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7239 IFB - DEA Landside Paving Imp. - PLANSCRESCENT LINDENHILLC RESTSTANLEYPANHANDLEECTOR SCRIPTURE HOUSTON THOMASBRADLEYALAMO OAK STELLA CHARLOTTE LOUISE AVE HPRAIRIEAVEAVEGFAVE EEAGLE Golf Course McKenna ParkBRAE BONNIEWFork AIRPORT WESTCOURTCORBINCreek WISTERIAGOLF LAUREL AZALEARoselawn Memorial ParkBONNIEDryForkDENTONCITYLIMIT CORBIN SPRINGSIDE CREEK UNDERWOODMAR S H - BR A NC HBRAEGOODSON SOLARWAY JASMINECAMELLIAUniversity of North Texas North Texas University ofAIRPORT MUNICIPAL DENTON Creek S O UT H E RN0.4 0.30.4 1.8 2.61. 4 35E 35W 1515 2449 35 35W (KCS) CHRISTAL CITY of DENTON, TEXAS DTN18561 Texas Registered Engineering Firm F-2144 Freese and Nichols, Inc. 4 COUNCIL MEMBER.................................PAUL MELTZER COUNCIL MEMBER.................................DEB ARMINTOR COUNCIL MEMBER.................................DON DUFF COUNCIL MEMBER.................................KEELY G. BRIGGS COUNCIL MEMBER.................................GERARD HUDSPETH MAYOR PRO TEM...................................JOHN RYAN MAYOR.....................................................CHRIS WATTS DATE: THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. AUTHORITY OF SPENCER B. MAXWELL, P.E. TEXAS NO: 99316 NOT FOR CONSTRUCTION LOCATION PROJECTTODD ESTES, P.E.CITY ENGINEER IMPROVEMENTS DENTON ENTERPRISE AIRPORT, LANDSIDE PAVING CONSTRUCTION PLANS FOR SCOTT GRAY, C.M., C.A.EAIRPORT MANAGER DEC. 2019 DECEMBER 2019 GENERAL 1 COVER SHEET 2 SUMMARY OF QUANTITIES 3 GENERAL NOTES 4 PROJECT LAYOUT 5 TYPICAL ROADWAY SECTIONS ROADWAY IMPROVEMENTS 6 JOHN CARRELL ROAD 7 SKYLANE 8 SPARTAN DRIVE 9-10 LOCKHEED LANE 11 WARBIRD DRIVE 12 CLEAR STAR STREET 13 SABRE LANE 14 AERONCA DRIVE 15 SCHWEIZER STREET 16-17 MASCH BRANCH ROAD CITY OF DENTON STANDARD DETAILS 18-20 PAVING DETAILS SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-gn-quantities01.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:15:42 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\1. General\cv-trt-gn-quantities01.sht2.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:15:42 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\1. General\cv-trt-gn-quantities01.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: SSLRCIVIL2 QT-01 SUMMARY OF QUANTITIESSUMMARY OF ROADWAY ITEMS LOCATION STRUCTURE PAVEMENT OF EXISTING REMOVAL SUBGRADE TREATED 12" LIME LIME HYDRATED BASE HMAC 6" TY B BASE HMAC 3" TY B SURFACE HMAC 2" TY C CURB RIBBON CONCRETE MILLING PAVEMENT PATCHING 8" HMAC TOPSOIL SEEDING ROW PREP SY SY TON SY SY SY LF SY SY SY SY STA Base Bid: JOHN CARRELL ROAD (1,266 LF)1,490 1,720 62 1,430 1,490 3,290 1,070 660 240 240 13 SKYLANE (1,796 LF)3,740 4,320 156 3,600 3,740 4,960 1,920 410 430 430 18 SPARTAN DRIVE (735 LF)1,960 2,290 83 1,880 1,960 1,960 910 210 210 8 LOCKHEED LANE (983 LF)530 990 36 510 530 2,490 280 680 110 70 70 10 PROJECT TOTALS 7,720 9,320 337 7,420 7,720 12,700 4,180 1,750 110 950 950 49 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMECV-TRT-GN-NOTES01.SHTTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:15:56 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\1. General\CV-TRT-GN-NOTES01.SHT2.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:15:56 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\1. General\CV-TRT-GN-NOTES01.SHTProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:DANNY HENDERSON CHRIS LANGFORD CONTACT _____________ BOB MOORE JASON MECHLEM TREY PRICE ANDREW BAXTER or GARY TILORY JIM FRISKE MARY JANE GREEN TEXAS DEPARTMENT OF TRANSPORTATION (TxDOT) VERIZON (FRONTIER) VERIZON (DEVELOPMENT) ONCOR (ELEC) LEVEL 3/BROADWING (TELECOM) DEVON GAS PIPELINE DENTON MUNICIPAL ELECTRIC (DME) CoSERV (GAS) AT&T DENTON ISD (DISD INTERNET SYS) CHARTER COMMUNICATIONS (CABLE) EXPLORER (FORMALLY CITGO GAS PIPELINE) ATMOS UTILITY (940) 349-7127 (940) 349-1414 (870) 215-5564 (940) 389-0158 (940) 381-9271 (214) 443-2720 (940) 369-0117 (940) 390-1912 (817) 338-6202 (817) 298-3632 (918) 493-5172 (940) 696-7602 PHONE JODY PADRONCoSERV (ELEC)(940) 321-7800x7581 LARRY GUAY GRAND COMM (TELECOM-FIBER)(940) 270-7016CHRIS LANGSTON (817) 215-6688ROBERT MARTINEZ CROSS TEX ENERGY SERV PAUL KENNEDY (940) 321-7868 ERIC SCHROEDERTEXAS MUNICIPAL POWER AGENCY (TMPA)(936) 873-1124 (940) 483-1535STEVE HALLMARK EROSION CONTROL NOTES SUBMITTED AT THE PRE-CONSTRUCTION MEETING. MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATIONS. ALL SUBMITTALS SHALL BE ENGINEER LICENSED IN TEXAS FOR THIS PROJECT. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL 17. COMPENSATION WILL BE ALLOWED. ALL WORK, EQUIPMENT, MATERIALS AND PERSONNEL SHALL REMAIN WITHIN SPECIFIED EASEMENTS. HOURS BEFORE PERFORMING ANY WORK ON THE PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT AND NO ADDITIONAL THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE CITY 48 HOURS PRIOR TO DISTRIBUTION FOR THE CITY'S APPROVAL. THE CONTRACTOR SHALL NOTIFY RESIDENTS 48 EACH PROPERTY. THE LETTER SHALL INCLUDE NAMES AND PHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME FOR DOING WHEN IT IS REQUIRED THAT A CONTRACTOR WORK IN A PRIVATE PROPERTY, THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL PROPERTY OWNERS PRIOR TO BEGINNING WORK ON 16. STRUCTURES SHALL BE THE RESPONSIBLY OF THE CONTRACTOR. CONTRACTOR MUST ENSURE THAT PROPER DRAINAGE IS MAINTAINED AT ALL TIMES DURING CONSTRUCTION. IN THE EVENT OF RAIN, CONSTRUCTION ACTIVITIES CAUSING FLOODING OF 15. PROCEED. GENERAL PROJECT CONSTRUCTION EQUIPMENT OTHER THAN LOCATIONS NOTED ON PLANS. REQUEST SHALL BE SUBMITTED TO THE CITY WITHIN FIVE (5) DAYS OF THE NOTICE TO CONTRACTOR SHALL SUBMIT WRITTEN REQUEST TO THE CITY FOR APPROVAL OF ALL AREAS TO BE USED FOR STAGING, MOBILIZATION, EQUIPMENT AND MATERIAL STORAGE AND 14. SUCH MATERIAL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREA WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM PROPERTY OWNERS. WAY. NO EQUIPMENT OR MATERIAL SHALL BE OPERATED OR STORED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE AREAS OR ALONG NATURAL DRAINAGE INCLUDING DIRT, CONCRETE, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE APPROVED BY THE CITY ENGINEER. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION 13. HOURS OF DAMAGE. INSTALLER IN THE STATE OF TEXAS AT THE CONTRACTOR'S EXPENSE (NO SEPARATE PAY). ANY DAMAGE TO SPRINKLER SYSTEMS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE WITHIN 48 RESPONSIBLE FOR ADJUSTING OR REPLACING EXISTING SYSTEMS IN CONFLICT WITH PROPOSED CONSTRUCTION. ALL WORK SHALL BE PERFORMED BY A TCEQ LICENSED IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING IRRIGATION SYSTEMS, IF NECESSARY, WITH CITY CONCURRENCE PRIOR TO START OF WORK. CONTRACTOR SHALL BE 12. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE PROPOSED CENTERLINE OF THE PIPE, WATERLINE, ETC. AND THE FACE OF CURB, UNLESS NOTED OTHERWISE.11. RESPONSIBILITY TO COMPLETE ALL WORK IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, CITY STANDARDS, AND GENERALLY ACCEPTED CONSTRUCTION PRACTICES. PERFORMANCE OF HIS WORK ON THE PROJECT. WHETHER A PROBLEM IS CALLED TO THE CONTRACTOR'S ATTENTION OR NOT, SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM HIS THE PRESENCE OR ABSENCE OF A REPRESENTATIVE OF THE CITY ON THE CONSTRUCTION SITE WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE PROPER 10. SPECIFICALLY NOTED IN PLANS. LANDSCAPING PLANTS, OR LAWNS CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY, AT THE CONTRACTOR'S EXPENSE, UNLESS EXISTING TREES, BUSHES, LANDSCAPING PLANTS, IRRIGATION SYSTEMS AND LAWNS UNLESS NOTED OTHERWISE ON THE DRAWINGS. ANY DAMAGE TO THE EXISTING TREES, BUSHES, TREES NOT SPECIFICALLY IDENTIFIED FOR REMOVAL SHALL NOT BE DAMAGED, EXCEPT ON SPECIFIC WRITTEN AUTHORIZATION OF THE CITY. THE CONTRACTOR SHALL PROTECT THE 9. CLEANOUTS, VALVE BOXES, METER BOXES, FIRE HYDRANTS, ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL STORM SEWER INLETS, MANHOLES, 8. PUBLIC TRAVEL. MATERIALS AND EQUIPMENT STORAGE ONLY ALLOWED IN AREAS MARKED ON PLANS. THE CONTRACTOR SHALL NOT UNLOAD OR STORE MATERIALS, PERMIT WORKERS TO PARK, NOR PARK EQUIPMENT WITHIN THE STREET OR STREET ROW WHERE THE STREET IS OPEN TO 7. FOREMAN MUST BE ONSITE AT ALL TIMES WHEN WORK IS BEING PERFORMED ON PROJECT. CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. CONTRACTOR'S 6. COSTS. PROVIDED TO THEM AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING AND SCHEDULING REQUIRED INSPECTIONS. THE CITY IS RESPONSIBLE FOR MATERIALS TESTING CONSTRUCTION OBSERVATION WILL BE PERFORMED BY REPRESENTATIVES OF THE CITY AND REVIEWING AUTHORITIES AND AGENCIES. UNRESTRICTED AND SAFE ACCESS SHALL BE 5. CAUSE TO THEM. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND AND OVERHEAD FACILITIES AND BE RESPONSIBLE FOR ANY DAMAGE HE MAY CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY OWNERS PRIOR TO ANY CONSTRUCTION IN THE AREA AND VERIFY THE ACTUAL LOCATION OF ALL BURIED UTILITIES THAT MAY OR AS A RESULT OF THE CONTRACTOR'S OPERATIONS. IT IS THE GROUND DURING CONSTRUCTION. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES DONE TO SUCH EXISTING FACILITIES POLES, FENCES, TREES, SHRUBS, GAS MAINS, TELEPHONE CABLES, CABLES, DRAINAGE PIPES, UTILITY SERVICES AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY PROPOSED IMPROVEMENTS AT TIMES WILL BE LAID CLOSE TO THE OTHER CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FRANCHISE UTILITIES BEFORE BEGINNING EXCAVATION. THE 4. REVIEW AND BECOME FAMILIAR WITH ALL SITE CERTIFICATES ASSOCIATED WITH THE PROJECT. CONFORMED ENGINEERING PLANS AND SPECIFICATIONS AND PERMITS ON-SITE AT ALL TIMES. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CAREFULLY CONTRACTOR SHALL HAVE IN HIS POSSESSION, PRIOR TO CONSTRUCTION, ALL NECESSARY PERMITS, LICENSES, ETC. CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED, 3. CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. SUCH VERIFICATION IS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONNECTING ALL ACTIVE SERVICES THAT ARE NOT SHOWN (NO SEPARATE PAY). CONTRACTOR SHALL MAY BE SHOWN ON THESE PLANS ARE APPROXIMATES. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES THE LOCATIONS OF ALL SANITARY SEWER, WATER, STORM SEWER, TELEPHONE, GAS, ELECTRIC, CABLE TELEVISION UTILITIES, DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC., WHICH 2. PROCEDURES OF CONSTRUCTION, AND ANY SAFETY PRECAUTIONS AND PROGRAMS RELATING IN ANY WAY TO THE CONDITIONS OF THE PREMISES. ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND HIMSELF WITH ALL STANDARDS OR SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING THE WORK IN OTHER APPLICABLE STANDARDS AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO FAMILIARIZE PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES, AND ANY 1. GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES (CONTD.) CITY OF DENTON WATER (940) 349-7181KENT CONKLE CITY OF DENTON WASTEWATER (940) 349-8489DREW HUFFMAN SEQUENCING NOTES SSLRCIVIL3 GENERAL NOTESGN-01 EROSION CONTROL MEASURES. PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF REMAIN LIABLE FOR ANY DRAINAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL 6. FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY, AT CONTRACTOR EXPENSE UNTIL PROJECT IS ACCEPTED BY OWNER. MAINTAINED. DISTURBED AREAS SHALL BE WATERED, DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY 5. MEASURES IN ACCORDANCE WITH TCEQ GENERAL PERMIT TXR150000 AND ANY APPLICABLE LOCAL REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF THE PROJECT TO SELECT, INSTALL, INSPECT AND MAINTAIN STORM WATER POLLUTION PREVENTION 4. MUNICIPAL SEPARATE STORM SEWER SYSTEM, WHICH RECEIVES RUNOFF FROM THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO POST A CONSTRUCTION SITE NOTICE PRIOR TO STARTING CONSTRUCTION ACTIVITIES AND TO PROVIDE A SIGNED COPY TO THE 3. AT THE FINISH OF CONSTRUCTION, ALL AREAS WITH EXPOSED EARTH SHALL BE REVEGETATED TO MATCH EXISTING TURF GRASS UNLESS OTHERWISE NOTED. 2. HAS 24 HOURS TO CLEAN THE STREET AT THE CONTRACTOR'S EXPENSE. ENTERING THE ROADWAY. ALL EQUIPMENT AND VEHICLES SHALL ACCESS THE SITE THROUGH A STABILIZED CONSTRUCTION ENTRANCE. IF SILT ENTERS THE ROADWAY, THE CONTRACTOR MUD & SILT FROM TIRES SHALL NOT BE TRACKED ONTO ROADWAYS. A TEMPORARY WHEEL WASH STATION OR ROCK CONSTRUCTION EXIT WILL BE REQUIRED TO MITIGATE SILT FROM 1. FOR BUSINESS ACCESS WHERE APPROPRIATE. UNIFORM TRAFFIC CONTROL DEVICES AS CURRENTLY AMENDED, TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. SIGNAGE SHALL INCLUDE DRIVEWAY SIGNS AT ALL TIMES. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE TEXAS MANUAL OF THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL AND DETOUR PLAN COMPLETED BY A PROFESSIONAL ENGINEER LICENSED IN TEXAS. ONE LANE OF TRAFFIC SHALL BE MAINTAINED 3. CONTRACTOR TO PRESENT PROPOSED SEQUENCING AT PRE-CONSTRUCTION MEETING.2. ALL MEANS AND METHODS, INCLUDING CONSTRUCTION SEQUENCING ARE THE RESPONSIBILITY OF THE CONTRACTOR.1. CONTRACTOR SHALL INSPECT & MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH 1" RAINFALL, AT A MINIMUM.9. PAY). THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATION TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR TO THE PROJECT (NO SEPARATE 8. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION (NO SEPARATE PAY).7. OMAR CAMPOS ALL EXISTING PRIVATE DRAINAGE LINES SHALL BE EXTENDED OR CUT AS NECESSARY AND CONNECTED TO PROPOSED BOX CULVERT SYSTEM UNLESS OTHERWISE DIRECTED BY THE CITY.29. WORK IS SUBSIDIARY.ALL WORK SHOWN ON PLANS IS REQUIRED FOR COMPLETE PROJECT - IF NO SEPARATE PAY ITEM LISTED28. COPY OF DVD, NOT A SEPARATE PAY ITEM. CONTRACTOR SHALL VIDEO THE EXISTING SURFACE ROUTE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION AND PROVIDE 27. STANDARD SPECIFICATIONS FOR PUBLIC WORKS, 4TH EDITION AS AMENDED BY THE CITY. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF DENTON STANDARDS, AND BE GOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) 26. LOSS WITHIN THE UNDERLYING SOILS. BETWEEN -3 TO +3 PERCENTAGE POINTS OF OPTIMUM MOISTURE. THE SELECT FILL SHALL BE PLACED WITHIN SEVEN WORKING DAYS OVER THE REWORKED SUBGRADE TO LIMIT MOISTURE SELECT FILL SHALL BE PLACED IN MAXIMUM 8-INCH LOOSE LIFTS AND UNIFORMLY COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR DENSITY, AT A MOISTURE CONTENT 25. "STANDARD PROCTOR." THE MOISTURE CONTENT MUST RANGE FROM -2 TO +5 PERCENTAGE POINTS ABOVE OPTIMUM. UNDERLIE FILL SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND RECOMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D-698, ALL VEGETATION AND TOPSOIL CONTAINING ORGANIC MATERIAL SHALL BE CLEARED AND GRUBBED AT THE BEGINNING OF EARTHWORK CONSTRUCTION. AREAS OF THE SITE THAT WILL 24. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT BUSINESSES AT ALL TIMES DURING CONSTRUCTION.31. SOILS UNDER EXISTING STRUCTURES INCLUDING BUT NOT LIMITED TO AREAS INDICATED IN PLANS. DOCUMENTS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL PROVIDE EXCAVATION SHORING AS REQUIRED TO PROTECT AND SUPPORT FOUNDATION FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION. NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT 30. , THE CITY A ALL SIGNS PLACED OR ADJUSTED BY CONTRACTOR SHALL BE RELOCATED IN THEIR ORIGINAL LOCATION AND APPROVED BY CITY.23. THAN 4 CONSECUTIVE HOURS. INTERRUPTIONS IN WATER SERVICES. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN UNINSTALLED OVERNIGHT. WATER AND SEWER LINE INTERRUPTIONS SHALL BE NO LONGER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF PRE-NOTIFIED 22. INDICATED WITHIN THESE PLANS OR THE CONTRACT DOCUMENTS. THE COSTS ASSOCIATED WITH THE PROPOSED CONNECTIONS TO EXISTING FACILITIES SHALL BE INCLUDED IN EACH RESPECTIVE BID ITEM. NO SEPARATE PAY, EXCEPT AS SPECIFICALLY 21. AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW 20. SHALL BE DISPOSED OF PROPERLY. ITEMS DISPOSED OF ON SITE SHALL CONFORM TO NOTE 13. INDICATED WITHIN THE PROJECT SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A PROPOSED UTILITY TRENCH SHALL BECOME THE PROPERTY OF CONTRACTOR AND NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED UTILITY TRENCH UNLESS OTHERWISE 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STAY WITHIN THE RIGHT-OF-WAY AND EASEMENTS PROVIDED AND PROTECT ADJACENT STRUCTURES AND IMPROVEMENTS.18. SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-gn-layout01.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:15:59 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\1. General\cv-trt-gn-layout01.sht600.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:15:59 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\1. General\cv-trt-gn-layout01.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:600'300'0 SCALE IN FEETFM 1515Westcourt Rd ZGLRCIVIL4 LAYOUT-1NPROJECT LAYOUTStaging Area IN ACCORDANCE WITH THE GENERAL NOTES OF THIS PROJECT. PLAN FOR APPROVAL BY THE CITY PRIOR TO CONSTRUCTION CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL AND DETOUR TIMES ON ALL OTHER STREETS IN THE PROJECT. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC AT ALL TO SKYLANE. CONSTRUCTION OF JOHN CARRELL RD FROM WESTCOURT RD CONTRACTOR SHALL DETOUR TRAFFIC VIA FM 1515 FOR THE TRAFFIC CONTROL NOTES: 3. 2. 1.Schweizer StClear Star StLockheed LnJohn Carrell RdSpartan DrSkylane Masch Branch RdWarbi r d Dr Sabr e LnAeronca Dr AERONCA DR., AND MASCH BRANCH RD. TO BE CONSTRUCTED BY OTHERS. SCHWEIZER ST., CLEAR STAR ST., WARBIRD DR., SABRE LN., NOTE: NOT TO SCALE NOT TO SCALE PROPOSED TYPICAL SECTION - FULL-DEPTH RECONSTRUCTION PROPOSED TYPICAL SECTION - EDGE MILL & OVERLAY NOT TO SCALE SOUTH WEST CORNER OF LOCKHEED LANE AND SKYLANE ROAD INTERSECTION SKYLANE ROAD (BEGIN TO STA 14+71.77) JOHN CARRELL ROAD (BEGIN TO STA 17+85.96) LOCKHEED LANE (BEGIN TO STA 17+88.50) SKYLANE ROAD (STA 14+71.77 TO STA 28+34.70) SPARTAN DRIVE JOHN CARRELL ROAD (STA 17+85.96 TO END) LOCKHEED LANE (STA 17+88.50 TO END) PROPOSED TYPICAL SECTION - REINFORCED CONCRETE PAVEMENT SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-gn-typ01.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:02 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\1. General\cv-trt-gn-typ01.sht100.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:02 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\1. General\cv-trt-gn-typ01.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRCIVIL5 TYPICAL SECTIONSTYP-01PROPOSED2%2% 2%2% 2%2% 2" HMAC TY C OVERLAY EXISTING PAVEMENT SURFACE COURSE 2" TY C HMAC MATCH EXISTING GRADE (TYP.) 12" LIME TREATED SUBGRADEBASE COURSE 6" TY B HMAC BASE COURSE 3" TY B HMAC 1 ' SEE LAYOUT SHEETS FOR TYPICAL WIDTH 4' SEE LAYOUT SHEETS FOR TYPICAL WIDTH RESTRAINT CONCRETE EDGE MATCH EXISTING GRADE (TYP.) SEE LAYOUT SHEETS FOR TYPICAL WIDTH CONCRETE PAVEMENT 7" REINFORCED BOTH WAYS STEEL #3 ON 18" CENTERS 4' 12" LIME TREATED SUBGRADE TYP. 4" EDGE MILL (PATCH AS SHOWN ON LAYOUT SHEET) 8" TY B REPAIR COMPUTED BY OTHERS. THIS WORK TO BE 20+0021+0022+0023+0017+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 18+00 19+00 19+00 20+00 21+00 22+00 23+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_JCarrell.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:03 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_JCarrell.sht80.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:03 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_JCarrell.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRBEGIN TO ENDCIVIL6 80'40'0 20' SCALE IN FEET NMATCHLINE STA 19+00MATCHLINE STA 19+00JOHNCARR-1 N MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE JOHN CARRELL ROADJOHN CARRELL RD SKYLANEJOHN CARRELL RD ï»¿â„„ JOHN CARREï»¿â„„ JOHN CARRE JOHN CARRELL RD BEGIN FULL RECONSTRUCTION STA 17+85.96 25.00'R20.00'R25.00'R25.00' RMATCH EXISTING JOHN CARRELL RD BEGIN CONSTRUCTION STA 10+48.70 MATCH EXISTING (TYP) 24.00'22.00'ï»¿â„„ JOHN CARRE MATCH EXISTING JOHN CARRELL RD END CONSTRUCTION STA. 23+14.5522.00' 20+0019+0015+0010+00 11+00 12+00 13+00 14+00 16+00 17+00 18+00 19+0015+0014+0019+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+0028+00 29+00 30+0017+0018+0019+0020+0018+00SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Sky1.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:05 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Sky1.sht80.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:05 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Sky1.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRCIVIL7MATCHLINE STA 19+00MATCHLINE STA 19+00N80'40'0 20' SCALE IN FEET SKYLANE-1N BEGIN TO ENDMILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE SKYLANESKYLANELOCKHEED LNCLEAR STAR STSKYLANE SKYLANE SKYLANE SPARTAN DRSKYLANE JOHN CARRELL RDï»¿â„„ SK ï»¿â„„ CLEAR ST ï»¿â„„ LOCKHE SKYLANE BEGIN FULL RECONSTRUCTION STA. 14+72.77 PAVEMENT (TYP) MATCH EXISTING MATCH EXISTING SKYLANE BEGIN CONSTRUCTION STA. 10+39.00 24.00'20.00' R 15.00' R 20.00' R 24.00'BY OTHERS ï»¿â„„ SK ï»¿â„„ SK ï»¿â„„ SPART ï»¿â„„ JOHN CARRE 25.00' R 2 5.00'R24.00'25.00'R2 0. 0 0'R25.00'R2 5.0 0'RPAVEMENT (TYP) MATCH EXISTING MATCH EXISTING SKYLANE END CONSTRUCTION STA. 28+34.7024.00'24.00'24.00'30.00'R25.00' R 4850 10+00 11+00 12+00 13+00 14+00 15+00 26+0027+00 28+0015+00 16+00 17+00 18+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Spartan.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:09 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Spartan.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:09 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Spartan.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRBEGIN TO ENDCIVIL8 MATCHLINE STA 15+00MATCHLINE STA 15+0040'20'0 10' SCALE IN FEET N N SPARTAN-1 MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE SPARTAN DRIVESPARTAN DR SPARTAN DR SKYLANESKYLANEï»¿â„„ SPART 24.00'PAVEMENT (TYP) MATCH EXISTING MATCH EXISTING SPARTAN DR BEGIN CONSTRUCTION STA. 10+72.35 ï»¿â„„ SPART ï»¿â„„ SK ï»¿â„„ SK24.00'SPARTAN DR END CONSTRUCTION STA. 18+07.02 PAVEMENT (TYP) MATCH EXISTING 10+00 11+00 12+00 13+0014+0014+00 15+00 16+00 17+00 18+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Lockheed1.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:11 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Lockheed1.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:11 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Lockheed1.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRCIVIL9 MATCHLINE STA 14+00 MATCHLINE STA 14+0040'20'0 10' SCALE IN FEET N LKHEED-1NMATCHLINE STA 18+00BEGIN TO STA 18+00MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE LOCKHEED LANELOCKHEED LN LOCKHEED LN LOCKHEED LN BEGIN CONSTRUCTION STA. 10+25.00 ï»¿â„„ LOCKHE 24.00'PAVEMENT (TYP) MATCH EXISTING PAVEMENT (TYP) MATCH EXISTING 15.00'Rï»¿â„„ LOCKHE LOCKHEED LN BEGIN FULL RECONSTRUCTION STA. 17+92.52 PAVEMENT (TYP) MATCH EXISTING 22.00' 14+0015+0020+0018+00 19+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Lockheed2.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:13 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Lockheed2.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:13 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Lockheed2.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRCIVIL10 MATCHLINE STA 18+0040'20'0 10' SCALE IN FEET N LKHEED-2 STA 18+00 TO ENDMILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES LOCKHEED LANEPAVEMENT (BY OTHERS) REINFORCED CONCRETE LOCKHEED LN SKYLANEï»¿â„„ LOCKHE LOCKHEED LN END CONSTRUCTION STA. 20+07.18 PAVEMENT (TYP) MATCH EXISTING 25.00'40.00'22.00'BY OTHERS 10+00 11+00 12+00 13+00 14+00 21+0022+0015+00 16+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Warbird.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:14 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Warbird.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:14 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Warbird.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRBEGIN TO ENDCIVIL11 MATCHLINE STA 14+50MATCHLINE STA 14+50N 40'20'0 10' SCALE IN FEET N WARBIRD-1 MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE WARBIRD DRIVECONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE WARBIRD DR WARBIRD DR MASCH BRANCH RDï»¿â„„ WARBI WARBIRD DR BEGIN CONSTRUCTION STA. 11+79.49 18.00'PAVEMENT (TYP) MATCH EXISTING ï»¿â„„ WARBI 18.00'WARBIRD DR END CONSTRUCTION STA. 16+72.51 30.00'R 30.00' R PAVEMENT (TYP) MATCH EXISTING WARBIRD DR BEGIN FULL RECONSTRUCTION STA. 15+00.00 10+00 11+00 12+00 13+00 14+00 15+00 10+0011+00SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_ClearStar.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:16 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_ClearStar.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:16 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_ClearStar.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRBEGIN TO ENDCIVIL12 N 40'20'0 10' SCALE IN FEET CLRSTR-1 MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE CLEAR STAR STREETCONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE CLEAR STAR ST SKYLANEï»¿â„„ CLEAR ST CLEAR STAR ST BEGIN CONSTRUCTION STA. 10+73.52 CLEAR STAR ST END CONSTRUCTION STA. 14+92.77 MATCH EXISTING PAVEMENT (TYP)22.00' 10+00 11+00 12+00 13+00 14+00 10+0011+0014+00 15+00 26+0027+00SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Sabre.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:17 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Sabre.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:17 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Sabre.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRBEGIN TO ENDCIVIL13 MATCHLINE STA 14+00MATCHLINE STA 14+00N 40'20'0 10' SCALE IN FEET SABRE-1 N MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES SABRE LANECONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE SABRE LN MASCH BRANCH RDSABRE LN ï»¿â„„ SABSABRE LN BEGIN CONSTRUCTION STA. 10+29.85 PAVEMENT (TYP) MATCH EXISTING 20.00'ï»¿â„„ SAB SABRE LN END CONSTRUCTION STA. 15+69.73AERONCA DRBEGIN CONSTRUCTION STA. 10+15.2018.00' PAVEMENT (TYP) MATCH EXISTING 20.00'26.00'20.00' R20.00'R30.00'R10.00'R 10+00 11+00 12+00 13+00 14+0014+0015+0015+00 16+00 17+00 18+00 19+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Aeronca.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:19 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Aeronca.sht40.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:19 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Aeronca.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model:ZGLRBEGIN TO ENDCIVIL14 MATCHLINE STA 14+50N40'20'0 10' SCALE IN FEETMATCHLINE STA 14+50AERONCA-1NMILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES AERONCA DRIVECONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE AERONCA DRSABRE LNAERONCA DR ï»¿â„„ AERONï»¿â„„ SABAERONCA DR BEGIN CONSTRUCTION STA. 10+15.20 18.00'PAVEMENT (TYP)MATCH EXISTING PAVEMENT (TYP) MATCH EXISTING 20.00' 26.00' 2 0.0 0' R 20.00'R 30.00'R 10.00' R ï»¿â„„ AERON AERONCA DR END CONSTRUCTION STA. 18+10.4714.00'PAVEMENT (TYP) MATCH EXISTING 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 23+0019+00 20+00 21+00 22+00 24+00 25+00 26+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Schweizer.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:21 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Schweizer.sht80.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:21 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Schweizer.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRBEGIN TO ENDCIVIL15MATCHLINE STA 18+50MATCHLINE STA 18+5080'40'0 20' SCALE IN FEET N SCHWZER-1 N MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE CONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE SCHWEIZER STREETSCHWEIZER ST SCHWEIZER ST ï»¿â„„ SCHWEIZSCHWEIZER ST BEGIN CONSTRUCTION STA 10+50.00 24.00'ï»¿â„„ SCHWEIZ 24.00'MATCH EXISTING SCHWEIZER ST END CONSTRUCTION STA 23+25.00 PAVEMENT (TYP) MATCH EXISTING 12+0010+00 11+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0015+0016+0015+0014+0010+00 11+00 12+00 13+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Masch1.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:23 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Masch1.sht80.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:23 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Masch1.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRCIVIL16 BEGIN TO STA 30+00MATCHLINE STA 20+00MATCHLINE STA 30+00MATCHLI NE STA 20+0080'40'0 20' SCALE IN FEETNN MSHBRNCH-1 MILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE CONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE MASCH BRANCH ROADMASCH BRANCH RD WARBIRD DRSABRE LNAERONCA DR MASCH BRANCH RD ï»¿â„„ MASCH BRAN 24.00'MATCH EXISTING MASCH BRANCH RD BEGIN CONSTRUCTION STA. 11+00.00 ï»¿â„„ MASCH BRAN ï»¿â„„ AERON ï»¿â„„ SAB 24.00'MASCH BRANCH RD BEGIN EDGE MILL AND OVERLAY END FULL RECONSTRUCTION STA. 27+07.81 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 14+00 15+00 16+00 17+00 18+00 19+00 40+00 41+00 42+00 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMEcv-trt-pl-road_Masch2.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:25 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Masch2.sht80.000 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:25 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\3. Roadway\cv-trt-pl-road_Masch2.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: ZGLRCIVIL17 STA 30+00 TO ENDMATCHLINE STA 30+00MATCHLINE STA 40+00MATCHLINE STA 40+00N80'40'0 20' SCALE IN FEET MSHBRNCH-2NMILL AND OVERLAY EDGE RECONSTRUCTION FULL DEPTH LEGEND THE PAVING PAY ITEMS. GRADE. THIS WORK IS SUBSIDIARY TO WATER VALVE STACKS TO PROPOSED 2. ADJUST ALL MANHOLES AND CONSTRUCTION. APPROVAL PRIOR TO BEGINNING SHALL MARK LIMITS OF PROJECT FOR REFERENCE ONLY. CONTRACTOR STATIONING IS SHOWN FOR PROVIDED FOR WORK ON THIS SHEET. 1. SURVEY CONTROL DATA IS NOT NOTES PAVEMENT REINFORCED CONCRETE MASCH BRANCH ROADCONSTRUCTED BY OTHERS WORK ON THIS SHEET TO BE MASCH BRANCH RD AERONCA DR MASCH BRANCH RD ï»¿â„„ MASCH BRAN 24.00'ï»¿â„„ AERON ï»¿â„„ MASCH BRAN 24.00'MATCH EXISTING MASCH BRANCH RD END CONSTRUCTION STA. 42+37.65 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMECoD-StandardDetails.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:27 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.sht0.200 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:27 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: SSLRCIVIL18 CITY OF DENTONSTANDARD DETAILSSTD-1 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMECoD-StandardDetails.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:31 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.sht0.200 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:31 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: SSLRCIVIL19 CITY OF DENTONSTANDARD DETAILSSTD-2 SEQ. SHEETNO.ISSUESVERIFY SCALE01BYDATEF&N JOB NO.DTN18561DATEDESIGNEDDRAWNREVISEDCHECKEDFILE NAMECoD-StandardDetails.shtTEXAS REGISTERED ENGINEERING FIRM F-2144FREESE AND NICHOLS, INC.NOT FOR CONSTRUCTIONDATE:THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW UNDER THEAUTHORITY OFTEXAS NO:IT IS NOT TO BE USED FOR CONSTRUCTION,BIDDING OR PERMIT PURPOSES.this sheet, adjust scale.drawing. If not one inch onBar is one inch on originalCITY OF DENTON, TEXASDENTON ENTERPRISE AIRPORT99316SPENCER B MAXWELLDEC. 2019DEC. 2019Date:Plotter:$ACCOUNT$Dec. 13, 2019 - 11:16:35 AMJ:\Plotdrv_V8.11\PDF_File\PDF-Mono.pltcfg02637N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.sht0.200 ' / in.Plot Scale:MicroStation V8 User:Date: Dec. 13, 2019 - 11:16:35 AM User:02637 File:DTN18561On SiteOffice:On SiteOffice:N:\IF\Drawings\13.CoD Details\CoD-StandardDetails.shtProject:Freese and Nichols, Inc. - True Type Fonts$MODEL$Model: SSLRCIVIL20 CITY OF DENTONSTANDARD DETAILSSTD-3