13=4'X4'=574.11FL FLOW PARTIAL HGL YEAR 100 1+00 AT PIPE CL PR. GRADE LAT C-14 CLASS III 18" RCP ON 18.04%FL 18"=577.38FL 18"=575.34TO BE KILLED EX. 6" WATER END LAT C-14CONNECT 18" RCP5 STD. INLET1+11.31 LAT C-14AT PIPE CL EX. GROUND HG 579.92HG 579.82HG 580.02HG 579.92100 YEAR HGL V=0.77 FPS S=0.00017 FT/FT C=44.60 CFS Q100=1.36 CFS BY OTHERS RELOCATED CABLE TO BE EX. TRAFFIC SIGNALBEGIN LAT C-1445° LAT. CONNECT.3+77.92 LINE C1+00.00 LAT C-14=4'X4'=574.09FL LAT C-15 FL 24"=578.361+00 2+00 AT PIPE CL PR. GRADE END LAT C-15CONNECT 24" RCPSIX-GRATE INLET2+00.28 LAT C-15FL 24"=574.86CLASS III24" RCP ON 3.49%FL 24"=576.61AT PIPE CL EX. GROUND HG 579.45HG 579.30100 YEAR HGL FLOW PARTIAL V=2.65 FPS S=0.00136 FT/FT C=42.25 CFS Q100=8.32 CFS FL 572.97 PROP. 20" WATER TO BE KILLED EX. 8" WATERBEGIN LAT C-1545° LAT. CONNECT.2+63.32 LINE C1+00.00 LAT C-15=4'X4'=573.86FL 1+00 LAT C-16 CLASS III 18" RCP ON 17.17%FL 18"=577.17END LAT C-16CONNECT 18" RCPCL 15' REC. INLET 1+11.48 LAT C-16FL 18"=575.20TO BE KILLED EX. 6" WATER AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 579.70HG 579.55HG 580.17HG 579.77100 YEAR HGL V=4.53 FPS S=0.00583 FT/FT C=43.51 CFS Q100=8.00 CFS BY OTHERS RELOCATED CABLE TO BE EX. TRAFFIC SIGNAL 4'X4'=573.95FL BEGIN LAT C-1645° LAT. CONNECT.3+11.49 LINE C1+00.00 LAT C-16=226 92.63 LF 24" RCP 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 11.31 LF 24" RCP 80.29 LF 18" RCP 11.31 LF 18" RCP 100.28 LF 24" RCP 11.48 LF 18" RCP ONLY REFERENCE 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USD-LAT-09.dgn1:404:43:21 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 LATERAL PROFILES STORM DRAIN PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 2+001+00 FL 24"=579.51FL 24"=579.95CLASS III24" RCP ON 1.71%FL 5'X2'=578.67FL 24"=578.671+74.78 LAT G-031+00.00 LAT G-03=LAT G-03 BEGIN LAT G-03CONNECTION45° LATERAL5+07.99 LINE GEND LAT G-03CONNECT 24" RCP20' REC. INLETAT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 582.65HG 582.43HG 582.96HG 582.78100 YEAR HGL V=3.02 FPS S=0.00177 FT/FT C=29.57 CFS Q100=9.49 CFS BY OTHERS RELOCATED TO BE EX. FIBER LAT C-17 FL 24"=579.431+00 2+00 AT PIPE CL PR. GRADE END LAT C-17CONNECT 24" RCPW/2' RIP-RAP APRON SIX-GRATE INLET 1+97.45 LAT C-17FL 24"=574.74CLASS III24" RCP ON 4.81%FL 24"=577.15AT PIPE CL EX. GROUND HG 579.03HG 578.83100 YEAR HGL FLOW PARTIAL V=3.43 FPS S=0.00229 FT/FT C=49.60 CFS Q100=10.79 CFS TO BE KILLED EX. 8" WATER BY OTHERS RELOCATED TO BE EX. GAS FL 573.03 PROP. 20" WATERBEGIN LAT C-1745° LAT. CONNECT.2+05.82 LINE C1+00.00 LAT C-17=4'X4'=573.74FL 1+00 LAT C-18 CLASS III 18" RCP ON 25.02%FL 18"=577.84FL 18"=575.01END LAT C-18CONNECT 18" RCP10' REC. INLET 1+11.31 LAT C-18TO BE KILLED EX. 6" WATER AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 579.19HG 579.06HG 579.29HG 579.19100 YEAR HGL V=1.31 FPS S=0.00049 FT/FT C=52.52 CFS Q100=2.32 CFS BY OTHERS RELOCATED CABLE TO BE EX. TRAFFIC SIGNAL 4'X4'=573.76FL BEGIN LAT C-1845° LAT. CONNECT.2+16.72 LINE C1+00.00 LAT C-18=1+00 CLASS III 18" RCP ON 6.81%FL 18"=578.60AT PIPE CL PR. GRADE LAT G-01 END LAT G-01CONNECT 18" RCP15' REC. INLET1+11.30 LAT G-01BEGIN LAT G-01CONNECTION45° LATERAL2+98.20 LINE G1+00.00 LAT G-01=FL 5'x2'=577.58FL 18"=577.83HG 581.70HG 581.51HG 581.96HG 581.73 AT PIPE CL EX. GROUND 100 YEAR HGL V=3.44 FPS S=0.00337 FT/FT C=27.40 CFS Q100=6.08 CFS 2+001+00 FL 18"=579.03CLASS III18" RCP ON 1.87% LAT G-02 END LAT G-02CONNECT 18" RCP10' REC. INLET1+74.78 LAT G-02BEGIN LAT G-02ON TOP OF 5'X2' RCB CONSTRUCT MANHOLE116+82.25 LINE G1+00.00 LAT G-02=FL 5'x2'=577.38FL 18"=577.63FL 18"=578.57AT PIPE CL EX. GROUND AT PIPE CL PR. GRADE HG 581.35HG 581.05HG 581.52HG 581.42100 YEAR HGL V=1.78 FPS S=0.00090 FT/FT C=14.36 CFS Q100=3.15 CFS BY OTHERS RELOCATED TO BE EX. FIBER 227 74.78 LF 24" RCP 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 585 580 575 590 570 74.78 LF 18" RCP 97.45 LF 24" RCP 11.31 LF 18" RCP 11.3 LF 18" RCP ONLY REFERENCE CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UDT01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UDT01.dgn1:404:43:24 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE DETAILS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 228 SIX GRATE INLET PLAN VIEW SECTION D-D 60 LB. RAIL 8'-8" LONG 3/4" X 4" MCH. BOLTS 4'-2 1/4"3'-2 1/4"6"6"8'-10 1/2"4'-2" MIN.3'-8" MIN.12"6"VARIABLED A A 6"6" 8'-10 1/2" 7'-10 1/2" NO SCALE SMOOTH HARD SURFACE 1/2" MORTAR FINISH, TROWEL TO A 3'-2"2'-6"2'-8"2'-6 1/4"2'-5 3/4"5" 3"5/8"1 3/8" 1 1/8" 2 7/8"4" LUGS 7/8"1/4"SECTION G-G TYPE "L" GRATE R-3076 FF G G PLAN VIEW 3/16" CLEARANCE AROUND GRATES CORNER LUGS 1-1/8" X 1"RR LLBL5/8"BRHRHRHLHL5/8" 7/8" 1/4" 1 3/8" 20" 18 1/4" 17 3/4"BOTTOM 1" X 1 1/8"SIDE LUGS - TOP 5/8" X 1 1/8"SECTION A-A4'-2" MIN.3'-8" MIN.6"60 LB. RAIL 6"6"3'-2 1/4" 4'-2 1/4" TO SUIT CONDITIONS DEPRESSION OF GRATES 1/8" 2 1/2" 2 7/8" 1/8" 1/8" 1 1/8"4"1/4"7/8"FRAME DETAIL NO SCALE LUG CORE FOR 3/4" BOLT 2 7/8" 5/8" 1 1/8" 2 1/2" 2 5/8" 1 1/4" 5/8" 1 1/8" 20-1/4" 18" SECTION F-F TYPE "L" GRATE R-3076 3"5" 1/4" 7/8"1/8"D EACH, AND THE CENTER FRAMES SHALL NOT BE LESS THAN 170 LBS. EACH. 185 LBS., THE DOUBLE GRATE INLET FRAMES SHALL NOT BE LESS THAN 177 LBS. THE AVERAGE WEIGHT OF SINGLE GRATE INLET FRAME SHALL NOT BE LESS THAN THE AVERAGE WEIGHT OF ALL GRATE INLETS SHALL NOT BE LESS THAN 153 LBS. AND "HL". OMITTING BOTH END FLANGES, ADD BRACKETS "BR" AND "BL" AND CORE HOLES "HR" TRIPLE GRATE INLETS; USE ONE RIGHT FRAME AND ONE LEFT FRAME AND ONE FRAME FLANGE ON LINE "R/R" AND ADD BRACKET "BR" AND CORE HOLES "HR". FOR STANDARD "L/L" AND ADD BRACKET "BL" AND CORE HOLES "HL", ON LEFT FRAME OMIT FOR STANDARD DOUBLE GRATE INLETS; ON RIGHT FRAME OMIT FLANGE ON LINE MODIFICATIONS FOR DOUBLE AND TRIPLE GRATE INLETS 6. SEE NEXT SHEET FOR GRATE DETAIL. FOR STREETS AND ALLEYS. 5. PROVIDE EXPANSION JOINTS AT EDGE OF ALL BLOCKOUTS SHEET 9010. 4. TYPE "L" GRATES SHALL BE USED AS SHOWN ON INLET WALLS AND BOTTOM. 3. SEE CITY OF DENTON STANDARD DETAILS FOR STEEL IN BE INCLUDED IN UNIT PRICE. 2. EXCAVATION, FRAMES, GRATES AND COVERS SHALL ANGLE OR LOCATION. 1. LATERAL MAY ENTER INLET AT ANY GRADE, TWO GRATE INLET PLAN VIEW SECTION B-B 3'-6"4'-2 1/4"3'-2 1/4"6"6"4'-2" MIN.3'-8" MIN.12"6"B A A 6"6" 3'-6" 2'-6" NO SCALE FINISH1/2" MORTARSURFACESMOOTH HARDTROWEL TO AB 60 LB. RAIL 3'-4" LONG VARIABLE CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UDT02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UDT02.dgn1:404:43:26 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837NTS E. OF LOOP 288 TO W. OF GRISSOM ROAD DRAINAGE DETAILS AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 229 NEENAH FOUNDRY CO. HEAT NO.FLOWFLOWFLOWFLOWNEENAH FOUNDRY CO. HEAT NO. 17" 2Š"3„"3„"3„"2Ž"1‚"1‚" „"„" „"„" 1" •"Ž"ƒ"1Š"•"1"„"ƒ"Œ"3"RŒ"5°60°„"R1"19•"7-SPACES @ 2†"60°5°„"R3•"R1„"„"75°1…"3‚"8-SPACES @ 3"29ƒ"„"„" ‡" „"„" ‡" ƒ" „"„" 1"1" 17ƒ" 3ƒ" 3ƒ"6"6" 6"6" •"1•"2•"R - 3076 R - 3065 NO PAINT ASTM A-48-83 CLASS 35B MATERIAL - CAST GRAY IRON TYPE "L" GRATES R-3076 & R-3065 --- -- -$FILE$$DATE$$TIME$Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS GAF TxDOT TxDOT GAF HIGHWAY SHEET NO. C TxDOT CONT ecdstde1.dgn February 2010 of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:EXTENDED CURB DETAILS CURBS OVER 1'-0" TO 5'-0" TALL FOR BOX CULVERTS WITH ECD CURB QUANTITIES TABLE OF ESTIMATED BARS L (#5) OPTIONAL 3'-8"10" 9" 3 1 "T""C"~ CurbTYPICAL SECTION 1 2 5 H 5 Bars VBars LGENERAL NOTES: BARS V (#5) BARS U (#4) BARS L (#5)10"3 (CY/LF) 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 0.074 0.093 0.111 0.130 0.148 0.167 0.185 (Lb/LF) Reinf Steel 1'-0"0.037 Curb Height "C" 2'-8"10"3 7 H 4 "212 1'-6"0.056 10"2"4 U 6 V 6 6 8.9 14.3 15.4 17.7 18.8 21.2 22.2 24.6 25.6 2 "214 12" Max"C" plus 3""211 Spaced at 12" Max Conc Used for curbs over 1'-0" to 5'-0"3"Max6 7 8 8 6 1'-0"(Typ)L 3Const jt over 1'-0" to 5'-0"Eq spa at Reinforcing bar dimensions shown are out-to-out of bar. otherwise. Cover dimensions are clear dimensions, unless noted 230 grade Finished Spaced at 12" Max Spaced at 12" Max Spaced at 12" Max payment. This Curb is considered as part of the Box Culvert for T631LS railing, use the T631-CM standard. of other rail types. For new construction using T631 or type rails. These details are not suitable for the mounting These details are suitable for use with PR1, PR2 and PR3 allow for future retrofit of Type T631 or T631LS railing. These extended curb details have sufficient strength to Specifications. Designed according to AASHTO LRFD Bridge Design Provide Class "C" concrete (f'c = 3,600 psi) minimum for curbs. Provide Grade 60 reinforcing steel. 3" above the finished grade. For vehicle safety, top of the curb must not project more than " cover.41 Adjust reinforcing steel as necessary to provide 1 CONSTRUCTION NOTES: MATERIAL NOTES: Quantity includes bars K (when applicable). intermediate values of curb height, "C". in table can be interpolated for linear foot of curb length. The value information only. Quantities are per Quantities shown are for Contractor's closure pour. for precast box culverts with 3'-0" Optional bars L are to be used only maintain clear cover. length of bars V as necessary to shown spaced at 12" Max. Adjust with one bar U and two bars V as Replace normal culvert curb bars K maintain 12" Max spacing. Additional bars H(#4) as required to clear obstructions. as shown. Adjust as necessary to Place normal culvert curb bars H(#4) necessary to maintain cover. Place bars L as shown. Tilt hook as necessary to clear obstructions. Adjust normal culvert slab bars as standard for additional details. slabs less than 7" thick, see SCP-MD thickness. For precast boxes with "T" is equal to the culvert top slab 03-16: General Notes added T631-CM. --- -- -$FILE$$DATE$$TIME$Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:4 3'-0" Extend Bars G (2~Wings) REINFORCING TABLE OF WINGWALL REINFORCING TOEWALL TABLE OF V #4 ~ 1'-0" P #4 ~ 1'-0" M #4 4 ~ G #6 ~ 8" F #4 ~ 1'-0" E #4 ~ 1'-0" D #6 ~ 1'-0" D #6 ~ 1'-0" Bar Size No. Spa along this line based on SL:1 slope Length of Wings 16'-0" 9'-11" 5'- 0" 3'-11" 1'- 7" #9 6" #7 6" 505.72 2.448 11.47 0.279 15'-6" 9'- 6" 4'-10" 3'- 8" 1'- 6" #9 6" #7 6" 489.52 2.302 11.24 0.253 14'-6" 8'-10" 4'- 5" 3'- 5" 1'- 4" #9 6" #6 6" 432.94 2.046 10.30 0.218 13'-6" 8'- 2" 4'- 0" 3'- 2" 1'- 2" #8 6" #6 6" 348.72 1.804 10.02 0.186 12'-6" 7'- 8" 3'- 9" 2'-11" 1'- 0" #7 6" #6 6" 283.41 1.592 9.74 0.157 11'-6" 7'- 2" 3'- 6" 2'- 8" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 10'-6" 6'- 5" 3'- 0" 2'- 5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 9'-6" 6'- 0" 2'-10" 2'- 2" 9" #5 6" #5 6" 156.93 1.136 8.41 0.110 8'-6" 5'- 6" 2'- 8" 1'-10" 8" #5 6" #5 6" 144.47 1.000 8.13 0.095 8'-0" 5'- 6" 2'- 8" 1'-10" 8" #5 6" #5 6" 139.04 0.962 8.13 0.095 7'-6" 5'- 0" 2'- 3" 1'- 9" 8" #5 1'-0" #5 1'-0" 96.54 0.902 8.07 0.093 7'-0" 5'- 0" 2'- 3" 1'- 9" 8" #5 1'-0" #5 1'-0" 92.15 0.864 8.07 0.093 6'-6" 4'- 4" 2'- 0" 1'- 4" 7" #5 1'-0" #5 1'-0" 85.05 0.768 7.07 0.078 6'-0" 4'- 4" 2'- 0" 1'- 4" 7" #5 1'-0" #5 1'-0" 80.67 0.730 7.07 0.078 5'-6" 3'- 9" 1'- 7" 1'- 2" 7" #4 1'-0" #4 1'-0" 67.46 0.668 6.96 0.075 5'-0" 3'- 9" 1'- 7" 1'- 2" 7" #4 1'-0" #4 1'-0" 63.45 0.632 6.96 0.075 4'-6" 3'- 2" 1'- 2" 1'- 0" 7" #4 1'-0" #4 1'-0" 59.77 0.568 6.85 0.071 4'-0" 3'- 2" 1'- 2" 1'- 0" 7" #4 1'-0" #4 1'-0" 55.77 0.532 6.85 0.071 3'-6" 2'-10" 10" 1'- 0" 7" #4 1'-0" #4 1'-0" 53.98 0.480 6.85 0.071 3'-3" 2'-10" 10" 1'- 0" 7" #4 1'-0" #4 1'-0" 53.32 0.462 6.85 0.071 3'-0" 2'-10" 10" 1'- 0" 7" #4 1'-0" #4 1'-0" 49.98 0.444 6.85 0.071 2'-9" 2'-10" 10" 1'- 0" 7" #4 1'-0" #4 1'-0" 49.31 0.424 6.85 0.071 2'-6" 2'-10" 10" 1'- 0" 7" #4 1'-0" #4 1'-0" 48.64 0.406 6.85 0.071 Jt Const 3'-0" Extend Bars G6'-0"1'-0"(Showing Wing Reinf)(Showing Wing Reinf)(Showing 30° Skew) Angle Skew less 90° Angle Skew less 90° PARTIAL ELEVATION - PW-2 Field Bend as needed. DESIGNER NOTES: 12 13 PARTIAL ELEVATION - PW-1 WING DIMENSION CALCULATIONS: and U values. See applicable box culvert standard for S, H, T 0 = Culvert Skew Usual value is 2:1) SL:1 = Channel Slope ratio. (Horizontal: 1 Vertical, N = Number of Culvert Spans Ltw = Culvert Toewall Length Lw = Length of Wingwall Hw = Height of Wingwall 2 2 9 12 13 6" for Hw 4'. 3'-0" for Hw 4'. is referenced elsewhere in the plans. 1'-0" typical. 2'-0" typical when RAC standard be allowed for this work. quantities and no additional compensation will above requirements. No changes will be made in Reduce curb heights, if necessary, to meet the flush with finished grade. - For structures with bridge rail, build curbs grade. cannot project more than 3" above finished - For structures without bridge rail, curbs must be met: For vehicle safety, the following requirements other than T6, refer to RAC standard. standard. For structures with traffic rail, structures with T6 bridge rail, refer to T6-CM taller than 1'-0", refer to ECD standard. For with pedestrian rail, bicycle rail or curbs shown elsewhere in the plans. For structures 0" min to 5'-0" max. Estimated curb heights are wing. shown. Provide at least two pair Bars G per Bars G equally spaced at 8" maximum, place as Lap Bars M 1'-6" minimum with Bars M . footing. Extend Bars E 1'-6" minimum into the wingwall Fill around weepholes with coarse gravel. Provide weepholes for Hw = 5'-0" and greater. Bars D. Quantities shown do not include weight of multiply the tabulated values by Lw. determine estimated quantities for two wings, Adjust concrete volume for Type PW-2 wings. To Quantities shown are for two Type PW-1 wings. For 45° Skew ~ 3" For 30° Skew ~ 2" For 15° Skew ~ 1" At discharge end, chamfer may be ƒ". Skew Angle = 0° = (2)(Hw)(Lw) - 1.5 SF for Ty PW-2 and Hw 4' = (2)(Hw)(Lw) - 6 SF for Ty PW-2 and Hw 4' = (2)(Hw)(Lw) for Ty PW-1 Total Wingwall Area (Two Wings ~ SF) Ltw = [(N) (2 U + S) + (N - 1) (0.5')] Cosine 0 For Precast culverts: Ltw = [(N) (S) + (N + 1) (U)] Cosine 0 For Cast-in-place culverts: = (Hw - 0.5') (SL) Cosine 0 for Ty PW-2 and Hw 4' = (Hw - 1') (SL) Cosine 0 for Ty PW-2 and Hw 4' Lw = (Hw) (SL) Cosine 0 for Ty PW-1 Hw = H + T + C Formulas: (All values are in Feet) a railing mounted to the wingwall. Type PW-2 can only be used for applications without be used if railing is to be mounted to the wingwall. Type PW-1 can be used for all applications and must for the Contractor's information only. resulting from the formulas given on this sheet are The quantities for concrete and reinforcing steel dimensions and information. See BCS sheet for wingwall type and additional directed by the Engineer. reduced or eliminated when founded on solid rock, when Depth of toewalls for wingwalls and culverts may be Provide 1 ‚" Min clear cover to reinforcing steel. and Grade 60 reinforcing steel. Provide Class "C" Concrete (f'c = 3,600 psi Min) Design Specifications. Designed in accordance with AASHTO LRFD Bridge reinf Barrel Walls Culvert Barrel Quantities Limits of Culvert Walls Culvert Reinf Barrel Height Wingwall Maximum (2~Wings) of wing per ft Quantities Estimated Reinforcing Variable E #4 ~ 1'-0" M #4 2 ~ J #4 ~ 1'-0" Bar Size No Spa Jt Const (1~Toewall) Toewall per ft of Quantities Estimated (Roadway Slope) Finished Grade SKEWED BOX CULVERTS DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR Barrel Quantities Limits of Culvert Skew Culvert HTY TJ3 EHw2"2"D2D1 V J F Wingwall 1 FV J3"UU BARS J 2 BARS J3BARS J Lw Lw 90°WSECTION C-C PLANC 8"3"(Max)1 1 PLAN LwWLw D2 J FFVU3" J SECTION C-C 3'-0" BARS D1 BARS D23'-0"3'-0"11 Dimensions W X Y Bars J1 Bars J2 SizeSpa SizeSpa Hw Z (Lb/Ft) Reinf Conc (CY/Ft) TABLE OF DIMENSIONS & REINFORCING STEEL 2 M2 3" G V F 2"HTX Y J Const Jt WZ 2"J E M D 2"2 D G F V ZHwJ2 P E 3J SL 1 E C 12'-0"1J 3" weephole 8" P M1 M2 2 1 2"E.S.2"(Typ) Reinf (Lb/Ft) Conc (CY/Ft) LtwLtw W 4" BARS V (Typ)2'-0"T1 1 2 2 3 2 A B A B C Toe of Slope Toe of Slope SECTION A-A SECTION B-B Wingwall Wingwall Wingwall 12" 1D UUUSSU U 10 94"TypGENERAL NOTES: Culvert Skew (Wings for One Structure End) 1 1 6 1 Z 24"+Hw Z 4"Y 8"++-Z 20"+-Z 20"+Y 36"+Hw Z 4"+-V 8 7 8 5 1 2 3 2 11 Lw 2D D1 D2 1D D G F V ZHwJ2 P E 3J SL 1 E C 2'-0"1J 3" weephole M1 M2 22"E.S.2"(Typ) A B A B C 4"Typ1 6 7 8 5 Lw 3'-0"1 1 2 3 4 5 6 7 8 10 11 February 2010 TYPES PW-1 AND PW-2 PW 01-12: PW-1 & PW-2. 11-10: Reinforcing Quantities. pwstde01.dgn GAF CAT GAF TxDOT BOX CULVERTS CONCRETE WINGWALLS WITH PARALLEL WINGS FOR 231 --- -- -$FILE$$DATE$$TIME$Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:1 2 3 4 5 6 7 8 5 3 7 8 4 2 6 1 5 Slab Reinforcing Culvert Bottom Reinforcing Variable Details See Corner Slope Toe of this line. slope along based on SL:1 Length of Wings (Roadway Slope) Finished Grade 16'-0" 8'- 2" 4'- 6" 3'- 0" 1'- 3" #9 6" #6 6" 297.02 1.234 15'-0" 7'- 8" 4'- 0" 3'- 0" 1'- 1" #9 6" #6 6" 283.06 1.068 14'-0" 7'- 2" 3'- 6" 3'- 0" 1'- 0" #8 6" #5 6" 216.78 0.959 13'-0" 6'- 8" 3'- 3" 2'- 9" 11" #7 6" #5 6" 178.80 0.856 12'-0" 6'- 2" 3'- 0" 2'- 6" 9" #7 6" #5 6" 162.29 0.721 11'-0" 5'- 8" 2'- 9" 2'- 3" 8" #6 6" #5 6" 133.65 0.634 10'-0" 5'- 2" 2'- 6" 2'- 0" 8" #5 6" #4 6" 97.25 0.584 9'-0" 4'- 8" 2'- 3" 1'- 9" 8" #4 6" #4 6" 81.49 0.535 8'-0" 4'- 2" 2'- 0" 1'- 6" 8" #5 1'-0" #4 1'-0" 60.19 0.486 7'-0" 3'- 8" 1'- 9" 1'- 3" 7" #4 1'-0" #4 1'-0" 52.77 0.414 6'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 46.42 0.367 5'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.75 0.355 5'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.09 0.343 4'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 41.75 0.330 4'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 38.41 0.285 3'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.74 0.273 3'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.07 0.261 2'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 33.73 0.248 (2~Wings) REINFORCING TABLE OF WINGWALL Q #4 1 ~ L #4 ~ 1'-6" Bar Size No. Spa V #4 ~ 1'-0" R #5 6 ~ P #4 ~ 1'-0" M #4 4 ~ G #6 4 ~ F #4 ~ 1'-0" E #4 ~ 1'-0" D #5 ~ 1'-0" Bar Size No. Spa Hw Height Wingwall Maximum N = Number of Culvert Spans Ltw = Culvert Toewall Length Lw = Length of Wingwall SL:1 = Side Slope Ratio (Horizontal:1 Vertical) Hw = Height of Wingwall QUANTITIES CULVERT TOEWALL TABLE OF ESTIMATED Toewall reinforcing not shown for clarity.) (Showing reinforcing. Culvert and Culvert Const Jt Permiss and U values. See applicable box culvert standard for H, S, T, (2~Wings) wing length per ft of Quantities Estimated S S Lw8"PLAN X Y L Q R SECTION B-B BARS L BARS J BARS J1 2 2'-0"2'-0"6" Conc (CY/Ft)Length Varies ~Dimensions W X Y SizeSpa SizeSpa Z (Lb/Ft) Reinf Conc (CY/Ft) TABLE OF DIMENSIONS & REINFORCING STEEL BARS R 2'-0"2'-0"BARS D 4'-0" BARS VLength Varies ~MZ8" D G R J J P 2'-0"6" X Y W V 2 1 F SECTION A-A EHw 2" (Typ)Z (Shortest)Z (Shortest)E Q PD R WINGWALL CORNER DETAILS FOOTING AND TOEWALL J1 V J1 RV 2"4"2"L F MHperpendicular to Rdwy HwZP J 4"2'-0"G 1 23"TCConforms to Slope 4"R3"D SL 1 ET INSIDE ELEVATION 2'-0" 2.45 0.037 1 2Bars J Bars J MaxTypA J or V 12"MaxF or G B 8" XY Const Jt UUU Ltw For Cast-in-place culverts: Ltw = (N) (S) (N 1) (U) For Precast culverts: Ltw = (N) (2U S) (N 1) (0.5') J2 B Hw = H T C 0.250' Lw = (Hw 0.333') (SL) Wingwall Toewall Culvert Toewall A Total Wingwall Area (Two Wings ~ S.F.)=(Hw 0.333') (Lw) (Wings for One Structure End) WING DIMENSION CALCULATIONS: (Showing Dimensions) 2"Z 20"Y 4"Hw Z 4"(Longest)+-Hw Z 4"(Longest)-+++++- - ++ ++- + Reinf (Lb/Ft) Formulas: (All values are in Feet) W 4"-1'-0"other than T6, refer to RAC standard. to T6-CM standard. For structures with traffic rail, ECD standard. For structures with T6 bridge rail, refer rail, bicycle rail or curbs taller than 1'-0", refer to elsewhere in the plans. For structures with pedestrian 0" min to 5'-0" max. Estimated curb heights are shown SECTION B-B will not be required. riprap is provided, the culvert toewall shown in riprap, at intervals of approximately 20'. When such flow, shall extend across the full distance of the joints or grooved joints, oriented in the direction of typical riprap reinforcing into the toewall; construction ground; the toewall shall be reinforced by extending concrete toewall along all edges adjacent to natural riprap shall have a 6" wide by 1'-6" deep reinforced shown on the plans or directed by the Engineer, the be as required by Item 432, "Riprap". Unless otherwise riprap shall be constructed. Payment for riprap shall When shown elsewhere on the plans, a 5" deep concrete for Contractor's information only. resulting from the formulas given on this sheet are The quantities for concrete and reinforcing steel information. See BCS sheet for additional dimensions and or eliminated as directed by the Engineer. toewalls for culverts and wingwalls may be reduced When structure is founded on solid rock, depth of a minimum of 1 ‚" clear cover. All reinforcing bars shall be adjusted to provide minimum compressive strength of 3600 psi. All concrete shall be Class "C" and shall have a otherwise. steel reinforcing in riprap concrete unless noted Material Producer List (MPL) may be used in lieu of Synthetic fibers listed on the "Fibers for Concrete" All reinforcing steel shall be Grade 60. Designed according to AASHTO LRFD Specifications. Box Culvert. Extend Bars P 3'-0" minimum into bottom slab of from that shown as necessary. flush with Wingwall Toewall. Adjust reinforcing At Contractor's option, Culvert Toewall may be ended cover and 4" minimum between bars. Adjust to fit as necessary to maintain 1 ‚" clear by Lw. quantities for two wings multiply the tabulated values for two wings (one structure end). To determine total Quantities shown are based on an average wing height will be allowed for this work. be made in quantities and no additional compensation 3" projection above finished grade. No changes will shall be reduced, if necessary, to provide a maximum For vehicle safety, curb heights and wall heights GENERAL NOTES: Recommended values of Slope are: 2:1, 3:1, 4:1, & 6:1. SW-O CONCRETE WINGWALLS WITH STRAIGHT WINGS FOR 0° SKEW BOX CULVERTS synthetic fibers. 11-10: Add note for February 2010 sw-0stde.dgn GAF CAT TxDOT GAF 232 --- -- -$FILE$$DATE$$TIME$Standard Division Bridgeof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS AES JGD BWH AES HIGHWAY SHEET NO. C TxDOT CONT SHEET 1 OF 2Bridge LayoutVariable ~ SeeSee Layout for slope ~crown line. See Roadway DetailsApex and riprap break usually at1'-0" Min 1'-0"PLAN ~~~ slope Toe of See Layout for slope~traffic rail Showing conc See elsewhere in plans for rail transition Approach slab or pavement SECTION A-A AT CAP 1 1 T hickness when required Filter fabric, GENERAL NOTES: See Layout for slope Ripra p ELEVATION srrstde1-19.dgn SRR STONE RIPRAP See Layout for limits 233 6" 1 6" 1 2" CAP OPTION A CAP OPTION B joint sealer side of wingwalls with along ends of cap and Plug ends and seal joint DETAIL C A A B B See Detail C with joint sealer or wingwall and seal Nail flashing to cap SECTION B-B 1'-6"Thickness1'-0" abut cap Face of (when specified) Granular material or as directed by the Engineer of granular material under riprap only placed continuously along periphery Loose graded gravel or crushed stone protection riprap is greater than 18". riprap. Omit toewall when thickness of is located adjacent to limits of stone Provide toewall when shoulder drain as required Toewall, shoulder drains. See elsewhere in plans for locations and details of thickness of riprap specified. and construction details. See Layout for limits and Refer to Item 432, "Riprap" for stone size and gradation, span, box beam, or slab beam bridges. for beam/slab type bridges and 1'-6" for slab as directed by the Engineer. Provide 9" Min Top of cap to top of riprap dimension varies Protection Thickness Type R, Type F, CommonslabEdge of bridgeApril 2019 of cap flashing full length 8"X 18 Gage galvanized of cap flashing full length 8"X 18 Gage galvanized --- -- -$FILE$$DATE$$TIME$Standard Division Bridgeof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS AES JGD BWH AES HIGHWAY SHEET NO. C TxDOT CONT SHEET 2 OF 2 specified Grout when 1'-6"Min1'-6" Min 9" Min Thickness 2 times thickness Min 6"Max embankment Slope of perpendicular to slope Upright axes of stone embankment Slope of specified Mortar when Flat side up embankment Slope of Filter fabricembankment Slope of specified Grout when rock depth) (more than one Multiple layers 2 3 2 3 specified Grout when embankment Slope of SRR STONE RIPRAP 9" Min 1'-6"Min1'-6" Min 9" Min 1'-6"Min1'-6" Min Thickness Thickness Thickness 9" Min 1'-6"Min1'-6" Min Thickness FIGURE 1 ~ TYPE R STONE RIPRAP FIGURE 2 ~ TYPE F STONE RIPRAP FIGURE 3 ~ TYPE F STONE RIPRAP FIGURE 4 ~ COMMON STONE RIPRAP FIGURE 5 ~ PROTECTION STONE RIPRAP 234 April 2019 bedding material Filter fabric or protection Riprap stone 2:1 Max T hickness ground Existing protection Riprap stone T hickness 2:1 Max bedding material Filter fabric orground Existing ground Existing 2:1 Max 4 5 5 51:1 4 "Y" x Thickness Height4 ThicknessLength MOUNDED TOE EXTENDED ROCK FILLED TRENCH PROTECTION STONE RIPRAP TOE OPTIONS dry or grouted dry or mortared grouted dry or grouted Example: Riprap (Stone Protection) XX inch, Thickness = YY inch. the layout. List Stone Protection as size (XX inch) and thickness (YY inch) on values if this option is used. "Y" and Height need to be defined. See layout or detail sheet for 2 times the riprap thickness. Minimum toe depth is the larger of the maximum scour depth or in plans. See Layout for thickness of bedding material. Provide bedding material instead of filter fabric if shown elsewhere srrstde1-19.dgn 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC01.dgn1:404:43:32 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA S S S LOT 24A LOOP 288 7-ELEVEN INC LOT 1 LOT 1 101 N LOOP 288 DENNIS J KOOP LOT 1 3612 E McKINNEY STREET McKINNEY BUILDING, LP VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC CAB. R, PG. 3 2EASEMENT2 0' PUBLI C UTI LI TYVOL. 603, PG. 520 EASEMENT 16' PUBL IC UT IL ITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. F, PG. 336 ELEC. EASEMENT20' UTILITY & CAB. F, PG. 336& ELEC.EASEMENT16' UTILITY VOL. 603, PG. 5 20 EASEMENT 16' PUBL IC UT IL ITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & 24" RCP 36" RCP 36" RCP BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5'x3' BOX CULVERTEx. 6' x 3' 24" RCP 24" RCP 24" RCP 24 " RCP 24" RCP 24" RCP 88+00 90+00 91+00 87+00 1 0 0 7 2 +0 0 1 0 0 73+0 0 1 0 0 7 4 +0 0 89+00 24" RCP 4'X2' RCB 235MATCHLINE STA 91+50McKINNEY STREETN LOOP 288S LOOP 2 8 8 EX. R.O.W DISTURBANCE LIMITS OF CL McKINNEY STREET THIS SHEET = 0.37 ACRES TOTAL DISTURBED AREA DISTURBED AREA = 20.65 ACRES PROJECT TOTAL EX. R.O.W EX. R.O.W (TYP.) PROTECTION INSTALL INLET CONTROL LOGS INSTALL EROSION ENTRANCE/EXIT CONSTRUCTION 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC02.dgn1:404:43:34 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E PARKING AREA S PARKING AREA 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOOP 288 7-ELEVEN INC LOT 1 LOT 1 LOT 41LOT 1 LOT 24A VOL. 603, PG. 520 EASEMENT16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY 24" RCP 18" RCP 15" RCP 24" RCP 92+00 93+00 94+00 95+00 96+00 D 18" RCP 18" RCP 18" RCP 18" 24" RCP D 4'X2' RCB RCP30 " 24" RCP 18" V S S S E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1LOT 1 LOT 1 LOT 1 CAB. D, PG. 191 16' UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY LOT 1 100 N LOOP 288 LLC 100 NORTH LOOP 288, CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT 97+00 98+00 99+00 100+00 101+00 24" RCP 18" RCP D18" D 236MATCHLINE STA 91+50McKINNEY STREET MATCHLINE STA 96+50McKINNEY STREET MATCHLINE STA 96+50MATCHLINE STA 101+50CL McKINNEY STREET DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION FROM STA 96+50-101+50 AREA OF DISTURBANCE 1.40 ACRES FROM STA 91+50-96+50 AREA OF DISTURBANCE 1.24 ACRES EX. R.O.W CL McKINNEY STREET CONTROL LOGS INSTALL EROSION THIS SHEET = 2.64 ACRES TOTAL DISTURBED AREA EX. R.O.W DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF EX. R.O.W EX. R.O.W DISTURBANCE LIMITS OF DRIVEDUCHESS (TYP.) PROTECTION INSTALL INLET (TYP.) PROTECTION INSTALL INLET 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC03.dgn1:404:43:37 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 LOT 27 LOT 29 LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 7116' UTILITY EASEMENT 15" RCP 102+00 103+00 104+00 105+00 106+00 24" RCP18" RCP18" RCPD18" RCP36" RCP18" V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE 24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC 3910 E McKINNEY STREET SCOTTIE ADAMS E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF LOT 38 LOT 4LOT 3LOT 2LOT 1 LOT 29 LOT 1R CAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT 15" RCP 24" RCP 18" RCP 15" RCP 18" RCP 18" RCP 18" RCP 106+00 107+00 108+00 109+00 110+00 36" RCP 24"18"36" RCP D 18" 30" RCP 24" RCP 18" 18" R C P 18"RCB 4'X4' RCB 4'X4' RCB 4'X4' 237MATCHLINE STA 106+00MATCHLINE STA 101+50McKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 110+50McKINNEY STREET EX. R.O.W EX. R.O.W EX. R.O.WDISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF CL McKINNEY STREET CL McKINNEY STREET CONTROL LOGS INSTALL EROSION FROM STA 101+50-106+00 AREA OF DISTURBANCE 1.04 ACRES THIS SHEET = 1.50 ACRES TOTAL DISTURBED AREA CONTROL LOGS INSTALL EROSION EX. R.O.W EX. FENCE EX. FENCE EX. FENCE EX. FENCE (TYP.) PROTECTION INSTALL INLET DISTURBANCE LIMITS OF FROM STA 106+00-110+50 AREA OF DISTURBANCE 0.47 ACRES DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS FROM STA 106+00-110+50 BY OTHERS 0.60 ACRES AREA OF DISTURBANCE OF WORK BY OTHERS = 0.60 ACRES TOTAL DISTURBED AREA OF WORK REFERENCE ONLY (TYP.) PROTECTION INSTALL INLET 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC04.dgn1:404:43:39 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D D S S STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC LOT 153 LOT 3LOT 1R LOT 151 (PT)LOT 5R1 LOT 152 CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT STRIP) E McKINNEY STREET (200' VENTURES, LP BCI REAL ESTATE 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6'x4'BOX CULVERT6'x4'B O X C U L V E R T 6'x4'10'x4' RCBC111+00 112+00 113+00 114+00 115+00 222+00223+00BOX CULVERT5'x4'18" RCP18"18" RCPD18"BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" D 4'X4' RCBRCB 4'X4' PARKING AREA E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP BAYLOR UNIVERSITY 4301 E McKINNEY STREET CITY OF DENTON 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT)LOT 151 (PT) LOT 159 LOT 161LOT 154 STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & 15" CMP 15" CMP 116+00 117+00 118+00 119+0018"5'X2' RCB5'X2' RCB 5'X2' RCB 18" RCP RCP 24" 238MATCHLINE STA 110+50McKINNEY STREET MATCHLINE STA 115+50MATCHLINE STA 115+50ROADN MAYHI LL ROADS MAYHI LL McKINNEY STREET LOT 5R1 EX. R.O.W DISTURBANCE LIMITS OF EX. R.O.W EX. R.O.W EX. R.O.W (TYP.) PROTECTION INSTALL INLET (TYP.) PROTECTION INSTALL INLET CL McKINNEY STREET CL McKINNEY STREET CONTROL LOGS INSTALL EROSION THIS SHEET = 0.36 ACRES TOTAL DISTURBED AREA MATCHLINE STA 119+00BAYLOR UNIVERSITY LOT 151 (PT) FROM STA 117+50-119+00 AREA OF DISTURBANCE 0.36 ACRES LINK FENCE EX. CHAIN EX. FENCE DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF EROSION CONTROL PLAN MAYHILL ROAD SEE SH. FOR 246 (TYP.) CONTROL LOGS INSTALL EROSION DISTURBANCE LIMITS OF REFERENCE ONLY FROM STA 110+50-115+50 BY OTHERS 0.78 ACRES AREA OF DISTURBANCE OF WORK FROM STA 115+50-117+50 BY OTHERS 0.46 ACRES AREA OF DISTURBANCE OF WORK BY OTHERS = 1.24 ACRES TOTAL DISTURBED AREA OF WORK ENTRANCE/EXIT CONSTRUCTION ROCK CHECK DAM CHECK DAM ROCK (TYP.) PROTECTION INSTALL INLET 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC05.dgn1:404:43:43 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 585.19 5/8" IRS W/RANDOM 34 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT) LOT 161 LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 15" CMP 15" CMP 119+00 120+00 121+00 5'X2' RCB 24" RCP 24" RCP 5'X2' RCB18" VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4663 E McKINNEY STREETMEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 BCI REAL ESTATE VENTURES,LP LOT 151 (PT) 122+00 123+00 124+00 125+00 126+00 PARKING AREA PBX 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S 18" CMP 15" RCP 15" RCP 5'X2' RCB 36" RCPRCB 5'X3' McKINNEY STREET MATCHLINE STA 121+50 F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 113+99.92, 39.49' RT 239MATCHLINE STA 121+50MATCHLINE STA 126+00McKINNEY STREETMATCHLINE STA 119+00EX. R.O.W CONTROL LOGS INSTALL EROSION CL McKINNEY STREET EX. R.O.W FROM STA 121+50-126+00 AREA OF DISTURBANCE 1.06 ACRES CL McKINNEY STREET THIS SHEET = 1.66 ACRES TOTAL DISTURBED AREA DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF EX. R.O.W EX. FENCE (TYP.) PROTECTION INSTALL INLET CONTROL LOGS INSTALL EROSION DISTURBANCE LIMITS OF (TYP.) PROTECTION INSTALL INLET FROM STA 119+00-121+50 AREA OF DISTURBANCE 0.60 ACRES END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 PROTECTION INSTALL INLET 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC06.dgn1:404:43:45 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 151 (PT) LOT 168 LOT 169 VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 9 9 -R0 07730 9UTILITY EASEMENT 2 0' PUBLI C 126+00 127+00 128+00 129+00 130+00 BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 130+00 131+00 132+00 133+00 134+00 135+00 CONCRETE PBX E 15" RCP 15" RCP 21" RCP 21" RCP 21" RCP 24" RCP 27" RCP 1 5" R C P 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CPRCBCEX.9'X6'D 18" RCP18" RCP36" R CP 18" RCP 36" RCP 36" RCP18"18" RCPD 36" RCP RCP 24" 4'x3' RCB BOX CULVERT3-6'x3'D 1+002+003+00 2+00 18" 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP24" RCP24"24"18"RCB5'X3' 18" RCP 10+004'X3' RCB 4'X3' RCB MATCHLINE STA 130+00MATCHLINE STA 130+00MATCHLINE STA 135+00MATCHLINE STA 126+00McKINNEY STREET McKINNEY STREETRYAN WAY240ROADN CARPENTEREX. R.O.W CONTROL LOGS INSTALL EROSION DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF EX. R.O.W CONTROL LOGS INSTALL EROSION CL McKINNEY STREET FROM STA 130+00-135+00 AREA OF DISTURBANCE 1.15 ACRES FROM STA 126+00-130+00 AREA OF DISTURBANCE 0.94 ACRES THIS SHEET = 2.09 ACRES TOTAL DISTURBED AREA EX. FENCE EX. WOODEN FENCE EX. WOODEN FENCE (TYP.) PROTECTION INSTALL INLET (TYP.) PROTECTION INSTALL INLET DISTURBANCE LIMITS OF EX. R.O.W 247 EROSION CONTROL PLAN RYAN WAY SEE SH. FOR ROCK CHECK DAM ROCK CHECK DAM 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC07.dgn1:404:43:47 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 587.025/8" IRS W/RANDOM36 5101 E McKINNEY STREET DENTON ISD LOT 1R4 E McKINNEY STREET KIM Y PHAM LOT 1 CAB. H, PG. 6220' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 135+00 136+00 137+00 138+00 139+00 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1R4 LOT 1 LOT 1, BLOCK A LOT 1, BLOCK B CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENTCAB. H, P G. 6 2 1 6' UTI LI T Y E AS E ME N T CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT 139+00 140+00 141+00 142+00 143+00 V E ES 592.87 5/8" IRS W/RANDOM 37 24" RCP 18" RCP 24" RCP 18" RCP D7+00 8+00 9+0018"24" RCP 18"RCP MATCHLINE STA 143+50MATCHLINE STA 139+00MATCHLINE STA 135+00MATCHLINE STA 139+00McKINNEY STREET McKINNEY STREET GLENNGARY WAY241 CL McKINNEY STREET CL McKINNEY STREET EX. R.O.W EX. R.O.W DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF FROM STA 135+00-139+00 AREA OF DISTURBANCE 0.96 ACRES FROM STA 139+00-143+50 AREA OF DISTURBANCE 1.09 ACRES THIS SHEET = 2.05 ACRES TOTAL DISTURBED AREA (TYP.) PROTECTION INSTALL INLET CONTROL LOGS INSTALL EROSION CONTROL LOGS INSTALL EROSION EX. WOODEN FENCE (TYP.) PROTECTION INSTALL INLET 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC08.dgn1:404:43:49 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147BLOT 1, BLOCK B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK 144+00 145+00 146+00 147+00 148+00 E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147B LOT 1 LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT 148+00 149+00 150+00 151+00 152+00 CONCRETE E S S S 582.48 X CUT SET 38 18" RCP 18" RCP BOX CULVERT4.35'x4'3 - 3 6 " CMPRCBEX.3-6'x3'D18"RCP18"18" RCP 4+00 2+003+0018" RCP 18" RCP 18"24" RCP 24" RCP 18" RCP24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'MATCHLINE STA 143+50MATCHLINE STA 148+00MATCHLINE STA 152+50MATCHLINE STA 148+00McKINNEY STREET 242 12" WWMcKINNEY STREET FROM STA 148+00-152+50 AREA OF DISTURBANCE 1.06 ACRES FROM STA 143+50-148+00 AREA OF DISTURBANCE 1.03 ACRES THIS SHEET = 2.09 ACRES TOTAL DISTURBED AREA EX. R.O.W EX. R.O.W DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION S FORK DRIVECL McKINNEY STREET CL McKINNEY STREET CONTROL LOGS INSTALL EROSION LINK FENCE EX. CHAIN LINK FENCE EX. CHAIN LINK FENCE EX. CHAIN EX. WOODEN FENCE (TYP.) PROTECTION INSTALL INLET EX. R.O.W DISTURBANCE LIMITS OF (TYP.) PROTECTION INSTALL INLET ROCK CHECK DAM 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC09.dgn1:404:43:52 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET ATMOS ENERGY CORP LOT 147A E McKINNEY STREET ATMOS ENERGY CORP LOT 147B LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT 153+00 154+00 155+00 156+00 157+00 E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC K O R N U P A U L & WE N TS AI LOT 147A LOT 143, 144L O T 108 LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT V OL. 990, P G.640 15' UTILIT Y E AS E ME N T 157+00 158+00 159+00 160+00 161+00 585.97PK NAIL SET39 DD18" RCP3'x2' RCB 18" RCP 18"MATCHLINE STA 152+50MATCHLINE STA 157+00MATCHLINE STA 161+50MATCHLINE STA 157+00McKINNEY STREET McKINNEY STREET 243FROM STA 157+00-161+50 AREA OF DISTURBANCE 1.03 ACRES FROM STA 152+00-157+00 AREA OF DISTURBANCE 1.03 ACRES THIS SHEET = 2.06 ACRES TOTAL DISTURBED AREA CL McKINNEY STREET CL McKINNEY STREET EX. R.O.W EX. R.O.WDISTURBANCE LIMITS OF DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION EX. WOODEN FENCE EX. WOODEN FENCE LINK FENCE EX. CHAIN EX. FENCE LINK FENCE EX. CHAIN (TYP.) PROTECTION INSTALL INLET CONTROL LOGS INSTALL EROSION DISTURBANCE LIMITS OF EX. R.O.W DISTURBANCE LIMITS OF EX. R.O.W 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC10.dgn1:404:43:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 143, 144 LOT 147A LOT 146 E McKINNEY STREET ATMOS ENERGY CORP 162+00 163+00 164+00 165+00 166+00 E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 146 LOT 145 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON 166+00 167+00 168+00 169+00 170+00 594.11 5/8" IRS W/RANDOM 40 DMATCHLINE STA 161+50MATCHLINE STA 166+00MATCHLINE STA 170+50MATCHLINE STA 166+00244 McKINNEY STREET McKINNEY STREET Mc KI NNEY STREETFROM STA 166+00-170+50 AREA OF DISTURBANCE 1.03 ACRES FROM STA 161+50-166+00 AREA OF DISTURBANCE 1.03 ACRES THIS SHEET = 2.06 ACRES TOTAL DISTURBED AREA EX. R.O.W EX. R.O.W DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION CONTROL LOGS INSTALL EROSION CL McKINNEY STREET CL McKINNEY STREET EX. FENCE EX. FENCE LINK FENCE EX. CHAIN DISTURBANCE LIMITS OF EX. R.O.W DISTURBANCE LIMITS OF EX. R.O.W 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC11.dgn1:404:43:56 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S S S 587.06 5/8" IRS W/RANDOM 41 D E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 146 LOT 143, 144 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON TRINITY ROAD E McKINNEY STREET & ON McKINNEY STREET LLC THE WOODLANDS VOL. 695, PG. 351 16' UTILITY EASEMENT VOL. XX, PG. XX UTILITY EASEMENT VARIABLE WIDTH VOL. XX, PG. XX 25' UTILITY EASEMENT VOL. XX, PG. XX 16' UTILITY EASEMENT VOL. XX, PG. XX EASEMENT 30' TEMPORARY CONSTRUCTION 171+00 172+00 173+00 174+00 175+00 MATCHLINE STA 170+50McKINNEY STREET 245 EX. R.O.W DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION CL McKINNEY STREET THIS SHEET = 0.70 ACRES TOTAL DISTURBED AREA EX. FENCE LINK FENCE EX. CHAIN ENTRANCE/EXIT CONSTRUCTION 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC12.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC12.dgn1:404:43:58 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETESSDDDDS3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP 1516 E McKINNEY STREET TALOUKIE BROS ENT INC LOT 5R1 LOT 3 LOT 152 LOT 151 (PT) LOT 5R2 4001 E McKINNEY STREET CITY OF DENTON CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT 27" RCPBOX CULVERT 6'x4' BOX CULVERT 6'x4' BOX CULVERT6'x4'18" RCP 18" RCP 24" RCPBOX CULVERT6'x4' BOX CULVERT 8'x4' 18" RCP 18" RCP18" RCP BOX CULVERT 6'x4' BOX CULVERT 8'x4'112+00113+00222+00 221+00 220+00 223+00 224+00 225+00DBOX CULVERT6'x4'BOX CULVERT6'x4'4'X4' RCBMcKINNEY STREETS MAYHILL ROAD N MAYHILL ROAD 246 CL McKINNEY STREET CL MAYHILL ROAD EX. R.O.W EX. R.O.W DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF CONTROL LOGS INSTALL EROSION (TYP.) PROTECTION INSTALL INLET (TYP.) PROTECTION INSTALL INLET 238 EROSION CONTROL PLAN McKINNEY STREET SEE SH. FOR BY OTHERS = 1.07 ACRES TOTAL DISTURBED AREA OF WORK REFERENCE ONLY 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC13.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CEC13.dgn1:404:44:02 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 EROSION CONTROL PLAN TO NCTCOG STANDARDS. & CONTROLS SHALL CONFORM WATER POLLUTION PREVENTION, TEMPORARY EROSION, SEDIMENT, NOTE: INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL LOGS ENTRANCE/EXIT STABILIZED CONSTRUCTION LEGEND: ROCK CHECK DAM 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX E 3 6 " T R E EBCI REAL ESTATE VENTURES,LP 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ 5101 E McKINNEY STREET DENTON ISD LOT 169 LOT 151 (PT) LOT 150 LOT 1R4 5043 E McKINNEY STREET CHELA DARLINE McDONALD CAB. H, PG. 62 20' UTILITY EASEMENT PC 129+61.61 130+00131+00132+0018"36" RCP36" RCP36" RCP24" RCP24"24"4'X3' RCB4'X3' RCBMcKINNEY STREET247 RYAN WAY THIS SHEET = 0.14 ACRES TOTAL DISTURBED AREA EX. WOODEN FENCE DISTURBANCE LIMITS OF EX. R.O.W (TYP.) PROTECTION INSTALL INLET (TYP.) PROTECTION INSTALL INLET 240 EROSION CONTROL PLAN McKINNEY STREET SEE SH. FOR SHEET 1 OF 3 SECTION C-C STAKE FLOW A A 1' B B R.O.W. BACK OF CURB FLOW DISTURBED AREA LIP OF GUTTER2'1'C C R.O.W. FLOW2'GENERAL NOTES:+-+-2"•"1"R REBAR STAKE DETAIL #3 BAR CONTROL LOGS SPECIFIED IN PLANS DIAMETER MEASUREMENTS OF EROSION DISTURBED AREA BACK OF CURB LIP OF GUTTER PLAN VIEW PLAN VIEW CL-ROW CL-BOC CL-D PLAN VIEW 1' MIN.ENGINEER. AS DIRECTED BY THE (4' MAX. SPACING), OR NEEDED TO SECURE LOG ADDITIONAL POINTS AS AT EACH END, AND AT SIDE AT THE CENTER, STAKE LOG ON DOWNHILL ENGINEER. OR AS DIRECTED BY THE AS NEEDED TO SECURE LOG, LOG AT 8' (ON CENTER) MAX. STAKE ON DOWNHILL SIDE OF ENGINEER. OR AS DIRECTED BY THE AS NEEDED TO SECURE LOG, LOG AT 8' (ON CENTER) MAX. STAKE ON DOWNHILL SIDE OF EROSION CONTROL LOG DAM STAKE SECTION B-B CONTROL LOG TEMP. EROSION 1' (TYP.) SECTION A-A EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY EROSION CONTROL LOG AT BACK OF CURB THE ENGINEER. OR AS DIRECTED BY (4' MAX. SPACING), NEEDED TO SECURE LOG ADDITIONAL POINTS AS AT EACH END, AND AT SIDE AT THE CENTER, STAKE LOG ON DOWNHILL CONTROL LOG UNDER EROSION COMPOST CRADLE DIRECTED STAKE AS OF LOG TO SECURE END CONTROL LOG TEMP. EROSION CONTROL LOG TEMP. EROSION R.O.W. CONTROL LOG UNDER EROSION COMPOST CRADLE CONTROL LOG TEMP. EROSION R.O.W. CONTROL LOG UNDER EROSION COMPOST CRADLE DIRECTED STAKE AS OF LOG TO SECURE END DIRECTED STAKE AS OF LOG TO SECURE END CONTROL LOG TEMP. EROSION LOG CONTROL EROSION TEMPORARY (TYP.) 1' CL-GI RUNOFF EVENTS STAKES FOR HEAVY ADDITIONAL UPSTREAM RUNOFF EVENTS STAKES FOR HEAVY ADDITIONAL UPSTREAM RUNOFF EVENTS STAKES FOR HEAVY ADDITIONAL UPSTREAM RUNOFF EVENTS STAKES FOR HEAVY ADDITIONAL UPSTREAM LOG FROM FOLDING IN ON ITSELF. UPSTREAM STAKES MAY BE NECESSARY TO KEEP FOR HEAVY RUNOFF EVENTS, ADDITIONAL10. LOG. TO PREVENT RUNOFF FROM FLOWING AROUND THE TURN THE ENDS OF EACH ROW OF LOGS UPSLOPE9. SIZE TO HOLD LOGS IN PLACE. ON TOP OF LOGS & SHALL BE OF SUFFICIENT SANDBAGS USED AS ANCHORS SHALL BE PLACED8. WILL NOT BE PAID FOR SEPARATELY. COMPOST CRADLE MATERIAL IS INCIDENTAL &7. MESH. DO NOT PLACE STAKES THROUGH CONTAINMENT 6. THE ENGINEER. 2" PROTRUDES ABOVE LOG, OR AS DIRECTED BY #3 REBAR, 2'-4' LONG, EMBEDDED SUCH THAT STAKES SHALL BE 2" X 2" WOOD OR5. DEFORMATION. SPECIFIED IN THE PLANS WITHOUT EXCESSIVE TO ACHIEVE THE MINIMUM COMPACTED DIAMETER FILL LOGS WITH SUFFICIENT FILTER MATERIAL4. USE RECYCLABLE CONTAINMENT MESH. SYSTEM. FOR TEMPORARY INSTALLATIONS, REMAIN IN PLACE AS PART OF A VEGETATIVE CONTAINMENT MESH ONLY WHERE LOG WILL BIODEGRADABLE OR PHOTODEGRADABLE UNLESS OTHERWISE DIRECTED, USE3. THE PURPOSE INTENDED. RECOMMENDATIONS AND AS REQUIRED FOR BE IN ACCORDANCE WITH MANUFACTURER'S LENGTHS OF EROSION CONTROL LOGS SHALL2. ENGINEER. RECOMMENDATIONS, OR AS DIRECTED BY THE IN ACCORDANCE WITH MANFACTURER'S EROSION CONTROL LOGS SHALL BE INSTALLED1. CL-D CL-BOC CL-ROW CL-SST CL-SSL CL-DI CL-CI EROSION CONTROL LOG DAM EROSION CONTROL LOG AT DROP INLET EROSION CONTROL LOG AT CURB INLET EROSION CONTROL LOG AT CURB & GRATE INLET LEGEND EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY STAKE AND TRENCHING ANCHORING EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING EROSION CONTROL LOGS ON SLOPES EROSION CONTROL LOG AT BACK OF CURB DN:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. CONT EC(9)-16 Standard Division Design JULY 2016C TxDOT: TxDOT POLLUTION CONTROL MEASURES SEDIMENT AND WATER TEMPORARY EROSION, ec916 248 EROSION CONTROL LOG CK:DW:KM LSLS/PT CK:TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. DISCLAIMER:DIAMETER COMPACTED MINIMUM DIAMETER COMPACTED MINIMUM FILE:DATE:$FILE$$DATE$SEDIMENT BASIN & TRAP USAGE GUIDELINES 3. Just before the drainage enters a water course 4. Just before the drainage leaves the right of way 1. Within drainage ditches spaced as needed or min. 500' on center sediment out of runoff draining from an unstabilized area. 2. Immediately preceding ditch inlets or drain inlets limits where drainage flows away from the project. 5. Just before the drainage leaves the construction will not be paid for separately. Cleaning and removal of accumulated sediment deposits is incidental and An erosion control log sediment trap may be used to filter Log Traps: The drainage area for a sediment trap should not exceed 5 acres. The trap capacity should be 1800 CF/Acre (0.5" over the drainage area). Control logs should be placed in the following locations: The logs should be cleaned when the sediment has accumulated to a depth of 1/2 the log diameter. SHEET 2 OF 3 TOE OF SLOPE 5'-0" ABOVE STAGGER JOINTS 5'-0" TO 10'-0" STAGGER JOINTS 5'-0" TO 10'-0" STAKE NOTCH DETAIL4"STAKE ROPE NOTCH •" x •" EROSION CONTROL LOG SPACING TABLE 6"8"12" 2:1 3:1 1'2' STAKE 18" TOP OF SLOPE 6' BELOW TOP OF SLOPE EROSION CONTROL LOG TOE OF SLOPE 5'-0" ABOVE TOP OF SLOPE 6' BELOW TOP OF SLOPE EROSION CONTROL LOG 2' MINIMUM SLOPE 1:1 OR STEEPER 4:1 OR FLATTER LOG DIAMETER TRENCH DEPTH TABLE LOG DIAMETER DEPTH 6" 8" 2" 3" 4"12" MINIMUM2" MINIMUM 6" DIAMETER EROSION CONTROL LOG SLOPE ROPE NOTCH Typ STAKE 2' TO 4' LONG. or #3 REBAR, 2" x 2" WOOD CONTROL LOG. SIDE OF EROSION MATERIAL ON UPHILL PLACE EXCAVATED 12" MI NI MU MHARD, ROCKY SOILS- ADJUST ROWS FARTHER APART SOFT, LOAMY SOILS-ADJUST ROWS CLOSER TOGETHER; * ADJUSTMENTS CAN BE MADE FOR SOIL TYPE: 2' 1' OVERLAP 2' LOG CONTROL EROSION LOG CONTROL EROSION TOE OF SLOPE TOE OF SLOPE 12" 18"5"MIN.2"DISTURBED AREA DIRECTED STAKE AS OF LOG TO SECURE END 5' END SECTION RAP DETAIL UNDERCUTTING. SOIL TO PREVENT NOTE: COMPACT EXCAVATED 1' 2' MINIMUM 2' OVERLAP LOG CONTROL EROSION EVENTS HEAVY RUNOFF NEEDED FOR STAKING IF ADDITIONAL 4' TABLE BELOW) SPACING CONTROL LOG (SEE EROSION LOG SPACING TABLE BELOW) SPACING CONTROL LOG (SEE EROSION LOG SPACING 5'10'15'20' 10'20'30'40' 15'30'45'60' 20'40'60'80' STAKE AND TRENCHING ANCHORING DETAIL STAKE AND LASHING ANCHORING DETAIL CL-SST CL-SSL CL-SSLCL-SST STAKE AND TRENCHING ANCHORING EROSION CONTROL LOGS ON SLOPES STAKE AND LASHING ANCHORING EROSION CONTROL LOGS ON SLOPES DN:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. CONT EC(9)-16 Standard Division Design JULY 2016C TxDOT: 249 TxDOT POLLUTION CONTROL MEASURES SEDIMENT AND WATER TEMPORARY EROSION, EROSION CONTROL LOG ec116 CK:DW:KM LSLS/PT CK:TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. DISCLAIMER:FILE:DATE:$FILE$$DATE$ 24"24" MINIMUM OVERLAP ENDS TIGHTLY DIRECTED STAKE AS OF LOG TO SECURE END CONTROL LOG TEMP. EROSION Flow ROADWAYFlow Flo wFlo wCURB FLOWFLOW CONTROL LOG TEMP. EROSION EROSION CONTROL LOG AREA DRAIN INLETS WITH DRAINAGE ACCESS TO COMPLETELY SURROUND Flow 6" CURB ROADWAYFlow Flo wFl o wCURB INLET EXTENSION INLET MIN. 2 FT MIN. 2 FT GRATE INLET CURB AND EROSION CONTROL LOG AT DROP INLET CL-DI CONTROL LOG TEMP. EROSION BB 24"-30" SHEET 3 OF 3 IN PLACE (TYPICAL) LOG AS NEEDED TO HOLD ON DOWNHILL SIDE OF STAKE OR USE SANDBAGS SANDBAG SANDBAG EROSION CONTROL LOG AT CURB & GRADE INLET NEEDED OR SANDBAGS TO HOLD IN PLACE. LOGS, AT ENDS, MIDPOINT, & AS USE STAKES ON DOWNSTREAM SIDE OF TEMPORARY EROSION CONTROL LOG NEEDED OR SANDBAGS TO HOLD IN PLACE. LOGS, AT ENDS, MIDPOINT, & AS USE STAKES ON DOWNSTREAM SIDE OF 2 SAND BAGS 2 SAND BAGS STORM SEWER SYSTEM IS NOT FULLY FUNCTIONAL. TRAFFIC OR FLOOD THE ROADWAY OR WHEN THE SHOULD ONLY BE USED IF THEY WILL NOT IMPEDE EROSION CONTROL LOGS USED AT CURB INLETS NOTE: 6"-8" CL-GI DN:FILE: --- - JOB COUNTY SECT DIST REVISIONS - HIGHWAY - SHEET NO. CONT EC(9)-16 Standard Division Design JULY 2016C TxDOT: 250 TxDOT POLLUTION CONTROL MEASURES SEDIMENT AND WATER TEMPORARY EROSION, EROSION CONTROL LOG ec916 CK:DW:KM LSLS/PT CK:TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. DISCLAIMER:FILE:DATE:$FILE$$DATE$ EROSION CONTROL LOG AT CURB INLET CL-CI EROSION CONTROL LOG AT CURB INLET CL-CI SANDBAG DETAIL SECTION B-B 16"-18" 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT01.dgn1:404:44:05 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA S S S 587.72 5/8" IRS W/RANDOM 3 0LOT 24A LOOP 288 7-ELEVEN INC LOT 1 LOT 1 101 N LOOP 288 DENNIS J KOOP LOT 1 3612 E McKINNEY STREET McKINNEY BUILDING, LP VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC VOL. 60 3, PG. 520 EASEMENT 16' PUBL IC UT IL ITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. F, PG. 336ELEC. EASEMENT20' UTILITY & VOL. 603, PG. 520 EASEMENT16' PUBL IC UT IL ITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & CAB. F, PG. 336& ELEC.EASEMENT16' UTILITY D.R.D.C.T. PG. 394 VOL. 440, EASEMENT DRAINAGE 40' TXDOT WV WV WV LT LT LT LT LT30" WW3 0 " WW3 0 " WW8" WW8" WW 8" W 8" W8" W8" W2 0" W 2 0" W 8" W 24" RCP 36" RCP 36" RCP BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5' x 3' BOX CULVERTEx. 6' x 3' 24" RCP 24" RCP 24 " RC P WV 2 0" W PT 90+20.1888+00 90+00 91+00 87+00 1 0072+ 0 0 100 7 3 +0 0 1 0 0 7 4 +0 0 89+00 24" RCP 4'X2' RCB 12" W 12" W 91+00FL 12" = 582.07 FL 12" = 582.17 FL 12" = 582.00FL EX. 8" = 582.00Ex. 8" Water 1-12" 11.25° H. BENDINSTALL:LINE A 90+92.17, 43.17' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 91+00.00, 41.74' RT1-12" 11.25° H. BENDINSTALL:LINE A 91+33.07, 35.69' RT(+) 0.20% AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUNDBEGIN 12" PVC WATER LINE A1-12" GATE VALVE1-12" 22.5° H. BEND1-12"x8" REDUCERINSTALL:CONNECT TO EX. 8" WATERLINE A 90+65.00, 53.93' RTEX. GAS EX. CCTV CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 91+50251MATCHLINE STA 91+50N LOOP 288S LOOP 2 8812" WATER LINE A 1-12" GATE VALVE 11 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 91+00.00, 41.74' RT EX. 8" WATER CUT & PLUG EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W 570 600 595 585 580 575 590 570 600 595 585 580 575 590 EX. 8" WATER TO BE KILLED 12" PVC C900 (DR-14) WATER INSTALL 88 LF BEGIN PROP. 12" WATER LINE A CONNECT TO EX. 8 WATER (W) 1-12" GATE VALVE 1-12" 22.5° H. BEND 1-12"x8" REDUCER INSTALL: 90+65.00, 53.93' RT 1-12" 11.25° H. BEND INSTALL: 90+92.17, 43.17' RT 1-12" 11.25° H. BEND INSTALL: 91+33.07, 35.69' RT 570 600 595 585 580 575 590 CLASS B-3 EMBEDMENT 88 LF 12" PVC C900 (DR-14) 12" WATER LINE A 24" RCP 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT02.dgn1:404:44:08 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E PARKING AREA S PARKING AREA LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC LOT 41 101 S LOOP 288 DNB INVESTMENTS LTD LOT 1 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOT 24A LOOP 288 7-ELEVEN INC VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT WV WV 8" WW 8" WW 8" WW 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 24" RCP 18" RCP 15" RCP 24" RCP 8" W 20" W PT 94+85.56 PC 93+74.5992+00 93+00 94+00 95+00 96+00 D18" RCP 18" RCP 18" RCP 18" 24" RCP D 4'X2' RCB RCP30" 24" RCP 18" 12" W 12" W 12" W 12" W 20" W 20" W 20" W 20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W6" W1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 94+00.00, 39.91' RTAT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND2.69° LEFTPULL PIPELINE A 92+24.89, 40.00' RT1.82° RIGHTPULL PIPELINE A 94+30.08, 39.57' RT(+) 0.20% EX. FIBER EX. CCTV 1.43° LEFTPULL PIPELINE A 95+60.00, 40.00' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 94+25.00, 39.64' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 96+00.00, 39.00' RT92+00 93+00 94+00 95+00 96+00FL 12" = 582.17 FL 12" = 582.27 FL 12" = 582.37 FL 12" = 582.47 FL 12" = 582.57 FL 12" = 582.77 FL 12" = 582.87 FL 12" = 582.97 FL 12" = 583.17 FL 6" = 582.92FL 12" = 582.67 FL 6" = 582.97FL 12" = 582.72 FL 6" = 582.32FL 12" = 583.07 CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 96+50252MATCHLINE STA 91+50MATCHLINE STA 91+50MATCHLINE STA 96+5012" WATER LINE A 1-12" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 94+00.00, 39.91' RT EX. R.O.W EX. R.O.W EX. FH REMOVE & DELIVER 570 600 595 585 580 575 590 570 600 595 585 580 575 590 CLASS B-3 EMBEDMENT 499 LF 12" PVC C900 (DR-14) 12" WATER LINE A SEE SHEET20" WATER LINE B 20" WATER LINE B EX. 8" WATER TO BE KILLED 12" PVC C900 (DR-14) WATER INSTALL 499 LF 257SEE SHEET 20" WATER LINE B 40'40'1.82° RIGHT PULL PIPE 94+30.08, 39.57' RT 2.69° LEFT PULL PIPE 92+24.89, 40.00' RT 1-12" GATE VALVE 68 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 94+25.00, 39.64' RT 101 S LOOP 288 DNB INVESTMENTS LTD LOT 41 18" RCP 1-12" GATE VALVE 68 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 96+00.00, 39.00' RT 3730 E McKINNEY STREET LISA FONG LEUNG LOT 1 1.43° LEFT PULL PIPE 95+60.00, 40.00' RT 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT03.dgn1:404:44:10 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V V PARKING AREA S S S 590.91 5/8" IRS W/RANDOM 31 LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 CAB. D, PG. 191 16' UTILITY EASEMENT CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY WV WV WV 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8" WW8" W8 " W6" W 6" W6" W 6" W T PC 99+35.0897+00 98+00 99+00 100+00 101+00 24" RCP 18" RCP D18" D 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 6" W6" WSLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 97+00.00, 37.50' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 99+75.00, 37.50' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 100+25.00, 38.10' RTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 1.43° RIGHTPULL PIPELINE A 96+60.00, 37.50' RT(+) 0.20%(-) 0.24%(-) 0.24%(-) 0.80%PULL PIPE (DOWN)LINE A 97+25.00, 37.50' RTPULL PIPE (DOWN)LINE A 99+50.00, 37.50' RTEX. GAS FL 8" 579.81+/- W/ 15" STEEL ENCASEMENT EX. 8" WW 1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 100+15.00, 38.01' RT97+00 98+00 99+00 100+00 101+00FL 12" = 583.17 FL 12" = 583.26FL 12" = 583.14FL 12" = 583.01FL 12" = 582.89FL 12" = 582.77 FL 12" = 581.97 FL 12" = 581.57 FL 12" = 581.17 FL 6" = 583.52FL 12" = 583.27 FL 6" = 582.82FL 12" = 582.57FL 6" = 582.42FL 12" = 582.17 FL 12" = 582.37 FL 12" = 583.32FL 6" = 582.50FL 12" = 582.25CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 101+50MATCHLINE STA 96+50MATCHLINE STA 96+50MATCHLINE STA 101+50253DRIVEDUCHESS 12" WATER LINE A EX. 6" WATER CUT & PLUG 1-12" GATE VALVE 5 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 97+00.00, 37.50' RT DEG = 1° 08' 45.30" CURVE 1 (CV A-1) CV A-1 = 3° 35' 00.00" LT EX. R.O.W EX. R.O.W EX. R.O.W 1-12" GATE VALVE 63 LF 6" PVC WATER 1-6" 90° H. BEND 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 99+75.00, 37.50' RT CONNECT TO EX. 6" WATER (E) REMOVE EX. 6" 45°H. BEND 100+07.86, 66.68' RTEX. FH REMOVE & DELIVER 570 600 595 585 580 575 590 570 600 595 585 580 575 590 N = 7127582.79 E = 2400948.27 T = 156.40' L = 312.70' R = 5,000.00' 1-12" GATE VALVE 66 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 100+25.00, 38.10' RT CLASS B-3 EMBEDMENT 502 LF 12" PVC C900 (DR-14) 12" WATER LINE A SEE SHEET20" WATER LINE B EX. R.O.W EX. R.O.W PT STA = 102+94.35, 40.00' RT PI STA = 101+38.99, 39.04' RT PC STA = 99+34.77, 40.00' RT PC CV A-1 99+34.77 LINE A EX. 8" WATER TO BE KILLED 12" PVC C900 (DR-14) WATER INSTALL 502 LF 258SEE SHEET 20" WATER LINE B 1.43° RIGHT PULL PIPE 96+60.00, 37.50' RT 37.5'1-12" GATE VALVE 66 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 100+15.00, 38.01' RT 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT04.dgn1:404:44:12 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 586.24 X CUT SET 32 LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 27 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 71 16' UTILITY EASEMENT 8" W 8" W 8" W 6" W 6" W6" W 6" W 8" WW 15" RCP PT 102+63.42 PC 104+55.99102+00 103+00 104+00 105+00 106+00 24" RCP18" RCP18" RCP18" RCP36" RCP18" 12" W 20" W 20" W 20" W 20" W 12" W 12" W 12" W SLEEVES6" PVC 6" W6" W102+00 103+00 104+00 105+00 106+00FL 12" = 581.17 FL 12" = 580.77 FL 12" = 579.97 FL 12" = 579.57 FL 12" = 579.17 FL 12" = 578.37 FL 12" = 577.97 FL 12" = 577.57 FL 6" = 579.02FL 12" = 578.77 FL 6" = 580.62FL 12" = 580.37 FL 6" = 578.14FL 12" = 577.89FL 6" = 578.42FL 12" = 578.17FL 6" = 580.42FL 12" = 580.17 1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 102+50.00, 39.82' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 104+50.00, 40.00' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 105+60.00, 40.01' RT(-) 0.80% AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND EX. GAS EX. CCTV EX. CCTV EX. FIBER1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 102+75.00, 39.96' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 105+25.00, 40.01' RTMcKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 101+50MATCHLINE STA 101+50254MATCHLINE STA 106+00CL McKINNEY STREET CONNECT TO EX. 8 WATER (NE)1-12" GATE VALVE1-12"x8" TEEINSTALL:90+56.50, 44.00' RT 6" W 1-12" GATE VALVE 5 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 104+50.00, 40.00' RT 1-12" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 102+50.00, 39.82' RT CV A-1 DEG = 3° 25' 14.32" CURVE 2 (CV A-2) CV A-2 EX. R.O.W EX. R.O.W CONNECT TO EX. 6" WATER (SW) 1-12" GATE VALVE 5 LF 6" PVC WATER 1-6" 45° H. BEND 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 105+60.00, 40.01' RT 570 600 595 585 580 575 590 570 600 595 585 580 575 590 N = 7127378.85 E = 2401387.66 T = 166.20' L = 331.32' R = 1,675.00' PC STA = 104+56.15, 40.00' RT CLASS B-3 EMBEDMENT 455 LF 12" PVC C900 (DR-14) 12" WATER LINE A SEE SHEET PI STA = 106+18.40, 40.01' RT PC STA = 107+79.57, 40.00' RT PT CV A-1 102+94.35 LINE A PC CV A-2 104+56.15 LINE A EX. 8" WATER TO BE KILLED 12" PVC C900 (DR-14) WATER INSTALL 455 LF 259 20" WATER LINE B EX. 6" WATER CUT & PLUG 40' = 11° 20' 00.00" LT DEG = 1° 08' 45.30" CURVE 1 (CV A-1) = 3° 35' 00.00" LT N = 7127582.79 E = 2400948.27 T = 156.40' L = 312.70' R = 5,000.00' PT STA = 102+94.35, 40.00' RT PI STA = 101+38.99, 39.04' RT PC STA = 99+34.77, 40.00' RT CRITERIA WASTEWATER DESIGN CITY OF DENTON SAND ACCORDING TO CEMENT-STABILIZED WASTEWATER MANHOLE IN ENCASE EXISTING PLACE FINAL BACKFILL. (MINIMUM 2.5 BAGS OF CEMENT PER CY OF SAND) PLACE 2 FT OF CEMENT-STABILIZED SAND TO THE SPRINGLINE OF EX. 8" WW PIPE. REMOVE EXISTING EMBEDMENT DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS LINE A 12" WATER 1-12" GATE VALVE 69 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 102+75.00, 39.96' RT LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE 1-12" GATE VALVE 69 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 105+25.00, 40.01' RT 6 " W 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT05.dgn1:404:44:15 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S LOT 38 LOT 4LOT 3LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1R 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF CAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY WV WVWV WV6" W 6" W 8" WW 8" WW 8" WW 8" W 8" W 8" W 6" W6" W 6" W 8" WW 8" WW 15" RCP 24" RCP 18" RCP 15" RCP 18" RCP 18" RCP 18" RCP 8" WW PT 107+79.73106+00 107+00 108+00 109+00 110+00 36" RCP 24"18"36" RCP D 18"30" RCP24" RCP18"18" R C P18"RCB 4'X4' RCB 4'X4' RCB 4'X4' 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 12" W12" WSLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC 106+00 107+00 108+00 109+00 110+00FL 12" = 577.57 FL 12" = 577.17 FL 12" = 576.83 FL 12" = 576.53 FL 12" = 575.93 FL 12" = 575.33 FL 12" = 575.03 FL 12" = 574.86 FL 12" = 577.01FL 6" = 577.17FL 12" = 576.92FL 12" = 576.23 FL 12" = 576.23 FL 6" = 575.88FL 12" = 575.63 FL 12" = 574.881-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 106+85.00, 40.01' RT1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 109+60.00, 40.00' RTAT PIPE CL PROP. GROUND 1-12" GATE VALVE1-12"x12" TEEINSTALL:LINE A 108+00.00, 40.00' RTPULL PIPE (UP)LINE A 106+70.00, 40.01' RT(-) 0.80%(-) 0.60% (-) 0.60% AT PIPE CL EX. GROUND PULL PIPE (UP)LINE A 111+25.00, 40.00' RT(-) 0.10% EX. CCTV EX. GAS EX. CCTV FL 6" 577.85+/- (TO BE KILLED) EX. 6" WATER FL 6" 577.47+/- (TO BE KILLED) EX. 6" WATER CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 110+50MATCHLINE STA 106+00255MATCHLINE STA 106+00MATCHLINE STA 110+501-12" GATE VALVE 8 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" 90° H. VALVE 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 106+85.00, 40.01' RT 1-12" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 109+00.00, 40.00' RT CV A-2 EX. R.O.W EX. R.O.W EX. FH REMOVE & DELIVER 570 595 585 580 575 590 570 595 585 580 575 590 565565 CLASS B-3 EMBEDMENT 455 LF 12" PVC C900 (DR-14) 12" WATER LINE A PT CV A-2 107+79.57 LINE A 12" WATER LINE A EX. 8" WATER TO BE KILLED 12" PVC C900 (DR-14) WATER INSTALL 455 LF 15 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 108+00.00, 28.25' LT CONNECT TO PROP. 20"x12" TEE(N) 87 LF 12" PVC WATER 2-12" GATE VALVES 1-12"x12" TEE INSTALL: 108+00.00, 40.00' RT 260SEE SHEET 20" WATER LINE B 40'40'DEG = 3° 25' 14.32" CURVE 2 (CV A-2) N = 7127378.85 E = 2401387.66 T = 166.20' L = 331.32' R = 1,675.00' PC STA = 104+56.15, 40.00' RT PI STA = 106+18.40, 40.01' RT PC STA = 107+79.57, 40.00' RT = 11° 20' 00.00" LTPULL PIPE (UP) 106+70.00, 40.01' RT PLACE FINAL BACKFILL. CEMENT PER CY OF SAND) (MINIMUM 2.5 BAGS OF CEMENT-STABILIZED SAND PLACE 2 FT OF OF EX. 8" WW PIPE. TO THE SPRINGLINE REMOVE EXISTING EMBEDMENT REFERENCE ONLY BY OTHERS TO STA 119+50 BEGIN WORK TO BE DONE END WORK THIS CONTRACT, STA 106+00 WASTEWATER DESIGN CRITERIAPER CITY OF DENTON(MINIMUM 18")1/2" STEEL ENCASEMENT PIPE LIMITS 100 LF WATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 64 LF 36" RCP 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT06.dgn1:404:44:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 12" WATER LINE A WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D S 585.34 PK NAIL SET 33 S LOT 153 LOT 3 LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 5R1 LOT 152 STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY LOT 1R 8" WW 8" W 6" W 12" W 12" W12" W6" W 12" W 12" W 20" W16" W 20" W20" W20" W 20" W 8" WW 10" WW8" WW8" WW10" WW8" W12" W20" W 12" W 12" W8" W 8" W 8" WW 8" WW8" WW 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6' x 4'BOX CULVERT6'x4'18" RCPB O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW(AB AND ONE D) 1 0" WW8" WW 10'x4' RCBC PT 112+56.89 PC 111+52.17112+00 113+00 114+00 115+00 222+00223+00224+00BOX CULVERT5'x4'18" RCP18"18" RCPD18"BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" D 4'X4' RCBRCB 4'X4'20" W12" W 12" W16" W 16" W10" WW20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W111+00 112+00 FL EX. 6" = 567.50FL 12" = 567.50 FL 12" = 574.86 FL 12" = 574.81FL 12" = 574.76FL 12" = 567.52FL 6" = 575.05FL 12" = 574.80FL 12" = 574.74FL 12" = 567.70FL 6" = 575.02FL 12" = 574.77Ex. 12" Water1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 111+10.00, 40.00' RTEND 12" PVC WATER LINE ACONNECT TO EX. 12" WATERREMOVE EX. 12" 45° H. BENDLINE A 112+02.09, 50.91' RTAT PIPE CL PROP. GROUND 1-12" 45° COMBO. BENDINSTALL:LINE A 111+84.98, 39.94' RT1-12" 22.5° V. BENDINSTALL:LINE A 111+68.00, 40.00' RTAT PIPE CL EX. GROUND (-) 1.20% (-) 41.42 %(-) 0.10% EX. CCTV EX. GAS1-12" GATE VALVE1-12"x6" TEEINSTALL:LINE A 111+35.00, 40.00' RTCL McKINNEY STREET McKINNEY STREET MATCHLINE STA 110+50256MATCHLINE STA 110+50N MAYHI LL ROADS MAYHI LL ROAD F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 111+71.62, 50.50' RT F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 113+99.92, 39.49' RT 12" WATER LINE A 12" PVC C900 (DR-14) WATER INSTALL 155 LF EX. 12" WATER CUT & PLUG 1-12" GATE VALVE 5 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 111+10.00, 40.00' RT EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W END 12" PVC WATER LINE A CONNECT TO EX. 12" WATER (SE) REMOVE EX. 12" 45° H. BEND 112+02.09, 50.91' RT 1-12" 22.5° V. BEND INSTALL: 111+68.00, 40.00' RT 570 595 585 580 575 590 565 560 570 595 585 580 575 590 565 560 CLASS B-3 EMBEDMENT 155 LF 12" PVC C900 (DR-14) 12" WATER LINE A 1-12" 45° COMBO. BEND INSTALL: 111+84.98, 39.94' RT EX. 8" WATER TO BE KILLED12" PVC C900 (DR-14) WATERINSTALL 500 LF EX. 8" WATER TO BE KILLED 261SEE SHEET 20" WATER LINE B 261SEE SHEET 16" WATER LINE C40'REFERENCE ONLY 1-12" GATE VALVE 69 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-12"x6" TEE INSTALL: 111+45.00, 40.00' RT 48" RCP 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT07.dgn1:404:44:20 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 20" WATER LINE B WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA E PARKING AREA S PARKING AREA LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG LOT 1 100 N LOOP 288 100 NORTH LOOP 288, LLC LOT 41 101 S LOOP 288 DNB INVESTMENTS LTD LOT 1 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOT 24A LOOP 288 7-ELEVEN INC CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY 101 S LOOP 288INVESTMENT COMPANYSEJ ASSET MANAGEMENT & WV WV 8" WW 8" WW 8" WW 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 24" RCP 18" RCP 15" RCP 24" RCP WV 8" W 20" W PT 94+85.56 PC 93+74.5992+00 93+00 94+00 95+00 96+00 D18" RCP 18" RCP 18" RCP 18" 24" RCP D 4'X2' RCB RCP30" 24" RCP 18" 12" W 12" W 12" W 12" W 20" W 20" W 20" W 20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W6" W92+00 93+00 94+00 95+00 96+00FL 20" = 580.50FL EX. 20" = 580.50FL 20" = 580.00 FL 20" = 579.75 FL 20" = 579.50 FL 20" = 579.45 FL 20" = 579.40 FL 20" = 579.35 FL 20" = 579.30 FL 20" = 579.25 FL 20" = 579.20 FL 20" = 580.25 Ex. 20" Water AT PIPE CL PROP. GROUND BEGIN 20" D.I. WATER LINE B1-20" GATE VALVE1-20" 45° H. BENDINSTALL:CONNECT TO EX. 20" WATERLINE B 91+50.00, 80.39' LT1-20" 45° H. BENDINSTALL:LINE B 91+60.85, 66.15' LT4.00° RIGHTPULL PIPELINE B 92+50.09, 55.61' LTAT PIPE CL EX. GROUNDPULL PIPE (UP)LINE B 93+50.00, 39.56' LT(-) 0.50%(-) 0.10%(-) 0.50% ELECTRIC EX. UNDERGROUND ELECTRIC EX. UNDERGROUND FL 30" 584.86 PROP. 30" RCP1-20" GATE VALVE1-20" 11.25° H. BENDINSTALL:LINE B 93+31.65, 40.14' LT(To Be Killed) 0' - 15' Rt. Ex. 8" Water FL 8" 583.47+/- (TO BE KILLED) EX. 8" WATER (To Be Killed) 3' Lt. Ex. 8" Water CL McKINNEY STREET McKINNEY STREET 257MATCHLINE STA 96+5020" WATER LINE B EX. R.O.W EX. R.O.W 570 585 580 575 590 600 595 570 585 580 575 590 600 595 MATCHLINE STA 96+5012" PVC C900 (DR-14) WATERINSTALL 500 LF 252SEE SHEET 12" WATER LINE A 37'4.00° RIGHT PULL PIPE 92+50.09, 55.61' LT 1-20" 45° H. BEND INSTALL: 91+60.85, 66.15' LT BEGIN 20" D.I. WATER LINE B 1-20" GATE VALVE 1-20" 45° H. BEND INSTALL: CONNECT TO EX. 20 WATER (NW) CUT & PLUG EX. 20" WATER (SE) 91+50.00, 80.39' LT EX. FH REMOVE & DELIVER CLASS B-3 EMBEDMENT 510 LF 20" DUCTILE IRON AWWA CLASS 52 20" WATER LINE B EX. 8" WATER TO BE KILLED 20" DUCTILE IRON CLASS 52 WATER INSTALL 510 LF 1-20" GATE VALVE 1-20" 11.25°H. BEND INSTALL: 93+31.65, 40.14' LT 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT08.dgn1:404:44:22 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 20" WATER LINE B WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V V PARKING AREA S S S 590.91 5/8" IRS W/RANDOM 31 LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 1 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1 CAB. D, PG. 191 16' UTILITY EASEMENT CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY WV WV WV 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8" WW8" W8 " W6" W 6" W6" W 6" W T PC 99+35.0897+00 98+00 99+00 100+00 101+00 24" RCP 18" RCP D18" D 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 6" W6" WSLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W97+00 98+00 99+00 100+00 101+00FL 20" = 579.20 FL 20" = 579.15 FL 20" = 579.10 FL 20" = 579.05 FL 20" = 579.00 FL 20" = 578.95 FL 20" = 578.90 FL 20" = 578.85 FL 20" = 578.45 FL 20" = 578.05 FL 20" = 577.65 AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND (-) 0.10%(-) 0.80%PULL PIPE (DOWN)LINE B 100+00.00, 37.00' LTEX. FIBER EX. GAS FL 24" 584.94 PROP. 24" RCP FL 8" 583.47+/- W/ 15" STEEL ENCASEMENT EX. 8" WW (To Be Killed) 4' - 9' Lt. Ex. 8" Water CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 101+50MATCHLINE STA 96+50MATCHLINE STA 96+50MATCHLINE STA 101+50258DRIVEDUCHESS 20" WATER LINE B DEG = 1° 06' 06.63" CURVE 1 (CV B-1) = 3° 35' 00.00" LT CV B-1 EX. R.O.W EX. R.O.W EX. R.O.W 570 585 580 575 590 600 595 570 585 580 575 590 600 595 N = 7127668.46 E = 2400946.99 T = 162.66' L = 325.21' R = 5,200.00' 20" DUCTILE IRON C151 WATERINSTALL 488 LF PC CV B-1 99+35.49 LINE B PI STA = 100+99.31, 36.99' LT PC STA = 102+63.02, 37.00' LT PC STA = 99+35.49, 37.00' LT EX. R.O.W EX. R.O.W SEE SHEET 253 12" WATER LINE A37'E McKINNEY STREET CCD-RLG DENTON I LP LOT 1 CONNECT TO EX. 8" WATER (NE) 15 LF 8" PVC WATER 2-8" GATE VALVES 1-20" GATE VALVE 1-20"x8" TEE INSTALL: REMOVE EX. 8" GATE VALVE REMOVE EX. 8"x8' TEE 98+47.50, 37.00' LT 7 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-8"x6" TEE INSTALL: 98+47.50, 47.00' LT CONNECT TO EX. 8" WATER (NE) 11 LF 8" PVC WATER 1-8" GATE VALVE 1-20" GATE VALVE 1-20"x8" TEE INSTALL: REMOVE EX. 8"x8' TEE (N) 99+59.60, 37.00' LT CLASS B-3 EMBEDMENT 510 LF 20" DUCTILE IRON AWWA CLASS 52 20" WATER LINE B EX. 8" WATER TO BE KILLED 20" DUCTILE IRON CLASS 52 WATER INSTALL 498 LF CLASS B-3 EMBEDMENT 498 LF 20" DUCTILE IRON AWWA CLASS 52 20" WATER LINE B 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT09.dgn1:404:44:25 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 20" WATER LINE B WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA E DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 586.24 X CUT SET 32 LOT 1 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 27 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 71 16' UTILITY EASEMENT 8" W 8" W 8" W 6" W 6" W 6" W6" W 6 " W6" W 8" WW 15" RCP PT 102+63.42 PC 104+55.99102+00 103+00 104+00 105+00 106+00 24" RCP18" RCP18" RCPD18" RCP36" RCP18" 12" W 20" W 20" W 20" W 20" W 12" W 12" W 12" W SLEEVES6" PVC 6" W6" W102+00 103+00 104+00 105+00 106+00FL 20" = 577.65 FL 20" = 577.25 FL 20" = 576.85 FL 20" = 576.45 FL 20" = 576.05 FL 20" = 575.65 FL 20" = 575.25 FL 20" = 574.85 FL 20" = 574.45 FL 20" = 574.05 AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND FL 36" 579.42PROP. 36" RCP(-) 0.80%FL 36" 579.42 PROP. 36" RCP (To Be Killed) 0' - 9' Lt. Ex. 8" Water (To Be Killed) 4' Rt. Ex. 8" Water FL 8" 585.76+/- (TO BE KILLED) EX. 8" WATER McKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 101+50MATCHLINE STA 101+50259MATCHLINE STA 106+00CL McKINNEY STREET 20" WATER LINE B CONNECT TO EX. 8 WATER (NE)1-12" GATE VALVE1-12"x8" TEEINSTALL:90+56.50, 44.00' RT CV B-2 CV B-1 EX. R.O.W EX. R.O.W 585 580 575 590 600 595 570 585 580 575 590 600 595 570 PT CV B-1 102+63.02 LINE B PC CV B-2 104+55.96 LINE B 254SEE SHEET 12" WATER LINE A37' DEG = 1° 06' 06.63" CURVE 1 (CV B-1) = 3° 35' 00.00" LT N = 7127668.46 E = 2400946.99 T = 162.66' L = 325.21' R = 5,200.00' PI STA = 100+99.31, 36.99' LT PC STA = 102+63.02, 37.00' LT PC STA = 99+35.49, 37.00' LT DEG = 3° 24' 51.55" CURVE 2 (CV B-2) N = 7127451.91 E = 2401413.14 = 11° 20' 00.00" LT T = 158.76' L = 346.49' R = 1,600.00' PC STA = 104+55.96, 37.00' LT PI STA = 106+18.39, 37.00' LT PT STA = 107+79.77, 37.00' LT DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS EX. 8" WATER TO BE KILLED 20" DUCTILE IRON CLASS 52 WATER INSTALL 446 LF CLASS B-3 EMBEDMENT 446 LF 20" DUCTILE IRON AWWA CLASS 52 20" WATER LINE B 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT10.dgn1:404:44:27 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 20" WATER LINE B WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V PARKING AREA PARKING AREA PARKING AREA CONCRETE PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S LOT 38 LOT 4LOT 3LOT 2 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC LOT 1 3910 E McKINNEY STREET SCOTTIE ADAMS LOT 29 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC LOT 1R 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF CAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY WV WVWV WV6" W 6" W 8" WW 8" WW 8" WW 8" W 8" W 8" W 6" W6" W 6" W 8" WW 8" WW 15" RCP 24" RCP 18" RCP 15" RCP 18" RCP 18" RCP 18" RCP 8" WW PT 107+79.73106+00 107+00 108+00 109+00 110+00 36" RCP 24"18"36" RCP D 18"30" RCP24" RCP18"18" R C P18"RCB 4'X4' RCB 4'X4' RCB 4'X4' 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 12" W12" WSLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" PVC 106+00 107+00 108+00 109+00 110+00FL 20" = 573.65FL 12" = 573.08FL 20" = 572.75 FL 20" = 574.05 FL 20" = 573.35 FL 20" = 573.05 FL 20" = 572.80 FL 20" = 572.85 FL 20" = 572.90 FL 20" = 572.95 FL 20" = 573.00 AT PIPE CL PROP. GROUND 1-20" GATE VALVE1-20"x12" TEEINSTALL:LINE B 108+00.00, 37.00' LTAT PIPE CL EX. GROUNDPULL PIPE (UP)LINE B 106+50.00, 37.00' LT(-) 0.80%(-) 0.60% EX. GASFL 30" 578.16 PROP. 30" RCP FL 24" 578.14 PROP. 24" RCP FL 6" 577.75 (TO BE KILLED) EX. 6" WATER FL 18" 579.00 PROP. 18" RCP FL 24" 577.95 PROP. 24" RCP (-) 0.60%(+) 0.10% FL 8" 579.16+/- (TO BE KILLED) EX. 8" WATER (To Be Killed) 6' Lt. Ex. 8" Water CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 110+50MATCHLINE STA 106+00260MATCHLINE STA 106+00MATCHLINE STA 110+5020" WATER LINE B CV B-2 EX. R.O.W EX. R.O.W 570 585 580 575 590 565 595 585 580 575 590 565 595 570 PT CV B-2 107+79.77 LINE B CONNECT TO PROP. 12" PVC WATER 1-20" GATE VALVE 1-20"x12" TEE INSTALL: 108+00.00, 37.00' LT 255SEE SHEET 12" WATER LINE A 37'DEG = 3° 24' 51.55" CURVE 2 (CV B-2) N = 7127451.91 E = 2401413.14 = 11° 20' 00.00" LT T = 158.76' L = 346.49' R = 1,600.00' PC STA = 104+55.96, 37.00' LT PI STA = 106+18.39, 37.00' LT PT STA = 107+79.77, 37.00' LT 119+50 TO STA BY OTHERS TO BE DONE BEGIN WORK CONTRACT, THIS END WORK STA 106+00 REFERENCE ONLY WATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 64 LF EX. 8" WATER TO BE KILLED 20" DUCTILE IRON CLASS 52 WATER INSTALL 446 LF CLASS B-3 EMBEDMENT 446 LF 20" DUCTILE IRON AWWA CLASS 52 20" WATER LINE B 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT11.dgn1:404:44:30 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 20" LINE B & 16" LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA CONCRETE CONCRETE E E PARKING AREA S S S D S 585.34 PK NAIL SET 33 S LOT 153 LOT 3 LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 5R1 LOT 152 STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY 8" WW 8" W 6" W 12" W 12" W12" W6" W 12" W 12" W 20" W16" W 20" W20" W20" W 20" W 8" WW 10" WW8" WW8" WW10" WW8" W12" W20" W 12" W 12" W8" W 8" W 8" WW 8" WW8" WW 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6' x 4'BOX CULVERT6'x4'18" RCPB O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW(AB AND ONE D) 1 0" WW8" WW 10'x4' RCBC PT 112+56.89 PC 111+52.17111+00 112+00 113+00 114+00 115+00 222+00223+00224+00BOX CULVERT5'x4'18" RCP18"18" RCPD18"BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" D 4'X4' RCBRCB 4'X4'20" W12" W 12" W16" W 16" W10" WW20" W SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC SLEEVES6" PVC 6" W111+00 FL 20" = 573.15FL EX. 20"=575.07FL 20" = 575.07FL 20" = 573.00 FL 20" = 573.05 FL 20" = 573.10 FL 20" = 573.15 FL 20" = 574.99Ex. 20" Water1-20" 45°H. BENDINSTALL:LINE B 111+63.32, 37.01' LTAT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND 1-20" 45°COMBO. BENDINSTALL:LINE B 111+92.31, 75.96' LT* DENOTES GRADE MEASURED ALONG ACTUAL LENGTH OF PIPE 38.62 LF (+) 0.10%* EX. GAS EX. GAS FL 24" 578.99 PROP. 24" RCP FL 8" 576.15+/- (ABANDONED) EX. 8" WW 1-20" 45°COMBO. BENDINSTALL:LINE B 111+84.31, 76.94' LT14.67 LF (+) 19.89%*(+) 0.50%* 9.26 (+) 0.10%END 20" D.I. WATER LINE BCONNECT TO EX. 20 WATER1-20" GATE VALVE1-20" 90° H. BENDINSTALL:REMOVE EX. 20"x8" TEELINE B 111+88.48, 92.94' LT(To Be Killed) 7' Lt. Ex. 8" Water 114+00 115+00FL 16"=567.40FL 20"=567.23 FL 16" = 570.21 FL 16" = 572.71 FL 16"=567.42 FL 16"=567.46FL 6"=568.13FL 16"=567.71 AT PIPE CL PROP. GROUND1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 114+50.00, 40.00' RTAT PIPE CL EX. GROUNDBEGIN 16" PVC WATER LINE C1-16" GATE VALVE1-20"x16" TEEINSTALL:CONNECT TO EX. 20" WATER (W)LINE C 113+81.36, 40.00' RT(+) 0.10% (+) 5.00%PULL PIPE (UP)LINE C 114+45.00, 40.00' RTFL 10" 572.28 W/ 18" ENCASEMENT PROP. 10" WW FL BOX 576.99 PROP. 5'X4' BOX CULVERT CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 110+50261MATCHLINE STA 110+50N MAYHI LL ROADS MAYHI LL ROADMATCHLINE STA 115+50MATCHLINE STA 115+5016" WATER LINE C 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 114+50.00, 40.00' RT EX. R.O.W EX. R.O.W EX. R.O.W EX. R.O.W EX. FH REMOVE & DELIVER 585 580 575 590 565 595 570 585 580 575 590 565 595 570 585 580 575 590 565 595 570 585 580 575 590 565 595 570 E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 151 (PT) 20" WATER LINE B 256SEE SHEET 12" WATER LINE A 40'1-20" 45°H. BEND INSTALL: 111+63.32, 37.01' LT EX. 8" WATER CUT & PLUG BEGIN 16" D.I. WATER LINE C 1-16" GATE VALVE 1-20"x16" TEE INSTALL: CONNECT TO EX. 20" WATER (W) 113+81.36, 40.00' RT37'1-20" 45°COMBO. BEND INSTALL: 111+86.35, 67.91' LT 1-20" 11.25°V. BEND INSTALL: 111+84.31, 76.94' LT REFERENCE ONLY McKINNEY STREET 3919/3921 E HOLDINGS, LLC NSA PROPERTY LOT 1R END 20" D.I. WATER LINE B CONNECT TO EX. 20 WATER (E) 1-20" GATE VALVE 1-20" 90° H. BEND INSTALL: REMOVE EX. 20" PLUG 111+81.09, 91.25' LTEX. 8" WATER TO BE KILLED 20" DUCTILE IRON CLASS 52 WATER INSTALL 176 LF CLASS B-3 EMBEDMENT AWWA CLASS 52 169 LF 16" DUCTILE IRON 16" WATER LINE C CLASS B-3 EMBEDMENT AWWA CLASS 52 176 LF 20" DUCTILE IRON 20" WATER LINE B 16" DUCTILE IRON CLASS 52 WATER INSTALL 169 LF EX. 16" WATER TO BE KILLED WASTEWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 100 LF 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT12.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT12.dgn1:404:44:33 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA LOT 151 (PT) E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP LOT 159 4301 E McKINNEY STREET CITY OF DENTON LOT 154 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT WV16" W 16" W 16" W 8" W 8" W 8" WW 8" WW 15" CMP 15" CMP PC 116+81.83116+00 117+00 118+00 119+0018"5'X2' RCB5'X2' RCB 5'X2' RCB 18" RCP RCP 24" 16" W 16" W 16" W SLEEVES6" PVC 116+00 117+00 118+00 119+00FL 6" = 575.26FL 16" = 574.84 FL 16" = 574.49 FL 16" = 575.19 FL 16" = 575.54 FL 16" = 575.89 FL 16" = 576.24 FL 16" = 572.71 FL 16" = 574.14 FL 16" = 573.96AT PIPE CL PROP. GROUND1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 117+00.00, 40.00' RTAT PIPE CL EX. GROUND (+) 5.00%(+) 0.70%PULL PIPE (DOWN)LINE C 115+75.00, 40.00' RTMcKINNEY STREET MATCHLINE STA 115+50262MATCHLINE STA 115+50 F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 117+31.37, 39.50' RT 16" WATER LINE C 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 117+00.00, 40.00' RT DEG = 0° 30' 06.17" CURVE 1 (CV C-1) = 4° 14' 00.00" RT CV C-1 EX. R.O.W EX. R.O.W EX. FH REMOVE & DELIVER 585 580 575 590 565 595 570 PC CV C-1 116+81.87 LINE C PI STA = 121+05.43, 40.00' RT N = 7127019.18 E = 2403833.70 T = 422.08' L = 843.77' R = 11,420.00' PC STA = 116+81.87, 40.00' RT PT STA = 125+28.60, 40.00' RT 585 580 575 590 565 595 570 CL McKINNEY STREET 40'MATCHLINE STA 119+00MATCHLINE STA 119+00REFERENCE ONLY LOT 161 STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & LOT 151 (PT) BAYLOR UNIVERSITY 16" DUCTILE IRON CLASS 52 WATER INSTALL 350 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 350 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT13.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT13.dgn1:404:44:35 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 585.19 5/8" IRS W/RANDOM 34 BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 161 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON (OLD DCAD 1P, 1P2, 1R), AC LOT 162, 163, 164 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY FM 16" W 16" W 8" W 8" WW 8" WW 15" CMP 15" CMP 16" W 119+00 120+00 121+00 5'X2' RCB 24" RCP 24" RCP 5'X2' RCB18" 16" W 16" W SLEEVES 6" PVC 6" PVC SLEEVES 119+00 120+00 121+00FL 6" = 575.36FL 16" = 576.94 FL 16" = 576.24 FL 16" = 576.59 FL 16" = 576.94 FL 16" = 577.29 FL 16" = 577.64 FL 16" = 577.99 AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 120+00.00, 40.00' RT(+) 0.70% EX. FIBER EX. FIBER McKINNEY STREET MATCHLINE STA 121+50MATCHLINE STA 121+50263 CV C-1 16" WATER LINE C 40'EX. R.O.W EX. R.O.W BAYLOR UNIVERSITY LOT 151 (PT)MATCHLINE STA 119+00MATCHLINE STA 119+00DEG = 0° 30' 06.17" CURVE 1 (CV C-1) = 4° 14' 00.00" RT PI STA = 121+05.43, 40.00' RT N = 7127019.18 E = 2403833.70 T = 422.08' L = 843.77' R = 11,420.00' PC STA = 116+81.87, 40.00' RT PT STA = 125+28.60, 40.00' RT 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 120+00.00, 40.00' RT 585 580 575 590 595 570 600 585 580 575 590 595 570 600 END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 CL McKINNEY STREET 16" DUCTILE IRON CLASS 52 WATER INSTALL 149 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 149 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT14.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT14.dgn1:404:44:37 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 8" HACKBERRY DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S BAYLOR UNIVERSITY 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 151 (PT) LOT 166 LOT 167 (OLD DCAD 1P, 1P2, 1R), AC LOT 162, 163, 164 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON BCI REAL ESTATE VENTURES,LP LOT 151 (PT) VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY WV WV 16" W 16" W 8" W 8" W 8" WW 8" WW 8" WW 18" CMP 15" RCP 15" RCP PT 125+28.65122+00 123+00 124+00 125+00 126+00 5'X2' RCB 36" RCPRCB 5'X3' 16" W16" W 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES122+00 123+00 124+00 125+00 126+00FL 6" = 579.46FL 16" = 579.04FL 6" = 580.01FL 16" = 579.59 FL 16" = 577.99 FL 16" = 578.34 FL 16" = 578.69 FL 16" = 579.39 FL 16" = 579.66 FL 16" = 579.79 FL 16" = 579.76 FL 16" = 579.34 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 123+00.00, 40.00' RT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 125+50.00, 40.00' RTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 1-TYPE 1 AIR RELEASE VALVEINSTALL:LINE C 124+50.00, 40.00' RT200' V.C. (+) 0.70%(-) 0.50% McKINNEY STREET MATCHLINE STA 121+50MATCHLINE STA 121+50MATCHLINE STA 126+00264MATCHLINE STA 126+00CV C-1 16" WATER LINE C 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 123+00.00, 40.00' RT 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 125+50.00, 40.00' RT40'PT CV C-1 125+28.60 LINE C EX. R.O.W CL McKINNEY STREET EX. R.O.W DEG = 0° 30' 06.17" CURVE 1 (CV C-1) = 4° 14' 00.00" RT PI STA = 121+05.43, 40.00' RT N = 7127019.18 E = 2403833.70 T = 422.08' L = 843.77' R = 11,420.00' PC STA = 116+81.87, 40.00' RT PT STA = 125+28.60, 40.00' RT BELOW STORM DRAIN LOWERING EX. 8" WATER MAIN 585 580 575 590 595 570 600 585 580 575 590 595 570 600 STANDARD DRAWING W801 PER CITY OF DENTON 1-TYPE I AIR RELEASE VALVE INSTALL: 124+50.00, 40.00' RT 16" DUCTILE IRON CLASS 52 WATER INSTALL 448 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 448 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT15.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT15.dgn1:404:44:40 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PBX 36" TREE 36" PECAN 2" TREE 36" PECAN 2" TREE 48" PECAN DBL. 4"/15" HACKBERRY 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB LOT 151 (PT) LOT 168 LOT 169 5043 E McKINNEY STREET CHELA DARLINE McDONALD VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY DOC # 9 9 -R00773 0 9 2 0' PUBLI C UTI LI TY EASEMENTSTREET 5043 E McKINNEY McDONALD CHELA DARLINE VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY FM 16" W 16" W 8" WW 8 " WW6" W 6 " W6 " W8" W 15" RCP 15" RCP 21" RCP 21" RCP 21" RCP PC 129+61.61126+00 127+00 128+00 129+00 130+00 D 18" RCP18" RCP36" R C P 18" RCP 36" RCP 36" RCP18"18" RCPD 36" RCP RCP 24" 4'x3' RCB 16" W 16" W 16" W 16" W 16" W SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC 126+00 127+00 128+00 129+00 130+00FL 6" = 578.76FL 16" = 578.34 FL 16" = 579.34 FL 16" = 579.09 FL 16" = 578.84 FL 16" = 578.59 FL 16" = 578.09 FL 16" = 577.84 FL 16" = 577.59 FL 16" = 577.34 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 128+00.00, 40.00' RTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (-) 0.50% EX. FIBER EX. FIBER McKINNEY STREET MATCHLINE STA 126+00MATCHLINE STA 126+00265MATCHLINE STA 126+00MATCHLINE STA 130+00ROADN CARPENTER CV C-2 16" WATER LINE C 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 128+00.00, 40.00' RT EX. R.O.W. EX. R.O.W PC CV C-2 129+61.61 LINE C 40'McKINNEY STREET DEG = 0° 55' 21.49" CURVE 2 (CV C-2) = 9° 48' 00.00" RT PI STA = 134+97.42, 40.00' RT N = 7126579.72 E = 3404149.74 T = 532.38' R = 6,210.00' PC STA = 129+61.61, 40.00' RT PT STA = 140+30.62, 40.00' RT L = 1,062.17' EX. R.O.W. 585 580 575 590 595 570 600 585 580 575 590 595 570 600 16" DUCTILE IRON CLASS 52 WATER INSTALL 400 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 400 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT16.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT16.dgn1:404:44:42 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE PBX E 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ LOT 1R4 LOT 150 BCI REAL ESTATE VENTURES,LP LOT 151 (PT) E McKINNEY STREET KIM Y PHAM LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT LOT 169 STREET 5043 E McKINNEY McDONALD CHELA DARLINE WV WV WVFM 16" W 16" W 16" W 8" W 8" W 8" W10" W10" W 10" W 24" RCP 27" RCP 15" R C P 24" R C P 27" RCP 27" RCP 2-48" RCP24" R CPRCBCEX.9'X6' 130+00 131+00 132+00 133+00 134+00 135+00 BOX CULVERT3-6'x3'D18" 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP24" RCP24"24"18"RCB 5'X3' 18" RCP 4'X3' RCB 4'X3' RCB 16" W 16" W 16" W 16" W 1 0 " W6" PVC SLEEVES 6" PVC SLEEVES 130+00 131+00 132+00 133+00 134+00 135+00FL 6" = 577.38FL 16" = 576.96FL 6" = 577.93FL 16" = 577.51 FL 16"=575.99FL 16"=572.88FL 16"=572.93FL 16"=577.49FL 16" = 577.34 FL 16" = 577.09 FL 16" = 576.84 FL 16" = 576.59 FL 16" = 576.34 FL 16" = 576.09 FL 16" = 572.90 FL 16" = 577.61 FL 16" = 577.71 FL 16" = 577.81 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 130+75.00, 40.00' RT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 133+50.00, 40.00' RTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 1-16" 22.5°V. BENDINSTALL:LINE C 132+70.00, 40.00' RT1-16" 22.5°V. BENDINSTALL:LINE C 133+25.00, 40.00' RT1-16" 22.5°V. BENDINSTALL:LINE C 133+36.00, 40.00' RT(-) 0.50%(-) 41.42 %(+) 0.10%(+) 41.42%(+) 0.20% FL BOX 577.37 PROP. 3-6'X3' BOX CULVERT1-16" 22.5°V. BENDINSTALL:LINE C 132+80.00, 40.00' RTMcKINNEY STREET MATCHLINE STA 130+00266MATCHLINE STA 135+00MATCHLINE STA 130+00MATCHLINE STA 135+00RYAN WAYCV C-2 16" WATER LINE C 40'40'McKINNEY STREET 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 130+75.00, 40.00' RT 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 133+50.00, 40.00' RT EX. R.O.W. DEG = 0° 55' 21.49" CURVE 2 (CV C-2) = 9° 48' 00.00" RT PI STA = 134+97.42, 40.00' RT N = 7126579.72 E = 3404149.74 T = 532.38' R = 6,210.00' PC STA = 129+61.61, 40.00' RT PT STA = 140+30.62, 40.00' RT L = 1,062.17' EX. R.O.W. 1-16" 22.5°V. BEND INSTALL: 132+70.00, 40.00' RT 1-16" 22.5°V. BEND INSTALL: 133+36.00, 40.00' RT 1-16" 22.5°V. BEND INSTALL: 133+25.00, 40.00' RT 585 580 575 590 595 570 565 585 580 575 590 595 570 565 BEGIN PROP. 12" WATER LINE ACONNECT TO EX. 8 WATER (W)1-12" GATE VALVE1-12" 22.5° H. BEND1-12"x8" REDUCERINSTALL:90+65.00, 53.93' RT STORM BELOW PROP. WATER MAIN LOWER EX. 8" CUT & PLUG EX. 10" WATER 43 LF 10" D.I. WATER 2-10" 22.5° H. BENDS 1-10" GATE VALVE 1-10"x8" TEE INSTALL: 131+88.33, 51.91' LT STORM BELOW PROP. WATER MAIN LOWER EX. 8" 16" DUCTILE IRON CLASS 52 WATER INSTALL 497 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 497 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1-16" 22.5°V. BEND INSTALL: 132+80.00, 40.00' RT 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT17.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT17.dgn1:404:44:45 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS E 587.02 5/8" IRS W/RANDOM36 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT WV 10" W 10" W 16" W 16" W 16" W 24" RCP 135+00 136+00 137+00 138+00 139+00 18" RCP 24" RCP 18" RCP 16" W 16" W 16" W 6" PVC SLEEVES 135+00 136+00 137+00 138+00 139+00FL 6" = 578.53FL 16" = 578.11 FL 16" = 577.81 FL 16" = 577.91 FL 16" = 578.01 FL 16" = 578.21 FL 16" = 578.31 FL 16" = 578.41 FL 16" = 578.51 FL 16" = 578.61 AT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 136+50.00, 40.00' RT(+) 0.20% SIGNAL CABLE EX. TRAFFIC McKINNEY STREET MATCHLINE STA 135+00267MATCHLINE STA 139+00MATCHLINE STA 135+00MATCHLINE STA 139+00CV C-2 16" WATER LINE C McKINNEY STREET EX. R.O.W. EX. R.O.W. 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 136+50.00, 40.00' RT 40'EX. FH REMOVE & DELIVER E McKINNEY STREET KIM Y PHAM LOT 1 DEG = 0° 55' 21.49" CURVE 2 (CV C-2) = 9° 48' 00.00" RT PI STA = 134+97.42, 40.00' RT N = 7126579.72 E = 3404149.74 T = 532.38' R = 6,210.00' PC STA = 129+61.61, 40.00' RT PT STA = 140+30.62, 40.00' RT L = 1,062.17' 585 580 575 590 595 570 600 585 580 575 590 595 570 600 16" DUCTILE IRON CLASS 52 WATER INSTALL 397 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 397 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT18.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT18.dgn1:404:44:47 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 16" WATER LINE C WATER PLAN & PROFILE E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES 592.87 5/8" IRS W/RANDOM 37 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1, BLOCK A LOT 1, BLOCK B 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT C AB. H, P G. 6 2 1 6' U TI LI T Y E AS E ME NT CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT WV WV WVWV WV WV WVWV FM 10" W 10" W 16" W 16" W 16" W 16" W16" W8" W8" W10" WW 10" WW 10" WW10"WW16" W ( F O R C E MAI N) 8" WW8" WW8" W PT 140+30.62139+00 140+00 141+00 142+00 143+00 D18"24" RCP 18"RCP 16" W 16" W 16" W 16" W16 " W16" W16" W 16" W 16" W 6" PVC SLEEVES SLEEVES 6" PVC 6" PVC SLEEVES139+00 140+00 141+00 142+00 143+00FL 6" = 579.14FL 16" = 578.72FL 6" = 583.78FL 16" = 583.36 FL 16" = 584.36 FL 16" = 584.36 FL 16" = 584.56FL 16" = 578.86FL 16" = 578.61 FL 16" = 578.71 FL 16" = 578.81 FL 16" = 579.36 FL 16" = 580.36 FL 16" = 581.36 FL 16" = 582.36 FL 8" = 579.16FL 16" = 578.831-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 139+55.00, 40.00' RT1-16" GATE VALVE1-16"x8" TEEINSTALL:LINE C 140+10.42, 40.00' RT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE C 142+50.00, 40.00' RT1-16" GATE VALVE1-16"x16" TEEINSTALL:LINE C 143+00.00, 40.00' RTEND 16" D.I. WATER LINE C1-16" PLUGINSTALL:LINE C 143+10.00, 40.00' RTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUNDPULL PIPE (DOWN)LINE C 140+25.00, 40.00' RTWASTEWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE (+) 0.20%(+) 2.00% (+) 2.00% EX. FIBER EX. CCTV EX. GASEX. CCTV EX. FIBER FL 10" 582.01+/- EX. 10" WW FL 16" 581.98+/- (TO BE KILLED) EX. 16" WATER McKINNEY STREET MATCHLINE STA 139+00268MATCHLINE STA 139+00WAYGLENNGARY CV C-2 16" WATER LINE C PT CV C-2 140+30.62 LINE C 1-16" GATE VALVE 22 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 139+55.00, 40.00' RT 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 142+50.00, 40.00' RT CONNECT TO EX. 8" WATER (S) 16 LF 8" PVC WATER 1-16" GATE VALVE 1-8" GATE VALVE 1-16"x8" TEE INSTALL: REMOVE EX. 16"x8" TEE 140+10.46, 40.00' RT 269SEE SHEET 16" WATER LINE D 16"x16" TEE (N) CONNECT TO PROP. 77 LF 16" D.I. WATER 2-16" GATE VALVES 1-16"x16" TEE INSTALL: 143+00.00, 40.00' RT END 16" D.I. WATER LINE C 1-16" PLUG INSTALL: 143+10.00, 40.00' RT McKINNEY STREET EX. R.O.W. EX. R.O.W.40'EX. FH REMOVE & DELIVER EX. FH REMOVE & DELIVER EX. 16" WATER CUT & PLUG EX. 16" WATER CUT & PLUG DEG = 0° 55' 21.49" CURVE 2 (CV C-2) = 9° 48' 00.00" RT PI STA = 134+97.42, 40.00' RT N = 7126579.72 E = 3404149.74 T = 532.38' R = 6,210.00' PC STA = 129+61.61, 40.00' RT PT STA = 140+30.62, 40.00' RT L = 1,062.17' E McKINNEY STREET KIM Y PHAM LOT 1, BLOCK B 585 580 575 590 595 600 605 585 580 575 590 595 600 605 WASTEWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 18 LF 6" PVC SLEEVESWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 70 LF 16" DUCTILE IRON CLASS 52 WATER INSTALL 409 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 409 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE C 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT19.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT19.dgn1:404:44:49 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E ES 592.87 5/8" IRS W/RANDOM 37 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM LOT 1R4 LOT 1, BLOCK A LOT 1, BLOCK B 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT C AB. H, P G. 6 2 1 6' U TI LI T Y E AS E ME NT CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT WV WV WVWV WV WV WVWV FM 10" W 10" W 10" W 16" W 16" W 16" W 16" W16" W8" W8" W10" WW 10" WW 10" WW10"WW16" W ( F O R C E MAI N) 8" WW8" WW8" W PT 140+30.62139+00 140+00 141+00 142+00 143+00 D 18" RCP 18"24" RCP 18"RCP 16" W 16" W 16" W 16" W 16" W16 " W16" W16" W 16" W 16" W 6" PVC SLEEVES SLEEVES 6" PVC 6" PVC SLEEVES142+00 143+00FL 16" = 585.00 FL 16" = 584.00 FL 16" = 585.50FL EX. 10" = 585.50FL 8" = 585.09FL 16" = 584.76FL 16" = 584.50 FL 16" = 584.50Ex. 10" Water 1-16" GATE VALVE1-16"x8" TEEINSTALL:LINE D 142+73.56, 37.00' LT1-16" GATE VALVE1-16"x16" TEEINSTALL:LINE D 143+00.00, 37.00' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUNDBEGIN 16" D.I. WATER LINE DCONNECT TO EX. 10" WATER1-10" GATE VALVE1-16" 45° H. BEND1-16"x10" REDUCERINSTALL:LINE D 142+00.00, 48.77' LT1-12" 45°H. BENDINSTALL:LINE D 142+11.35, 37.00' LT(-) 1.00% EX. CCTV EX. CCTV FL 16" 585.48+/- (TO BE KILLED) EX. 16" WATER McKINNEY STREET 269MATCHLINE STA 143+50MATCHLINE STA 143+50WAYGLENNGARY 16" WATER LINE D 268SEE SHEET 16" WATER LINE C EX. R.O.W.37'EX. R.O.W. McKINNEY STREET E McKINNEY STREET KIM Y PHAM LOT 1, BLOCK A CONNECT TO EX. 8" WATER (N) 1-16" GATE VALVE 5 LF 8" PVC WATER 1-8" GATE VALVE 1-16"x8" TEE INSTALL: 142+73.56, 37.00' LT D.I. WATER (S) CONNECT TO PROP. 16" 1-16" GATE VALVE 1-16"x16" TEE INSTALL: 143+00.00, 37.00' LT 1-12" 45°H. BEND INSTALL: 142+11.35, 37.00' LT BEGIN 16" D.I. WATER LINE D CONNECT TO EX. 10" WATER (W) 1-10" GATE VALVE 1-16" 45° H. BEND 1-16"x10" REDUCER INSTALL: 142+00.00, 48.77' LT EX. R.O.W. 585 580 575 590 595 600 605 585 580 575 590 595 600 605 WATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 70 LF 16" DUCTILE IRON CLASS 52 WATER INSTALL 155 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 155 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT20.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT20.dgn1:404:44:52 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET KIM Y PHAM E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147B LOT 1, BLOCK B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK 5301 E McKINNEY STREET YES COMPANIES KEY LLC FM T 16" W 16" W 16" W 8" WW 8" WW 8" WW 18" RCP 8" WW6" WW144+00 145+00 146+00 147+00 148+00 D18"RCP18"18" RCP 16" W 16" W 16" W 16" W SLEEVES 6" PVC 144+00 145+00 146+00 147+00 148+00FL 16" = 584.00 FL 16" = 583.50 FL 16" = 583.00 FL 16" = 582.00 FL 16" = 581.00 FL 16" = 580.00 FL 16" = 579.70 FL 16" = 579.40 FL 16" = 579.10 FL 16" = 578.80 FL 6" = 580.92FL 16" = 580.501-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 145+75.00, 37.00' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (-) 1.00%(-) 2.00% (-) 2.00%(-) 0.60%PULL PIPE (DOWN)LINE D 144+50.00, 37.00' LTPULL PIPE (UP)LINE D 146+00.00, 37.00' LTMcKINNEY STREET MATCHLINE STA 143+50270MATCHLINE STA 148+00MATCHLINE STA 143+50MATCHLINE STA 148+0016" WATER LINE D EX. R.O.W. McKINNEY STREET EX. R.O.W. 1-16" GATE VALVE 9 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 145+75.00, 37.00' LT 37'585 580 575 590 595 600 570 585 580 575 590 595 600 570 16" DUCTILE IRON CLASS 52 WATER INSTALL 450 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 450 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT21.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT21.dgn1:404:44:54 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS CONCRETE S S S 582.48 X CUT SET 38 E McKINNEY STREET ATMOS ENERGY CORP LOT 147B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC WV WV FMFM 16" W 16" W 8" WW 8" WW 12" WW12" W W 8" WW 8" WW 16" W 18" RCP BOX CULVERT4.35'x4'3- 3 6 " CMP 8" WW 6" WW8" WW RCBEX.3-6'x3' PC 152+46.66148+00 149+00 150+00 151+00 152+00 18" RCP 18" RCP18"24" RCP 24" RCP 18" RCP24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'16" W 16" W 16" W 16" W 6" PVC SLEEVES 12" WW0+001+00148+00 149+00 150+00 151+00 152+00FL 16" = 578.80 FL 16" = 578.20 FL 16" = 577.90 FL 16" = 577.60 FL 16" = 576.18 FL 16" = 574.76FL 16" = 571.76FL 6" =578.92FL 16" = 578.50 FL 6" = 575.18FL 16" = 574.76 FL 16" = 571.65FL 16" = 576.15FL 8" = 567.90FL 16" = 567.57 FL 16" = 574.86 FL 16" = 574.81 FL 16" = 571.70 FL 16" = 574.911-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 148+50.00, 37.00' LT1-16" GATE VALVE1-16"x8" TEEINSTALL:LINE D 148+92.80, 37.00' LT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 151+50.00, 37.39' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 1.50° LEFTPULL PIPELINE D 151+35.00, 37.00' LT(- ) 100. 0 0%(+) 100.00%(+) 0.30% (-) 0.60%1-16" 45°V. BENDINSTALL:LINE D 151+55.00, 37.52' LT1-16" 45°V. BENDINSTALL:LINE D 151+58.00, 37.65' LT1-16" 45°V. BENDINSTALL:LINE D 152+42.00, 39.80' LT(-) 0.60%(-) 41.42 %(-) 0.10%(-) 0.10% (-) 0.13%(-) 0.13%1-16" 22.5°V. BENDINSTALL:LINE D 150+00.00, 37.00' LT1-16" 22.5°V. BENDINSTALL:LINE D 150+06.50, 37.00' LTEX. CCTV EX. CCTV FL 24" 578.89 PROP. 24" RCP FL 18" 578.47 PROP. 18" RCP FL BOX 576.94 PROP. 3-7'X3' BOX CULVERT FL 12" 571.75 W/ 20" STEEL ENCASEMENT PROP. 12" WW 1-16" 45°V. BENDINSTALL:LINE D 152+35.00, 39.62' LTMcKINNEY STREET MATCHLINE STA 148+00271MATCHLINE STA 152+50MATCHLINE STA 148+00MATCHLINE STA 152+5016" WATER LINE D DRIVES FORK McKINNEY STREET EX. R.O.W. EX. R.O.W.37'1-16" GATE VALVE 9 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 148+50.00, 37.00' LT 1-16" GATE VALVE 9 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 151+50.00, 37.39' LT CONNECT TO EX. 8" WATER (N) 1-16" GATE VALVE 1-16"x8" TEE INSTALL: 148+92.80, 37.00' LT 1.50° LEFT PULL PIPE 151+35.00, 37.00' LT EX. R.O.W. 1-16" 45°V. BEND INSTALL: 151+55.00, 37.52' LT 1-16" 45°V. BEND INSTALL: 151+58.00, 37.60' LT 1-16" 45°V. BEND INSTALL: 152+42.00, 39.80' LT 585 580 575 590 595 565 570 585 580 575 590 595 565 570 1-16" 22.5°V. BEND INSTALL: 150+00.00, 37.00' LT 1-16" 22.5°V. BEND INSTALL: 150+06.50, 37.00' LT 151+60.00152+30.00WASTEWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 20") 1/2" STEEL ENCASEMENT PIPE LIMITS 70 LF WASTEWATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 100 LF 151+60.00152+30.00WATER DESIGN CRITERIA PER CITY OF DENTON (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE 70 LF 16" DUCTILE IRON CLASS 52 WATER INSTALL 450 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 450 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D 1-16" 45°V. BEND INSTALL: 152+35.00, 39.62' LT 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT22.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT22.dgn1:404:44:56 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET ATMOS ENERGY CORP LOT 147A E McKINNEY STREET ATMOS ENERGY CORP LOT 147B 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT FM 8" WW 16" W 16" W 8" WW 8" WW 3'x2' RCB 3'x2' RCB PC 152+46.66 PT 156+32.66153+00 154+00 155+00 156+00 157+00 18" RCP3'x2' RCB 18" RCP 18" 16" W 16" W 16" W 16" W 153+00 154+00 155+00 156+00 157+00FL 16" = 576.18 FL 16" = 576.33 FL 16" = 576.48 FL 16" = 576.63 FL 16" = 576.93 FL 16" = 577.08 FL 16" = 577.23 FL 16" = 577.38 FL 16" = 577.53 FL 6" = 577.20FL 16" = 576.78 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 154+50.00, 39.44' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (+) 0.30%1.50° RIGHTPULL PIPELINE D 152+60.00, 40.32' LTEX. GAS McKINNEY STREET MATCHLINE STA 152+50272MATCHLINE STA 157+00MATCHLINE STA 152+50MATCHLINE STA 157+00CV D-1 16" WATER LINE D DEG = 3° 37' 34.73" CURVE 1 (CV D-1) = 9° 39' 00.00" RT T = 133.37' L = 266.11' R = 1,580.00' PC STA = 152+75.16, 40.46' LT PT STA = 155+36.68, 36.54' LT N = 7125745.58 E = 2405870.68 PI STA = 154+06.17, 40.30' LT PT CV D-1 155+36.68 LINE D 1-16" GATE VALVE 10 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 154+50.00, 39.44' LT EX. R.O.W. EX. R.O.W.34.5'CL McKINNEY STREET PC CV D-1 152+75.16 LINE D 1.50° RIGHT PULL PIPE 152+60.00, 40.32' LT 585 580 575 590 595 565 570 585 580 575 590 595 565 570 16" DUCTILE IRON CLASS 52 WATER INSTALL 457 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 457 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT23.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT23.dgn1:404:44:59 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 585.97PK NAIL SET39 DD E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLCK O R N U P A UL & WE N TS AI LOT 147A LOT 143, 144 L OT 108CAB. E, PG. 60 16' UTILITY EASEMENT V O L. 990, P G.640 15' U TI LI T Y E ASE ME NT 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 16" W 16" W 16" W12" W12" W8" WW 24" RCP 24" RCP 18"18" RCP18"18" RCP24" RCP D RCP18" D 157+00 158+00 159+00 160+00 161+00 16" W 16" W 16" W 16" W 157+00 158+00 159+00 160+00 161+00FL 16" = 577.53 FL 16" = 577.68 FL 16" = 578.28 FL 16" = 579.18 FL 16" = 580.08 FL 16" = 580.98 FL 16" = 581.88 FL 16" = 582.78 FL 16" = 583.68 FL 16" = 577.92FL 12" = 579.99FL 16" = 579.82 FL 12" = 580.53FL 16" = 580.36FL 6" = 578.25FL 16" = 577.83 FL 6" = 583.56FL 16" = 583.141-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 158+00.00, 34.50' LT2-16" GATE VALVES1-16"x12" TEEINSTALL:LINE D 159.35.68, 34.50' LT1-16" GATE VALVE1-16"x12" TEEINSTALL:LINE D 159.65.68, 34.50' LT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 161+20.00, 34.50' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (+) 0.30%(+) 1.80%PULL PIPE (UP)LINE D 158+30.00, 34.50' LTWITH 6' OF COVER 1/4" STEEL ENCASEMENT PIPE EX. 25 LF 24", McKINNEY STREET MATCHLINE STA 157+00273MATCHLINE STA 161+50MATCHLINE STA 157+00MATCHLINE STA 161+5016" WATER LINE D EX. R.O.W. EX. R.O.W. 1-16" GATE VALVE 10 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 161+20.00, 34.50' LT 34.5'CL McKINNEY STREET CONNECT TO EX. 12" WATER (N) 5 LF 12" PVC WATER 2-16" GATE VALVES 1-16"x12" TEE INSTALL: REMOVE EX. 16"x12" TEE 159+35.68, 34.50' LT CONNECT TO EX. 12" WATER (N) 4 LF 12" PVC WATER 1-16" GATE VALVE 1-16"x12" TEE INSTALL: REMOVE EX. 16"x12" TEE 159+65.68, 34.50' LT 1-16" GATE VALVE 10 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 158+00.00, 34.50' LT STEEL ENCASEMENT PIPE EX. 25 LF 24", 1/4" 585 580 575 590 595 600 570 585 580 575 590 595 600 570 16" DUCTILE IRON CLASS 52 WATER INSTALL 450 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 450 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D ALONG EX. R.O.W. ON STEEL T POSTS ON 6' CENTERS WITH 4"x4" OPENINGS WELDED WIRE MESH FENCE INSTALL 277 LF OF 60" TALL 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT24.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT24.dgn1:404:45:01 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET ATMOS ENERGY CORP LOT 143, 144 LOT 146LOT 147A FM 16" W16" W 18" RCP 18" RCPD PC 164+36.86162+00 163+00 164+00 165+00 166+00 16" W 16" W 16" W 16" W 162+00 163+00 164+00 165+00 166+00FL 16" = 583.68 FL 16" = 584.58 FL 16" = 585.48 FL 16" = 586.38 FL 16" = 587.28 FL 16" = 589.08 FL 16" = 589.98 FL 16" = 590.18 FL 16" = 590.38 FL 6" = 588.60FL 16" = 588.18 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 164+00.00, 34.50' LT1-TYPE 1 AIR RELEASE VALVEINSTALL:LINE D 165.97.50, 35.17' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (+) 1.80%(+) 0.40%(+) 0.40% WITH 6' OF COVER 1/4" STEEL ENCASEMENT PIPE EX. 25 LF 24",PULL PIPE (DOWN)LINE D 165+00.00, 35.40' LTEX. GAS EX. GAS McKINNEY STREET MATCHLINE STA 161+50274MATCHLINE STA 166+00MATCHLINE STA 166+00MATCHLINE STA 161+50ORR ROAD F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 117+31.37, 39.50' RT 16" WATER LINE D EX. R.O.W. EX. R.O.W. 1-16" GATE VALVE 9 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 164+00.00, 34.50' LT 34.5'CL McKINNEY STREET EX. R.O.W. STEEL ENCASEMENT PIPE EX. 25 LF 24", 1/4" 585 580 590 595 600 610 605 585 580 590 595 600 610 605 STANDARD DRAWING W801 PER CITY OF DENTON 1-TYPE I AIR RELEASE VALVE INSTALL: 165+97.50, 35.17' LT 16" DUCTILE IRON CLASS 52 WATER INSTALL 449 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 449 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D ALONG EX. R.O.W. ON STEEL T POSTS ON 6' CENTERS WITH 4"x4" OPENINGS WELDED WIRE MESH FENCE INSTALL 449 LF OF 60" TALL 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT25.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT25.dgn1:404:45:03 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 594.11 5/8" IRS W/RANDOM 40 D E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 145 E McKINNEY STREET ATMOS ENERGY CORP LOT 146 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON FM 16" W 16" W16" W 18" RCP18" RCP D EX. GAS (EMPTY UNTIL FUTURE EXTENSION) 18" RCP PT 168+00.19166+00 167+00 168+00 169+00 170+00 16" W 16" W 16" W 16" W 166+00 167+00 168+00 169+00 170+00FL 16" = 590.38 FL 16" = 589.58 FL 16" = 587.98 FL 16" = 587.18 FL 16" = 586.38 FL 16" = 585.58 FL 16" = 584.88 FL 16" = 583.48 FL 6" = 589.20FL 16" = 588.78 FL 6" = 584.60FL 16" = 584.18 1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 167+00.00, 33.50' LT1-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 170+00.00, 31.00' LTAT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND (-) 1.60% (-) 1.60%(-) 1.40% WITH 6' OF COVER 1/4" STEEL ENCASEMENT PIPE EX. 25 LF 24",PULL PIPE (UP)LINE D 169+00.00, 35.40' LTMcKINNEY STREET MATCHLINE STA 166+00275MATCHLINE STA 170+50MATCHLINE STA 166+00MATCHLINE STA 170+50CV D-2 16" WATER LINE D PT CV D-2 168+00.33 LINE D 1-16" GATE VALVE 6 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 170+00.00, 31.00' LT 31'EX. R.O.W. EX. R.O.W. CL McKINNEY STREET 1-16" GATE VALVE 8 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 167+00.00, 33.50' LT DEG = 1° 02' 30.27" CURVE 2 (CV D-2) = 2° 39' 03.82" LT T = 127.26' L = 254.48' R = 5,500.00' PC STA = 166+37.66, 34.60' LT PT STA = 168+93.06, 31.00' LT N = 7124913.27 E = 2406948.65 PI STA = 167+65.65, 32.37' LT PC CV D-2 166+37.66 LINE D STEEL ENCASEMENT PIPE EX. 25 LF 24", 1/4" 585 580 575 590 595 600 605 585 580 575 590 595 600 605 16" DUCTILE IRON CLASS 52 WATER INSTALL 449 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 449 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D ALONG EX. R.O.W. ON STEEL T POSTS ON 6' CENTERS WITH 4"x4" OPENINGS WELDED WIRE MESH FENCE INSTALL 449 LF OF 60" TALL 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT26.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-UWT26.dgn1:404:45:06 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD 16" WATER LINE D WATER PLAN & PROFILE AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S S S 587.06 5/8" IRS W/RANDOM 41 D E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 146 LOT 143, 144 VOL. 695, PG. 351 16' UTILITY EASEMENT VOL. XX, PG. XX UTILITY EASEMENT VARIABLE WIDTH VOL. XX, PG. XX 25' UTILITY EASEMENT VOL. XX, PG. XX 16' UTILITY EASEMENT TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON LOT 143, 144 GRISSOM ROAD E McKINNEY STREET & YES COMPANIES KEY LLC VOL. XX, PG. XX EASEMENT 30' TEMPORARY CONSTRUCTION 16" W 16" W 16" W 21" WW 21" WW21" WW18" RCPD 18" RCP 18" RCP 16" W RCP18" FUTURE EXTENSION) (EMPTY UNTIL 18" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP 171+00 172+00 173+00 174+00 175+00 16" W 16" W 16" W 171+00 172+00 173+00FL 16" = 583.48 FL 16" = 582.78 FL 16" = 582.08 FL 16" = 581.38 FL 16" = 580.68 FL 16" = 579.28 FL 6" = 580.40FL 16" = 579.98 FL 16" = 579.17FL EX. 16" = 576.25FL 16" = 576.251-16" GATE VALVE1-16"x6" TEEINSTALL:LINE D 173+00.00, 40.00' LTEx. 16" Water AT PIPE CL EX. GROUND AT PIPE CL PROP. GROUND 4.00° LEFTPULL PIPELINE D 171+22.77, 31.00' LT4.00° RIGHTPULL PIPELINE D 172+51.48, 40.00' LTEND PROP. 16" WATER LINE DCONNECT TO EX. 16 WATER1-16" GATE VALVE1-16" 45° H. BENDINSTALL:LINE D 173+65.00, 32.96' LT1-16" 45° COMBO. BENDINSTALL:LINE D 173+57.96, 40.00' LT(-) 1.40%(-) 41.42 %EX. CCTV EX. GAS EX. GAS EX. CCTV McKINNEY STREET MATCHLINE STA 170+50276MATCHLINE STA 170+5016" WATER LINE D EX. R.O.W.40'EX. R.O.W. 1-16" GATE VALVE 9 LF 6" PVC WATER 1-FH ASSEMBLY 1-6" GATE VALVE 1-16"x6" TEE INSTALL: 173+00.00, 40.00' LT CL McKINNEY STREET31'4.00° RIGHT PULL PIPE 172+51.48, 40.00' LT 4.00° LEFT PULL PIPE 171+22.77, 31.00' LT EX. R.O.W. END PROP. 16" WATER LINE D CONNECT TO EX. 16 WATER (SW) 1-16" GATE VALVE 1-16" 45° H. BEND INSTALL: 173+65.00, 32.96' LT 1-16" 45°COMBO. BEND INSTALL: 173+57.96, 40.00' LT 585 580 575 590 595 600 570 585 580 575 590 595 600 570 16" DUCTILE IRON CLASS 52 WATER INSTALL 318 LF EX. 16" WATER TO BE KILLED CLASS B-3 EMBEDMENT 318 LF 16" DUCTILE IRON AWWA CLASS 52 16" WATER LINE D EX. 16" WATER CUT & PLUG ALONG EX. R.O.W. ON STEEL T POSTS ON 6' CENTERS WITH 4"x4" OPENINGS WELDED WIRE MESH FENCE INSTALL 473 LF OF 60" TALL LOT 143, 144 E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC TO EXISTING WIRE AND POST FENCE CONNECT PROP. WELDED WIRE MESH FENCE 1"=40'H 1"=10'V CITY OF DENTON - McKINNEY STREET PHASE TWOMcKINNEY STREET - PHASE 2 CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400 Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USS01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-USS01.dgn1:40.01944:45:08 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP KENNETH A. ROBERTS 55446P ROFES SIONAL ENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 10" LINE A & 12" LINE B WASTEWATER PLAN & PROFILECONCRETECONCRETESS12" W20" W 16" W20" W16" W20" W12" W12" W 8" W8" W8" WW8" WW 8" WWBOX CULVERT 10'x4'114+00115+00BOX CULVERT 5'x4'18" RCP18"18" RCP5'X2' RCBD16" W16" W10" WW 0+00 1+00 6" PVC SLEEVES 0+00 1+00 FL EX. 8" WW IN=572.74FL PROP. 10" WW OUT=572.54FL PROP. 10" WW IN=572.24FL EX. 8" WW OUT=572.04FL PROP. 10" WW=572.36FL PROP. 10" WW=572.49AT PIPE CL EX. GROUND PROP. 10" WW IN (N)EX. 8" WW OUT (W)CONNECT:1-STD. 4.0' DIA. WWMHCONSTRUCT:REMOVE EX. 4.0' DIA. WWMH0+00.00 PROP. 10" WW LINE AEX. 8" WW IN (E)PROP. 10" WW OUT (S)CONNECT:1-STD. 4.0' DIA. WWMHCONSTRUCT:REMOVE EX. 4.0' DIA. WWMH1+22.32 PROP. 10" WW LINE A10" ON 0.25% AT PIPE CL PROP. GROUND (To Be Removed) Ex. 8" WW EX. FIBER EX. GAS FL 18" 578.93 PROP. 18" RCP FL 16" 568.35 PROP. 16" WATER FL 16" 574.95+/- (T0 BE KILLED) EX. 16" WATER (TO BE KILLED) EX. 8" WATER 150+00151+00CONCRETEESS582.48X CUT SET38WVFMFM16" W16" W8" WW12" WW 12" WW8" WW8" WW18" RCP8" WW16" W16" W6" PVC SLEEVES12" WW 0+00 1+00 18"24" RCP24" RCP24" RCP24" RCP18" RCP PROP. 10" WW IN (N)EX. 8" WW OUT (W)CONNECT:1-STD. 4.0' DIA. WWMHCONSTRUCT:REMOVE EX. 4.0' DIA. WWMH0+00.00 PROP. 10" WW LINE AEX. 8" WW IN (SE)EX. 8" WW IN (NW)PROP. 12" WW OUT (SW)CONNECT:1-STD. 4.0' DIA. WWMHCONSTRUCT:REMOVE EX. 4.0' DIA. WWMH1+33.29 PROP. 12" WW LINE BEx. 12" WW AT PIPE CL PROP. GROUND AT PIPE CL EX. GROUND 12" ON 1.85% EX. CCTV EX. FOC EX. GAS (TO BE KILLED) EX. 16" WATER FL 16" 568.35 PROP. 16" WATER FL 24" 577.68 PROP. 24" RCP FL 24" 577.97 PROP. 24" RCP (To Be Removed) w/ 20" Steel EncasementEx. 12" WW 0+00 1+00 FL EX. 8" WW IN(SE)=572.34FL EX. 8" WW IN(NW)=574.05FL PROP. 12" WW OUT=572.13FL PROP. 12" WW IN=569.70FL EX. 12" WW OUT=569.50FL PROP. 12" WW=570.59FL PROP. 12" WW=571.51277 LOT 151 (PT) E McKINNEY STREET CITY OF DENTON LOT 153 4301 E McKINNEY STREET CITY OF DENTON LOT 154 MAYHILL ROAD 10" WW LINE A BEGIN 10" WW LINE A PROP. 10" WW IN (N) EX. 8" WW OUT (W) CONNECT: 1-STD. 4.0' DIA. WWMH CONSTRUCT: REMOVE EX. 4.0' DIA. WWMH E: 2402208.15 N: 7127160.83 0+00.00 PROP. 10" WW LINE A END 10" WW LINE A EX. 8" WW IN (E) PROP. 10" WW OUT (S) CONNECT: 1-STD. 4.0' DIA. WWMH CONSTRUCT: REMOVE EX. 4.0' DIA. WWMH E: 2402238.31 N: 7127279.38 1+22.32 PROP. 10" WW LINE A 570 585 580 575 590 565 595 570 585 580 575 590 565 595 CONSTRUCT 10" WASTEWATER LINE IN SAME TRENCH AS EX. 8" WW EX. R.O.W EX. R.O.W CL McKINNEY STREETCLASS B-3 EMBEDMENT ASTM D3034 (SDR-35) 123 LF 10" PVC WASTEWATER PIPE 10" WASTEWATER LINE AMcKINNEY STREET1+06.500+06.50REFERENCE ONLY McKINNEY STREETS FORK DRIVE LOT 1 LOT 147B E McKINNEY STREET ATMOS ENERGY CORP (200' STRIP) E McKINNEY STREET VENTURES, LP BCI REAL ESTATE PG. 01970 VOL. 5039, DRAINAGE EASEMENT 20' PERMANENT 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1 24" RCP CL McKINNEY STREET18" RCP18" RCP5'X2' RCB16" W16" W16" W16" W6" PVC SLEEVESCONSTRUCT 12" WASTEWATER LINE IN SAME TRENCH AS EX. 12" WW BEGIN 12" WW LINE B PROP. 12" WW IN (NE) EX. 12" WW OUT (SW) CONNECT: 1-STD. 4.0' DIA. WWMH CONSTRUCT: REMOVE EX. 4.0' DIA. WWMH E: 2405507.33 N: 7125809.39 0+00.00 PROP. 12" WW LINE B END 12" WW LINE B EX. 8" WW IN (SE) EX. 8" WW IN (NW) PROP. 12" WW OUT (SW) CONNECT: 1-STD. 4.0' DIA. WWMH CONSTRUCT: REMOVE EX. 4.0' DIA. WWMH E: 2405572.02 N: 7125925.94 1+33.29 PROP. 12" WW LINE B24" RCP24" RCP1+00 EX. R.O.W EX. R.O.W EX. R.O.W0+25.001+25.00 0+25.001+25.00 24" RCP CLASS B-3 EMBEDMENT ASTM D3034 (SDR-35) 133 LF 12" PVC WASTEWATER PIPE 12" WASTEWATER LINE B (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 100 LF (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 100 LF 0+06.501+06.50(MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 18 LF (MINIMUM 18") 1/2" STEEL ENCASEMENT PIPE LIMITS 100 LF S LOOP 288 N LOOP 288 E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMA T C H L I N E : S H E E T 279 E. McKINNEY STE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 278 MA T C H L I N E : S H E E T 280 DU C H E S S D R E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 279 MA T C H L I N E : S H E E T 281 E. McKINNEY STEU EU EU NEW 240/120, 1 PH, 3 W,ELECTRIC SERVICE ATEXISTING POLENEW LIGHTINGCONTACTOR PANELGROUND BOX, TYPICALGROUND BOX, TYPICALEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 280 MAT C H L I N E : S H E E T 282 END WORK THISCONTRACT. WORKFROM STA 106+00 TO119+50 BY OTHERS E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 281 MATCH L I N E : S H E E T 283 END WORK THISCONTRACT. WORKFROM STA 106+00 TO119+50 BY OTHERSREFERENCE ONLYWORK FROM STA 106+00TO 119+50 BY OTHERS S MAYHILL RD N MAYHILL RDE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 282 MATCH L I N E : S H E E T 284 WORK FROM STA 106+00TO 119+50 BY OTHERSREFERENCE ONLY PRIVATE RDE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 283 MATC H L I N E : S H E E T 285 WORK FROM STA 106+00TO 119+50 BY OTHERSREFERENCE ONLY E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 284 MATCHLIN E : S H E E T 286 BEGIN WORK THISCONTRACT. WORKFROM STA 106+00 TO119+50 BY OTHERS E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 285 MATCHLINE: SHEET 287 N CARPENTER RDE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 286 MATCHLINE: SHEET 288 E. McKINNEY STEU EU EU NEW 240/120, 1 PH, 3 W,ELECTRIC SERVICE ATEXISTING POLENEW LIGHTINGCONTACTOR PANELGROUND BOX, TYPICALGROUND BOX, TYPICALEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 287 MATCHLINE: SHEET 289 E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 288 MATCHLINE: SHEET 290 GLENNGARY WAYE. McKINNEY STE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 289 MATCHLINE: SHEET 291 E. McKINNEY STE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 290 MATCHLINE: SHEET 292 E. McKINNEY STE. McKINNEY STS FORKEUEUEUEUEUEUEUEUEU EUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 291 MATCHLINE: SHEET 293 E. McKINNEY STE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 292 MATCHLINE: S H E E T 294 E. McKINNEY STEU EU EU NEW 240/120, 1 PH, 3 W,ELECTRIC SERVICE ATEXISTING POLENEW LIGHTINGCONTACTOR PANELGROUND BOX, TYPICALGROUND BOX, TYPICALEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 293 MATCHLINE: SHEET 295 E. McKINNEY STE. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 294 MATCHLINE: SHEET 296 E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 295 MATCHLINE: SHEET 297 E. McKINNEY STEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUMATCHLINE: SHEET 296 ALL CONDUIT SHALL BE 2" TYPE EPC-40-PVCNOTES:1.ROADWAY AND PEDESTRIAN POLES AND LUMINAIRES AREFURNISHED BY DENTON MUNICIPAL ELECTRIC FOR INSTALLATION BYTHE CONTRACTOR.*FOR REFERENCE ONLY STREET LUMINAIRE POLE FOUNDATION DETAILSD1NOT TO SCALE STREET LUMINAIRE CONDUIT AND GROUND BOX DETAILSD2NOT TO SCALE 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW01.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW01.dgn1:404:45:13 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PARKING AREA S S S 587.72 5/8" IRS W/RANDOM 3 0LOT 24A LOOP 288 7-ELEVEN INC LOT 1 LOT 1 101 N LOOP 288 DENNIS J KOOP LOT 1 3612 E McKINNEY STREET McKINNEY BUILDING, LP VOL. 1029, PG. 281 UTILITY EASEMENT 75' MAINTAINING PUBLIC VOL. 60 3, PG. 520 EASEMENT 16' PUBL IC UT IL ITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. F, PG. 336ELEC. EASEMENT20' UTILITY & VOL. 603, PG. 520 EASEMENT16' PUBL IC UT IL ITY 101 S LOOP 288 INVESTMENT COMPANY SEJ ASSET MANAGEMENT & CAB. F, PG. 336& ELEC.EASEMENT16' UTILITY D.R.D.C.T. PG. 394 VOL. 440, EASEMENT DRAINAGE 40' TXDOT WV WV WV LT LT LT LT LT30" WW3 0 " WW3 0 " WW8" WW8" WW 8" W 8" W8" W8" W2 0" W 20 " W 8" W 24" RCP 36" RCP 36" RCP BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 9' x 5' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5'x4' BOX CULVERTEx. 5' x 4' BOX CULVERTEx. 5' x 3' BOX CULVERTEx. 6' x 3' 24" RCP 24" RCP 24" RCP 24 " RC PWV 2 0" W PT 90+20.1888+00 90+00 91+00 87+00 1 0072+ 0 0 100 7 3 +0 0 1 0 0 7 4 +0 0 89+00 24" RCP 4'X2' RCB 12" W 12" W EX. R.O.W 301MATCHLINE STA 91+50N LOOP 28 8 S LOOP 28 8 EX. R.O.W EX. R.O.W EX. R.O.W 6' SIDEWALK STREETCL McKINNEY LOOP 288 STA 10073+29.69 McKINNEY STREET= STA 88+88.74 DENTON COUNTY, TX MINUTES COMMISIONER'S COURT PAGE 366 ATTACHED TO VOL S, DATED: 10-08-1947 RIGHT OF WAY EASEMENT 5.5'5.5'McKINNEY STREET McKINNEY STREET CONSTRUCTION BIKE/PED PATH BEGIN 12' STA 89+41.97 EX. R.O.W EX. R.O.W STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' LOOP 288 7-ELEVEN INC LOT 24A PATH 12' BIKE/PED ALTERNATE BID CONSTRUCTION BEGIN 6' SIDEWALK STA 90+77.72 KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW02.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW02.dgn1:404:45:15 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS V E PARKING AREA S PARKING AREA VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY CAB. R, PG. 32 EASEMENT 20' PUBLIC UTILITY CAB. D, PG. 191 16' UTILITY EASEMENT 3730 E McKINNEY STREET LISA FONG LEUNG 100 N LOOP 288 100 NORTH LOOP 288, LLC 101 S LOOP 288 DNB INVESTMENTS LTD 101 S LOOP 288 SEJ ASSET MANAGEMENT & INVESTMENT COMPANY LOOP 288 7-ELEVEN INC LOT 1LOT 41LOT 1 LOT 24A VOL. 603, PG. 520 EASEMENT 16' PUBLIC UTILITY WV WV 8" WW 8" WW 8" WW 8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 24" RCP 18" RCP 15" RCP 24" RCP 8" W 20" W PT 94+85.56 PC 93+74.5992+00 93+00 94+00 95+00 96+00 D18" RCP 18" RCP 18" RCP 18" 24" RCP D 4'X2' RCB RCP30" 24" RCP 18" 12" W 12" W 12" W 12" W 20" W 20" W 20" W 20" W6" PVC SLEEVES 6" PVC SLEEVES6" PVC SLEEVES6" W6" WCAB. D, PG. 191 16' UTILITY EASEMENT CAB. O, PG. 264 EASEMENT 15' PUBLIC UTILITY CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. XX, PG. XX EASEMENT PRIVATE DRAINAGE CAB. X, PG. XX EASEMENT 8' PUBLIC UTILITY CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT E McKINNEY STREET CCD-RLG DENTON I LP 3701 E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3730 E McKINNEY STREET LISA FONG LEUNG 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE LOT 1LOT 1 LOT 1 LOT 1 LOT 1 100 N LOOP 288 LLC 100 NORTH LOOP 288, PC 99+35.0897+00 98+00 99+00 100+00 101+00 V 15" HACKBERRY S S S WV WV WV 8" WW 8" WW 8" WW 8" W 8" W 8" W 8" W 8" W 8" W 8" W 6" W(15" STEEL ENCASEMENT)8" WW(15" STEEL ENCASEMENT)8" WW8" W8 " W6" W 6" W6" W T 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 6" W6" W6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" W24" RCP 18" RCP D18" D CL McKINNEY STREET McKINNEY STREET MATCHLINE STA 96+50CV-3 DRIVEDUCHESS FENCEIRON EX. WROUGHT EX. R.O.W EX. R.O.W EX. R.O.W 6' SIDEWALK 6' SIDEWALK5.5'MATCHLINE STA 101+50MATCHLINE STA 96+50MATCHLINE STA 91+503'302 EX. R.O.W 6' SIDEWALK CL McKINNEY STREET McKINNEY STREET EX. R.O.W 5.5'120' R.O.W.120' R.O.W.(TYP.) 3' (TYP.) 9' (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW STRIPE (TYP.) THERMOPLASTIC 4" YELLOW 5'5.5'12'BIKE/PED PATH PATH BIKE/PED 12' 3'ALTERNATE BID ALTERNATE BID5.5'PC CV-1 STA 94+08.25, 37.00' LT PCC CV-2 PCC CV-1 STA 94+70.83, 47.57' LT PT CV-2 STA 95+38.37, 59.00' LT PC CV-3 STA 96+11.14, 59.00' LT DEG = 27° 48' 48.55"L = 64.47'R = 206.00' R = 206.00' L = 64.47' T = 32.50' DEG = 27° 48' 48.55" = 17° 55' 57.87" LT E = 2400367.97 N = 7127982.23 PI STA = 94+40.26, 39.71' LT CURVE 1 (CV A-1) 100 N LOOP 288 100 NORTH LOOP 288, LLC LOT 1 R = 206.00' L = 69.03' T = 34.84' DEG = 27° 48' 48.55" = 19° 11' 54.37" RT E = 2400434.43 N = 7127971.36 PI STA = 95+04.34, 56.17' LT CURVE 2 (CV A-2) R = 206.00' L = 67.63' T = 34.12' DEG = 27° 48' 48.55" = 18° 48' 33.43" RT E = 2400559.01 N = 7127903.77 PI STA = 96+45.11, 56.18' LT CURVE 3 (CV A-3) LOT 1 E McKINNEY STREET CCD-RLG DENTON I LP R = 206.00' L = 67.63' T = 34.12' DEG = 27° 48' 48.55" = 18° 48' 33.43" LT E = 2400605.30 N = 7127583.63 PI STA = 97+10.63, 39.72' LT CURVE 4 (CV A-4) PT CV-4 STA 97+43.98, 37.00' LT PCC CV-4 PCC CV-3 STA 96+77.57, 48.00' LT 5.5'PC CV-5 STA 100+31.39, 37.00' LT R = 126.00' L = 59.11' T = 30.11' DEG = 45° 28' 22.23" = 26° 52' 40.20" LT E = 2400914.45 N = 7127687.52 PI STA = 100+61.44, 40.49' LT CURVE 5 (CV A-5) PCC CV-6 PCC CV-5 50.30' LT STA 100+88.90, PATH BIKE/PED 12' R = 126.00' L = 114.31' T = 61.43' DEG = 45° 28' 22.23" = 51° 58' 44.95" RT E = 2401005.98 N = 7127686.64 PI STA = 101+49.06, 62.90' LT CURVE 6 (CV A-6) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD)6" W 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW03.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW03.dgn1:404:45:18 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA DBL. 10" HACKBERRY 18" ELM 6" TREE TRI 4" TREE QUAD 6" ELM DBL. 8" HACKBERRY 6" ELM DBL. 6"/12" HACKBERRY DBL. 6" HACKBERRY DBL. 8" HACKBERRY 4" ELM 6" ELM DBL. 12" HACKBERRY DBL. 6" ELM 10" TREE S 586.24 X CUT SET 32 CAB. D, PG. 15 20' PUBLIC UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. O, PG. 264 10' UTILITY EASEMENT CAB. B, PG. 71 25' UTILITY EASEMENT CAB. B, PG. 7116' UTILITY EASEMENT 191 DUCHESS DRIVE JBJ/CALDER FUND VII JOINT VENTURE E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC STREET 3910 E McKINNEY SCOTTIE ADAMS LOT 1 LOT 27 LOT 29 LOT 1 8" W 8" W 8" W 6" W 6" W 6" W6" W 6" W 8" WW PT 102+63.42 PC 104+55.99103+00 104+00 105+00 106+00 24" RCP18" RCP18" RCPD18" RCP36" RCP18" 12" W 20" W 20" W 20" W 20" W 12" W 12" W 12" W 6" PVC SLEEVES6" W6" WCAB. B, PG. 71 25' UTILITY EASEMENTCAB. B, PG. 71 16' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT 3912 E McKINNEY STREET DUNCAN STREET COMMERCIAL LLC3910 E McKINNEY STREET SCOTTIE ADAMS E McKINNEY STREET McKINNEY MAYHILL PARTNERS LLC 3801 E McKINNEY STREET ANGEL & GRISELDA ENRIQUEZ 3919/3921 E McKINNEY STREET NSA PROPERTY HOLDINGS, LLC 3916 E McKINNEY STREET EDWARD D & SHARYL K DIELEMAN 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF LOT 38 LOT 4 LOT 3LOT 2 LOT 1 LOT 29 LOT 1R PT 107+79.73106+00 107+00 108+00 109+00 110+00 V PARKING AREA PARKING AREA PARKING AREA PARKING AREA PARKING AREA 24" HACKBERRYDBL. 12" TREE24" TREETRI 6" TREE 15" HACKBERRY10" CEDAR DBL. 10" TREE DBL. 12" HACKBERRY S WV WVWV WV 6" W 6" W 8" WW 8" WW 8" WW 8" W 8" W 8" W 6" W6" W 6" W 8" WW 8" WW 8" WW 20" W 12" W 12" W 12" W 12" W 20" W 20" W 20" W 12" W12" W6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 36" RCP 24"18"36" RCP D 18"30" RCP24" RCP18"1 8" R C P18"RCB 4'X4' RCB 4'X4' RCB 4'X4' 6' SIDEWALK McKINNEY STREET EX. R.O.W MATCHLINE STA 101+50MATCHLINE STA 106+00EX. R.O.W FENCEIRON EX. WROUGHT FENCEIRON EX. WROUGHT 5.5'5.5'EX. R.O.W 6' SIDEWALK McKINNEY STREET MATCHLINE STA 106+00MATCHLINE STA 110+50FENCE EX. IRON IRON FENCE EX. WROUGHT R.O.WEX. 5.5'5.5'303 R.O.WEX. EX. R.O.W CL McKINNEY STREET 113.5' R.O.W.103' R.O.W.120' R.O.W.120' R.O.W.(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' 2'ALTERNATE BID DONE BY OTHERS TO STA 119+50 CONTRACT, BEGIN WORK TO BE STA 106+00 END WORK THIS ONLY BID-REFERENCE ALTERNATE CV-6 PCC CV-7 PCC CV-6 STA 102+00.39, 49.63' LT PT CV-7 STA 102+53.80, 37.00' LT R = 114.00' L = 54.98' T = 28.04' DEG = 50° 15' 34.04" = 27° 38' 00.39" LT E = 2401060.40 N = 7127615.64 PI STA = 102+26.89, 40.04' LT CURVE 7 (CV A-7) PC CV-8 STA 103+64.08, 37.00' LT PATH BIKE/PED 12' PCC CV-9 PCC CV-8 STA 104+18.88, 49.55' LT PT CV-9 STA 104+73.03, 62.00' LT PC CV-10 STA 105+24.80, 62.00' LT PCC CV-10 PCC CV-9 STA 105+77.33, 50.44' LT R = 126.00' L = 56.71' T = 28.84' DEG = 45° 28' 22.23" = 25° 47' 09.95" LT E = 2401211.96 N = 7127545.29 PI STA = 103+92.67, 40.29' LT CURVE 8 (CV A-8) R = 126.00' L = 55.39' T = 28.15' DEG = 45° 28' 22.23" = 25° 11' 22.83" RT E = 2401268.94 N = 7127546.17 PI STA = 104+45.38, 58.87' LT CURVE 9 (CV A-9) CV-11 R = 126.00' L = 52.40' T = 26.58' DEG = 45° 28' 22.23" = 23° 49' 39.67" RT E = 2401364.88 N = 7127504.64 PI STA = 105+52.17, 58.99' LT CURVE 10 (CV A-10) PATH BIKE/PED 12' R = 126.00' L = 61.11' T = 31.17' DEG = 45° 28' 22.23" = 27° 47' 20.31" LT E = 2401404.76 N = 7127462.87 PI STA = 106+07.55, 40.27 LT CURVE 11 (CV A-11) PT CV-11 STA 106+37.96, 58.99' LT3.5'STREET CL McKINNEY KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW04.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW04.dgn1:404:45:20 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA E E PARKING AREA S S S S S STREET 4001 E McKINNEY CITY OF DENTON E McKINNEY STREET CITY OF DENTON 3922 E McKINNEY STREET GOEL VENTURES ONE, LLC 3918-3920 E McKINNEY STREET LESLIE A & MICHAEL L ORINGDERFF 3923 E McKINNEY STREET DENTON 3919 McKINNEY, LLC LOT 153 LOT 3 LOT 151 (PT)LOT 5R1 LOT 152 CAB. B, PG. 71 25' UTILITY EASEMENT CAB. Y, PG. 289 20' UTILITY EASEMENT CAB. B, PG. 147 16' UTILITY EASEMENT VOL. 5039, PG. 01970 DRAINAGE EASEMENT 20' PERMANENT STRIP) E McKINNEY STREET (200' VENTURES, LP BCI REAL ESTATE WV wv1719590.20 WV wv no lid5248583.02 Ex. 8" Water Ex. 8" Water Ex. 8" Wat er Ex. 16" Water 8" WW 8" W 6" W 12" W 12" W12" W6" W 12" W 12" W 20" W16" W 20" W20" W20" W 8" WW 10" WW8" WW8" WW10" WW8" W20" W 12" W 12" W8" W 8" W 8" WW 8" WW8" WW 2-18" RCP 27" RCP BOX CULVERT6'x4'BOX CULVERT6'x4'BOX CULVERT6'x4'B O X C U L V E R T 6'x4' 8" WW (ABANDONED)10" WW(AB A NDON E D) 1 0" WW8" WW 10'x4' RCBC PT 112+56.89 PC 111+52.17111+00 112+00 113+00 114+00 115+00 222+00223+00BOX CULVERT5'x4'18" RCP18"18" RCPD18"BOX CULVERT6'x4'BOX CULVERT6'x4'RCP24" RCP24" D 4'X4' RCBRCB 4'X4' PARKING AREA E McKINNEY STREET (200' STRIP) BCI REAL ESTATE VENTURES, LP BAYLOR UNIVERSITY 4301 E McKINNEY STREET CITY OF DENTON 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT)LOT 151 (PT) LOT 161LOT 154 STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & WV16" W 16" W 16" W 8" W 8" W 8" WW 8" WW 15" CMP 15" CMP PC 116+81.83116+00 117+00 118+00 119+0018"5'X2' RCB5'X2' RCB 5'X2' RCB 18" RCP20" W12" W 12" W16" W 16" W10" WW20" W 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES6" WPC 13+00.5216" W 16" W 16" W 6" PVC SLEEVES 304MATCHLINE STA 110+50MATCHLINE STA 115+50MATCHLINE STA 115+50LOT 5R1 MATCHLINE STA 119+00BAYLOR UNIVERSITY LOT 151 (PT) EX. R.O.W 6' SIDEWALK CL McKINNEY STREET LINK FENCE EX. CHAIN EX. R.O.W EX. R.O.W 6' SIDEWALK5.5'5.5'5' SIDEWALK 10' SIDEWALK 10' SIDEWALK STA 222+65.23 MAYHILL ROAD STA 112+75.57 McKINNEY STREET PATH 12' BIKE/PED 5' SIDEWALK 5.5'5.5'S MAYHI LL ROADMcKINNEY STREET N MAYHI LL ROADMcKINNEY STREET EX. R.O.W PATH 12' BIKE/PED EX. R.O.W 6' SIDEWALK CL McKINNEY STREET McKINNEY STREET 5.5'5.5'EX. R.O.W EX. R.O.W 140' R.O.W.121' R.O.W.125' R.O.W.(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW PATH 12' BIKE/PED STRIPE (TYP.) THERMOPLASTIC 4" YELLOW ONLY BID-REFERENCE ALTERNATE ONLY BID-REFERENCE ALTERNATE R.O.W EX. KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) STREET 4515 E McKINNEY GLADYS F STOUT KENNETH L & LOT 161 4393 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 159 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW05.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW05.dgn1:404:45:23 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS PARKING AREA PBX 585.19 5/8" IRS W/RANDOM 34 DOC # 99-R0026679 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4515 E McKINNEY STREET KENNETH L & GLADYS F STOUT LOT 151 (PT) LOT 161 LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC 4663 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON FM 16" W 16" W 8" W 8" WW 8" WW 15" CMP 15" CMP 16" W 119+00 120+00 121+00 5'X2' RCB 24" RCP 24" RCP 5'X2' RCB18" 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY BAYLOR UNIVERSITY 4663 E McKINNEY STREETMEMORIAL BAPTIST CHURCH OF DENTON 4673 E McKINNEY STREET MEMORIAL BAPTIST CHURCH OF DENTON 4683 E McKINNEY STREET SAYR RESOURCES INC LOT 151 (PT) LOT 162, 163, 164 (OLD DCAD 1P, 1P2, 1R), AC LOT 166 LOT 167 BCI REAL ESTATE VENTURES,LP LOT 151 (PT) PT 125+28.65122+00 123+00 124+00 125+00 126+00 PARKING AREA DBL. 15"/24" PECAN24" PECAN 27" PECANDBL. 18" ELM 15" PECAN TRI 12" PECAN 30" PECAN DBL. 8" TREEDBL. 8"/15" TREE S WV WV 16" W 16" W 8" W 8" W 8" WW 8" WW 8" WW 18" CMP 15" RCP 15" RCP 16" W16" W 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES5'X2' RCB 36" RCPRCB 5'X3'MATCHLINE STA 121+50 F.L. XXXT.C. XXXCL 10' REC. INLETPAV STA 113+99.92, 39.49' RT 305MATCHLINE STA 121+50MATCHLINE STA 126+00MATCHLINE STA 119+00EX. R.O.W 5.5'5.5'EX. R.O.W McKINNEY STREET CL McKINNEY STREET 6' SIDEWALK PATH 12' BIKE/PED 6' SIDEWALK EX. R.O.W EX. R.O.W CL McKINNEY STREET McKINNEY STREET5.5'5.5'EX. R.O.W EX. R.O.W EX. R.O.W121' R.O.W.111' R.O.W.111' R.O.W.121' R.O.W.127' R.O.W.(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW PATH 12' BIKE/PED ALTERNATE BID ALTERNATE BID END WORK TO BE DONE BY OTHERS BEGIN WORK THIS CONTRACT STA 119+50 KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW06.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW06.dgn1:404:45:26 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 36" PECAN 36" PECAN 48" PECAN 6" HACKBERRY 21" CEDARDBL. 15"/24" PECAN S 586.97 5/8" IRS W/RANDOM 35 BCI REAL ESTATE VENTURES,LP 5001 E McKINNEY STREET BARBARA McDONALD COBB 5043 E McKINNEY STREET CHELA DARLINE McDONALD LOT 151 (PT) LOT 168 LOT 169 VOL. 5039, PG. 01056 EASEMENTCONSTRUCTION 20' TEMPORARY VOL. 5039, PG. 01056 EASEMENT 20' PUBLIC UTILITY VOL. 5039, PG. 01056 EASEMENT 8' PUBLIC UTILITY DOC # 9 9 -R0 07730 9UTILITY EASEMENT 2 0' PUBLI C PC 129+61.61126+00 127+00 128+00 129+00 130+00 D 18" RCP18" RCP36" R CP 18" RCP 36" RCP 36" RCP18"18" RCPD 36" RCP RCP 24" 4'x3' RCB BCI REAL ESTATE VENTURES,LP 5101 E McKINNEY STREET DENTON ISD 5090 E McKINNEY STREET EDIBERTO A RODRIGUEZ E McKINNEY STREET KIM Y PHAM LOT 151 (PT) LOT 1R4 LOT 150 LOT 1 CAB. H, PG. 62 20' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 130+00 131+00 132+00 133+00 134+00 135+00 BOX CULVERT3-6'x3'D 18" 30" RCP 24" RCP18"18" RCP36" RCP36" RCP36" RCP24" RCP24"24"18"RCB5'X3' 18" RCP 4'X3' RCB 4'X3' RCB FM 16" W 16" W 8" WW 8" WW6" W 6 " W8" W 8" WW 8" WWWV WV WVFM 16" W 16" W 16" W 8" W 8" W 8" W 10" W 10" W 16" W 16" W 16" W 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVES 16" W 16" W 16" W 16" W 1 0 " W6" PVC SLEEVES 6" PVC SLEEVES MATCHLINE STA 130+00MATCHLINE STA 130+00MATCHLINE STA 135+00MATCHLINE STA 126+00McKINNEY STREET McKINNEY STREETRYAN WAY306ROADN CARPENTER5.5'5.5'R.O.WEX. PATH 12' BIKE/PED CL McKINNEY STREET EX. R.O.W 6' SIDEWALK R.O.WEX. 5.5'5.5'EX. R.O.W R.O.WEX. EX. R.O.W 6' SIDEWALK EX. R.O.W CL McKINNEY STREET FENCE EX. WOOD (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW 5101 E McKINNEY STREET DENTON ISD LOT 1R4127' R.O.W.119' R.O.W.124' R.O.W.121.5' R.O.W.119' R.O.W.7'BID ALTERNATE BID ALTERNATE PC CV-12 STA 132+35.27, 37.00' LT PCC CV-13 PCC CV-12 STA 132+85.59, 45.53' LT R = 206.00' L = 54.62' T = 27.47' DEG = 27° 48' 48.55" = 15° 11' 30.34" RT E = 2404005.12 N = 7126713.06 PI STA = 133+12.33, 48.77' LT CURVE 13 (CV A-13) PATH BIKE/PED 12' PT CV-13 STA 133+39.20, 50.50' LT PC CV-14 STA 134+01.50, 50.50' LT R = 206.00' L = 54.62' T = 27.47' DEG = 27° 48' 48.55" = 15° 11' 30.34" RT E = 2404114.13 N = 7126668.55 PI STA = 134+28.68, 48.73' LT CURVE 14 (CV A-14) R = 206.00' L = 54.62' T = 27.47' DEG = 27° 48' 48.55" = 15° 11' 30.34" RT E = 2404114.13 N = 7126668.55 PI STA = 134+80.19, 38.62' LT CURVE 15 (CV A-15) R = 206.00' L = 51.19' T = 25.73' DEG = 27° 48' 48.55" = 14° 14' 20.44" LT E = 2403952.29 N = 7126719.30 PI STA = 132+60.77, 38.66' LT CURVE 12 (CV A-12)PCC CV-15 PCC CV-14 43.53' LT STA 134+55.11, KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW07.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW07.dgn1:404:45:29 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS 587.025/8" IRS W/RANDOM36 5101 E McKINNEY STREET DENTON ISD LOT 1R4 E McKINNEY STREET KIM Y PHAM LOT 1 CAB. H, PG. 6220' UTILITY EASEMENT CAB. E, PG. 330 4' SIDEWALK EASEMENT 135+00 136+00 137+00 138+00 139+00 18" RCP 24" RCP 18" RCP 5101 E McKINNEY STREET DENTON ISD E McKINNEY STREET KIM Y PHAM E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 1R4 LOT 1 LOT 1, BLOCK A LOT 1, BLOCK B CAB. H, PG. 62 20' UTILITY EASEMENT CAB. H, PG. 62 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENTCAB. H, P G. 6 2 1 6' UTI LI T Y E AS E ME N T CAB. E, PG. 330 EASEMENT 4' SIDEWALK CAB. E, PG. 330 4' SIDEWALK EASEMENT PT 140+30.62139+00 140+00 141+00 142+00 143+00 V E ES D18"24" RCP 18"RCP WV 10" W 10" W 16" W 16" W 16" W WV WV WVWV WV WV WVWV FM 10" W 10" W 16" W 16" W 16" W 16" W16" W8" W10" WW 10" WW10"WW16" W (F O R C E MAI N) 8" WW8" WW8" W16" W 16" W 16" W 6" PVC SLEEVES 16" W 16" W 16" W 16" W16" W16" W16" W 16" W 16" W 6" PVC SLEEVES 6" PVC SLEEVES 6" PVC SLEEVESMATCHLINE STA 143+50MATCHLINE STA 139+00MATCHLINE STA 135+00MATCHLINE STA 139+00McKINNEY STREET McKINNEY STREET GLENNGARY WAY307 PATH 12' BIKE/PED R.O.WEX. 6' SIDEWALK 6' SIDEWALK EX. R.O.W5.5'5.5'CL McKINNEY STREET R.O.WEX. 6' SIDEWALK5.5'5.5'108' R.O.W.CL McKINNEY STREET R.O.WEX. PATH 12' BIKE/PED 5' SIDEWALK R.O.WEX. FENCE EX. WOOD FENCE EX. WOOD R.O.WEX. STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW BID ALTERNATE BID ALTERNATE PC CV-15 STA 135+05.42, 37.00' LT CAB. H, PG. 62 16' UTILITY EASEMENT KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 5101 E McKINNEY STREET DENTON ISD LOT 1R4 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW08.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW08.dgn1:404:45:31 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET KIM Y PHAM 5301 E McKINNEY STREET YES COMPANIES KEY LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 1 LOT 147BLOT 1, BLOCK B CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 330 EASEMENT 4' SIDEWALK 144+00 145+00 146+00 147+00 148+00 D18"RCP18"18" RCP E McKINNEY STREET ATMOS ENERGY CORP 5301 E McKINNEY STREET YES COMPANIES KEY LLC 5301 E McKINNEY STREET YES COMPANIES KEY LLC LOT 147B LOT 1 LOT 1 CAB. E, PG. 60 16' UTILITY EASEMENT CAB. E, PG. 60 16' UTILITY EASEMENT PC 152+46.66148+00 149+00 150+00 151+00 152+00 CONCRETE E S S S 18" RCP 18" RCP 18"24" RCP 24" RCP 18" RCP24" RCP24" RCP18" RCPCULVERTBOX 3-7'x3'FM T 16" W 16" W 16" W 8" WW 8" WW 8" WW 8" WW6" WW16" W 16" W 16" W 8" WW 8" WW 8" WW 8" WW6" WWWV WV FMFM 16" W 16" W 8" WW 8" WW 12" WW12" W W8" WW 8" WW 16" W 8" WW 6" WW8" WW 16" W 16" W 16" W 16" W 6" PVC SLEEVES 16" W 16" W 16" W 16" W 6" PVC SLEEVES 12" WWMATCHLINE STA 143+50MATCHLINE STA 148+00MATCHLINE STA 152+50MATCHLINE STA 148+00McKINNEY STREET McKINNEY STREETS FORK DRIVE308 12" WWFENCE EX. WOOD LINK FENCE EX. CHAIN EX. R.O.W 6' SIDEWALK CL McKINNEY STREET R.O.WEX. PATH 12' BIKE/PED 111' R.O.W.5.5'5.5'POND EX. DETENTION R.O.WEX. 6' SIDEWALK EX. WOOD FENCE FENCE EX. WOOD POND EX. DETENTION R.O.WEX. PATH 12' BIKE/PED EX. BRICK WALL CL McKINNEY STREET R.O.WEX. EX. WOOD FENCE 5.5'5.5'111' R.O.W.108' R.O.W.(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW 5.5'BID ALTERNATE BID ALTERNATE KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW09.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW09.dgn1:404:45:33 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S E McKINNEY STREET ATMOS ENERGY CORP LOT 147A E McKINNEY STREET ATMOS ENERGY CORP LOT 147B LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT PC 152+46.66 PT 156+32.66153+00 154+00 155+00 156+00 157+00 18" RCP3'x2' RCB 18" RCP 18" E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC K O R N U P A U L & WE N TS AI LOT 147A LOT 143, 144L O T 108 LOT 1 5301 E McKINNEY STREET YES COMPANIES KEY LLC CAB. E, PG. 60 16' UTILITY EASEMENT V OL. 990, P G.640 15' UTILIT Y E AS E ME N T 157+00 158+00 159+00 160+00 161+00 585.97PK NAIL SET39 DD FM 8" WW 16" W 16" W 8" WW 8" WW 16" W 16" W 8" WW 8" WW 8" WW 3'x2' RCB 3'x2' RCB 16" W 16" W 16" W12" W12" W8" WW 16" W 16" W 16" W12" W12" W8" WW 24" RCP 24" RCP 18"18" RCP18"18" RCP24" RCP D RCP18" D 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" WMATCHLINE STA 152+50MATCHLINE STA 157+00MATCHLINE STA 161+50MATCHLINE STA 157+00McKINNEY STREET McKINNEY STREET 309 POND EX. DETENTION EX. WOOD FENCEPATH 12' BIKE/PED CL McKINNEY STREET R.O.WEX. 6' SIDEWALK FENCE EX. CHAIN LINK 5.5'5.5'111' R.O.W.R.O.WEX. R.O.WEX. R.O.WEX. LINK FENCE EX. CHAIN 6' SIDEWALK115' R.O.W.5.5'5.5'PATH 12' BIKE/PED CL McKINNEY STREET R.O.WEX. FENCE EX. WOOD 115' R.O.W.STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' 3'(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW BID ALTERNATE BID ALTERNATE KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW10.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW10.dgn1:404:45:36 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS D E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 143, 144 LOT 147A LOT 146 E McKINNEY STREET ATMOS ENERGY CORP PC 164+36.86162+00 163+00 164+00 165+00 166+00 E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC E McKINNEY STREET ATMOS ENERGY CORP LOT 146 LOT 145 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON PT 168+00.19166+00 167+00 168+00 169+00 170+00 594.11 5/8" IRS W/RANDOM 40 D FM 16" W16" W 16" W16" W 18" RCP 18" RCPD FM 16" W 16" W16" W16" W 16" W16" W 18" RCP18" RCP D EX. GAS (EMPTY UNTIL FUTURE EXTENSION) 18" RCP 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" WMATCHLINE STA 161+50MATCHLINE STA 166+00MATCHLINE STA 170+50MATCHLINE STA 166+00McKINNEY STREET McKINNEY STREET 310ORR ROADEX. R.O.W 6' SIDEWALK LINK FENCE EX. CHAIN EX. R.O.W LINK FENCE EX. CHAIN 6' SIDEWALK PATH 12' BIKE/PED R.O.WEX. CL McKINNEY STREET 115' R.O.W.5.5'5.5'EX. R.O.WLINK FENCE EX. CHAIN 6' SIDEWALK PATH 12' BIKE/PED R.O.WEX. CL McKINNEY STREET5.5'5.5'(TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW (TYP.) 3' (TYP.) 9' STRIPE (TYP.) THERMOPLASTIC 4" YELLOW E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 145 112' R.O.W.BID ALTERNATE BID ALTERNATE PATH CONSTRUCTION END 12' BIKE/PED STA 169+43.58 KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) KEEP KEEP RIGHT LEFT RIGHTLEFT 24x18 R9-7 (MOD) (INCLUDE ON BASE BID) TYPE 1A RAMP CITY OF DENTON 1:40 CITY OF DENTON - McKINNEY STREET PHASE TWOLEGEND: NOTES: SIDEWALK PROPOSED CONCRETE McKINNEY STREET - PHASE 2 MINIMUM RADIUS = 60' BIKE/PED PATH DESIGN SPEED = 18 MPH.2. FOR ADDITIONAL INFORMATION. 1. SEE CITY OF DENTON STANDARD DETAILS CITY OF DENTON DATENO.REVISIONS APPROVED DESIGN BDE DRAWN APPR. KAR SCALE DATE PROJ. NO.SHEET Phone (214) 871-3311 Fax (214) 871-0757 Dallas, Texas 75202 1717 McKinney Avenue, Suite 1400Huitt-Zollars, Inc. I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW11.dgnI:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\SHEETS\Phase Two\305837-CSW11.dgn1:404:45:38 PMTIME:DATE:9/4/2019alimPEN TABLE:I:\proj\R305837.01 - City of Denton Mckinney Street\10 CADD & BIM\10.6 MicroStation\Support\Plot\HZIHALF_BENT.TBLR305837 0 SCALE IN FEET 10 20 30 40 E. OF LOOP 288 TO W. OF GRISSOM ROAD AL OR BLAST - STOP CALL BEFORE YOU DIG, DRILL, REQUEST 48 HOURS NOTICE TEXAS ONE CALL PARTICIPANT CALL BEFORE YOU DIG! TEXAS ONE CALL SYSTEM 1-800-DIG-TESS 2019 SEP SIDEWALK PLAN KENNETH A. ROBERTS 55446P ROFES SIONALENGINEERSTATEOFTEXASDERETSIGER FIRM REGISTRATION NO. F-761 ON SEPTEMBER 4, 2019. BY KENNETH A. ROBERTS, P.E. 55446 APPROVED FOR BIDDING & CONSTRUCTION THE SEAL APPEARING ON THIS PLAN IS S S S D E McKINNEY STREET ATMOS ENERGY CORP E McKINNEY STREET & TRINITY ROAD THE WOODLANDS ON McKINNEY STREET LLC LOT 146 LOT 143, 144 LOT 143, 144 TRINITY ROAD E McKINNEY STREET & McKINNEY STREET LLC THE WOODLANDS ON TRINITY ROAD E McKINNEY STREET & ON McKINNEY STREET LLC THE WOODLANDS VOL. 695, PG. 351 16' UTILITY EASEMENT VOL. XX, PG. XX UTILITY EASEMENT VARIABLE WIDTH VOL. XX, PG. XX 25' UTILITY EASEMENT VOL. XX, PG. XX 16' UTILITY EASEMENT VOL. XX, PG. XX EASEMENT 30' TEMPORARY CONSTRUCTION 171+00 172+00 173+00 174+00 175+00 16" W 16" W 16" W 16" W 16" W 16" W 21" WW 21" WW21" WW16" W 16" W 16" W 21" WW 21" WW21" WW18" RCPD 18" RCP 18" RCP 16" W RCP18" FUTURE EXTENSION) (EMPTY UNTIL 18" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP (EMPTY UNTIL FUTURE EXTENSION) 24" RCP MATCHLINE STA 170+50McKINNEY STREET 311 R.O.WEX. R.O.WEX. 5.5'CL McKINNEY STREET R.O.WEX. 6' SIDEWALK LINK FENCE EX. CHAIN 173+00 BID ALTERNATE END 6' SIDEWALK CONSTRUCTION STA 171+00.00 114.5' R.O.W.