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7061 COD HCDF and WPPFPS Drawings35E 35E 380 SH 377377 377 77 77 288 288 Texas Womens University Golf CourseTexas Womans University University Of North Texas PE R C AN C E KE FM 1830N DECEMBER 2018 LOCATION MAP NOT TO SCALE City of CITY COUNCIL CHRIS WATTS - MAYOR COUNCIL MEMBERS GERARD HUDSPETH - DISTRICT 1 KEELY BRIGGS - DISTRICT 2 DON DUFF - DISTRICT 3 JOHN RYAN - DISTRICT 4 DALTON GREGORY SARA BAGHERI PUBLIC UTILITIES BOARD RANDY ROBINSON, CHAIRMAN LILIA CHAVEZ BYNUM BRENDAN CARROLL ALLEN BISHOP SUSAN PARKER BARBARA RUSSELL CHARLES JACKSON ASSISTANT CITY MANAGER OF UTILITIES MARIO CANIZARES GENERAL MANAGER OF WASTEWATER UTILITIES P.S. ARORA,PE CITY OF DENTON, TEXAS HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WATER RECLAMATION PLANT WEST PEAK FLOW PUMP STATION PECAN CREEK WATER RECLAMATION PLANT 1100 S. MAYHILL RD, DENTON, TX 76208 HICKORY CREEK DETENTION FACILITY 4270 COUNTRY CLUB RD, DENTON, TX 76208 BID SETHAZEN AND SAWYER 8150 N CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TEXAS 75206 TBPE FIRM REGISTRATION NO.F-13618 LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM V. PANEZ V. PANEZ G-02 GENERAL SHEET INDEXC. DASSANAYAKE GENERAL SHEET NUMBER SHEET TITLE G-01 COVER SHEET G-02 SHEET INDEX G-03 ABBREVIATIONS AND LEGENDS G-04 GENERAL NOTES G-I-10 HYDRAULIC PROFILEG-HC-12 HYDRAULIC PROFILE HICKORY CREEK SHEET NUMBER SHEET TITLE CIVIL C-HC-01 OVERALL SITE PLAN C-HC-02 TREE REMOVAL AND PROTECTION PLAN C-HC-03 GRADING AND EROSION CONTROL PLAN C-HC-07 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE I C-HC-08 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE II C-HC-09 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE I C-HC-10 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE II C-HC-11 6-in AND 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE I C-HC-12 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE II STRUCTURAL G-C-05 STRUCTURAL NOTES SHEET 1 OF 2 G-S-07 ELECTRICAL LEGEND AND SYMBOLS G-E-09 INSTRUMENTATION SYMBOLS AND LEGEND G-S-06 STRUCTURAL NOTES SHEET 2 OF 2 G-E-08 ELECTRICAL ABBREVIATIONS AND NOTES MECHANICAL M-PC-01 PUMP STATION - LOWER AND UPPER LEVEL PLANS M-PC-02 PUMP STATION - SECTIONS AND DETAILS M-D-08 MECHANICAL STANDARD DETAILS I M-D-09 MECHANICAL STANDARD DETAILS II M-D-10 MECHANICAL STANDARD DETAILS III STRUCTURAL S-PC-01 PUMP STATION - PLANS S-PC-02 PUMP STATION - SECTIONS, DETAILS AND BEAM SCHEDULE S-PC-04 ELECTRICAL CANOPY - PLAN AND SECTION C-D-01 CIVIL STANDARD DETAILS I C-D-02 CIVIL STANDARD DETAILS II C-D-03 CIVIL STANDARD DETAILS III STANDARD DETAILS SHEET NUMBER SHEET TITLE S-HC-01 DIVERSION STRUCTURE - PLANS AND SECTION S-HC-02 STORAGE TANK - PILE PLAN AND DETAIL S-HC-03 STORAGE TANK - PLANS S-HC-04 STORAGE TANK - SECTION S-HC-05 ODOR CONTROL TREATMENT SYSTEM - PLAN, SECTION, AND DETAILS S-HC-06 PUMP STATION - PLANS S-HC-07 PUMP STATION - SECTIONS, DETAILS AND BEAM SCHEDULE S-HC-08 VALVE VAULT AND ELECTRICAL CANOPY - PLANS AND SECTIONS MECHANICAL M-HC-01 STORAGE TANK - PLANS M-HC-02 STORAGE TANK - SECTIONS I M-HC-03 STORAGE TANK - SECTIONS II M-HC-04 ODOR CONTROL AND BOOSTER PUMP STATION - PLAN AND SECTION I M-HC-05 ODOR CONTROL AND BOOSTER PUMP STATION - SECTION II M-HC-06 PUMP STATION - PLANS M-HC-07 PUMP STATION - SECTIONS M-HC-08 VALVE VAULT - PLAN AND SECTION ELECTRICAL E-HC-01 OVERALL SITE PLAN E-HC-03 STORAGE TANK AND VALVE VAULT - AREA CLASSIFICATION E-HC-04 STORAGE TANK AND VALVE VAULT - PLANS E-HC-05 ODOR CONTROL & BOOSTER PUMP STATION - PLANS E-HC-06 PUMP STATION - AREA CLASSIFICATION E-HC-07 PUMP STATION - PLANS E-HC-08 ELECTRICAL EQUIPMENT - PLANS E-HC-09 SWBD-HCDF SINGLE LINE DIAGRAM AND ELEVATION E-HC-10 PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS E-HC-11 ELEMENTARY CONTROL SCHEMATICS I INSTRUMENTATION I-HC-01 PUMP STATION AND INTERCEPTOR I-HC-02 STORAGE TANK, ODOR CONTROL AND WASHDOWN SYSTEM PECAN CREEK SHEET NUMBER SHEET TITLE CIVIL C-PC-01 STAKING AND PAVING PLAN C-PC-02 GRADING AND EROSION CONTROL PLAN C-PC-03 GRAVITY DIVERSION PIPELINE PLAN AND PROFILE C-PC-04 FORCE MAIN PIPELINE PLAN AND PROFILE ELECTRICAL E-PC-01 OVERALL SITE PLAN E-PC-02 PUMP STATION - AREA CLASSIFICATION E-PC-03 PUMP STATION - PLANS E-PC-04 ELECTRICAL EQUIPMENT - PLANS E-PC-05 SWBD-WPF SINGLE LINE DIAGRAM AND ELEVATION E-PC-06 PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS INSTRUMENTATION I-PC-01 PUMP STATION AND INTERCEPTOR CIVIL LEGEND, NOTES AND HCDF LOCATION MAP G-PC-13 E-HC-02 PARTIAL SITE PLAN AND DUCTBANK SCEDULE E-HC-12 E-HC-13 CONDUIT AND WIRE SCHEDULES ELEMENTARY CONTROL SCHEMATICS II E-PC-07 ELEMENTARY CONTROL SCHEMATICS I E-PC-08 ELEMENTARY CONTROL SCHEMATICS II E-PC-09 CONDUIT AND WIRE SCHEDULES SHEET INDEX E-D-12 ELECTRICAL STANDARD DETAILS II E-D-13 ELECTRICAL STANDARD DETAILS III E-D-14 ELECTRICAL STANDARD DETAILS IV E-D-11 ELECTRICAL STANDARD DETAILS I S-PC-03 DIVERSION STRUCTURE - PLANS AND SECTION I-D-15 INSTRUMENTATION STANDARD DETAILS I I-D-16 INSTRUMENTATION STANDARD DETAILS II S-D-05 STRUCTURAL STANDARD DETAILS I S-D-06 STRUCTURAL STANDARD DETAILS II S-D-07 STRUCTURAL STANDARD DETAILS III C-D-04 CIVIL STANDARD DETAILS IV C-D-04A CIVIL STANDARD DETAILS V G-I-11 INSTRUMENTATION CONTROL SYSTEM ARCHITECTURE C-HC-05 ACCESS ROAD A PLAN AND PROFILE C-HC-06 ACCESS ROAD B PLAN AND PROFILE C-HC-04 STAKING AND YARD PIPING PLAN C-HC-04A YARD PIPING PLAN AND STAKING LIC NESE D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ G-03 GENERAL ABBREVIATIONS AND LEGENDS C. DASSANAYAKE PROPOSED ITEMS EXISTING ITEMS HIDDEN ITEMS LINETYPES CENTER LINE DEMOLITION ITEMS SYMBOLS QUICK CONNECT COUPLING FLUSHING CONNECTION HOSE BIBB BUTTERFLY VALVE CHECK VALVE BALL CHECK VALVE BALL VALVE GLOBE VALVE PINCH VALVE GL PLUG VALVE GATE VALVE PRESSURE REDUCING VALVE UNION PRESSURE RELIEF VALVE MOTOR OPERATED VALVE CONTROL VALVE SOLENOID VALVE STRAINER PRESSURE RELIEF/VACUUM BREAKER VALVE REDUCER DRAWING WHERE SECTION IS SHOWN DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: REFERENCED ITEM REFERENCED ITEM SECTION AND DETAIL KEYING AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS: STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF. DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS (B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS: DRAWING FROM WHERE SECTION WAS TAKEN SEE 1509203 OR: SECTION LETTER SECTION LETTER ELEVATION # SHEET # ELEVATION CALL OUT DIRECTION OF VIEW MATERIALS LEGEND S MATCH LINE HARNESSED SLEEVE TYPE SLEEVE TYPE COUPLING EXPANSION JOINT HARNESSED FLANGED COUPLING ADAPTER WELDED JOINT FLANGED JOINT MECHANICAL, PUSH-ON OR MECHANICAL COUPLING WALL PENETRATION RESTRAINED JOINT FLEXIBLE HOSE SINGLE LINE DRAWINGS DOUBLE LINE DRAWINGS DISMANTLING JOINT PROPOSED ITEMS EXISTING ITEMS HIDDEN ITEMS CENTER LINE DEMOLITION ITEMS CHECKERED PLATE WOOD BLOCKING GLASS CONCRETE GRAVEL ASPHALT PAVING GRADE OR EARTH WATER SURFACE GRATING CAST IRON STEEL CONCRETE FILL OR GROUT MATCH LINE ABBREVIATIONS GENERAL AD AREA DRAIN ADH ADHESIVE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AL, ALUM ALUMINUM ALLOW ALLOWANCE/ALLOWABLE ALT ALTERNATE APPROX APPROXIMATE ASPH ASPHALT ATS AUTOMATIC TRANSFER SWITCH B BORING BD BOARD BFE BOTTOM OF FITTING ELEV BITUM BITUMINOUS B BASELINE BLK BLOCK BM BENCH MARK BOC BACK OF CURB BOT BOTTOM BRG BEARING BRZ BRONZE BT BOLT CB CATCH BASIN C/C CENTER TO CENTER CD CONTROL DAMPER CE CONSTRUCTION EASEMENT CEM CEMENT CF CUBIC FEET CFM CUBIC FEET PER MINUTE CL CENTERLINE CLKG CAULKING CLR CLEAR CO CLEANOUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS, CONTINUATION CONTR CONTRACTOR CORP CORPORATION CP CONCRETE PLANK OR CONTROL PANEL, OR CONTROL POINT CPT CONTROL POWER TRANSFORMER CR CONTROL RELAY CRS COURSE CSP CHEMICAL SERVICE PUMP CTJ CONTROL JOINT CU COPPER OR CONDENSING UNIT CY CUBIC YARD DET DETAIL DIA OR Ø DIAMETER DIAG DIAGONAL DIM DIMENSION DISC DISCONNECT DISCH DISCHARGE DIST DISTRIBUTION DN DOWN DP DISTRIBUTION PANEL DS DISCONNECT SWITCH D/S DOWNSTREAM DWG(S) DRAWING(S) DWL DOWEL EA EACH ECC ECCENTRIC ECH ELECTRIC CABINET HEATER EDP EMERGENCY DISTRIBUTION PANEL EE EACH END EHH ELECTRICAL HANDHOLE EL ELEVATION ELEC ELECTRICAL ELP EMERGENCY LIGHTING PANEL EMH ELECTRICAL MANHOLE ENGR ENGINEER ENT ENTRANCE EOG EDGE OF GRAVEL EOP EDGE OF PAVEMENT EPP EMERGENCY POWER PANEL EPX EPOXY EQ EQUAL EQPT EQUIPMENT ET EXPANSION TANK EUH ELECTRIC UNIT HEATER EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXIST/EX EXISTING EXC EXCAVATE EXH EXHAUST EXP EXPANSION EXT EXTERIOR FAB FABRICATE F&C FRAME AND COVER F&G FRAME AND GRATE FH FIRE HYDRANT FIG FIGURE FIN FINISH FL FLOOR FLXC FLEXIBLE CONNECTION FOC FIBER OPTICS CABLE FPRF FIREPROOF FS FLOW SWITCH FT FEET FTG FOOTING FURR FURRING OR FURRED G GATE GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GPM GALLONS PER MINUTE GR GRADE GRTG GRATING GW GUY WIRE HDW HARDWARE HEX HEXAGONAL HHRG HYBRID HIGH RESISTANCE GROUNDING HORIZ HORIZONTAL HP HORSEPOWER OR HEAT PUMP HPT HIGH POINT HVAC HEATING, VENTILATION AND AIR CONDITIONING HW HEADWALL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRAULIC I IRON ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDED INF INFLUENT INSUL INSULATION INT INTERIOR INV INVERT IPP INSTRUMENT POWER PANEL JB JUNCTION BOX JCT JUNCTION JT JOINT L LENGTH/ANGLE LA LINE AHEAD LAT LATERAL LB POUND OR LINE BACK LF LINEAR FEET LG LONG LI LEVEL INDICATOR LIP LIGHTING INDICATING PANEL LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LIGHTING PANEL LPT LOW POINT LRG LOW RESISTANCE GROUNDING LS LEVEL SWITCH LTG LIGHTING LVR LOUVER LWL LOW WATER LEVEL MAINT MAINTENANCE MANUF MANUFACTURER MATL MATERIAL MAX MAXIMUM MCC MOTOR CONTROL CENTER MCLU MOTOR CONTROL LINE-UP MECH MECHANICAL MET METAL MFR MANUFACTURER MG MILLION GALLONS MGD MILLION GALLONS PER DAY MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MOD MODIFY OR MODIFIED MON MONUMENT MOPO MAINTENANCE OF PLANT OPERATIONS MTD MOUNTED MTG MOUNTING MULT MULTIPLE N NORTH NA NOT APPLICABLE NAD '83 NORTH AMERICAN DATUM OF 1983 NAVD '88 NORTH AMERICAN VERTICAL DATUM OF 1988 NC NORMALLY CLOSED NF NEAR FACE NGVD '29 NATIONAL GEODETIC VERTICAL DATUM OF 1929 NIC NOT IN CONTRACT No. NUMBER NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OR OVERHEAD DOOR OF OUTSIDE FACE OHE OVERHEAD ELECTRIC OPER OPERATOR OPNG OPENING OPP OPPOSITE ORIG ORIGINAL PAR PARALLEL PC POINT OF CURVE OR PIECE OR PERSONAL COMPUTER PCC POINT OF COMPOUND CURVE PCF POUNDS PER CUBIC FOOT PERF PERFORATED PERP PERPENDICULAR PI POINT OF INTERSECTION PL PROPERTY LINE OR PLATE PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PP POWER PANEL OR POWER POLE PREFAB PREFABRICATED PROP PROPOSED PRVN POWER ROOF VENTILATOR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSU POWER SUPPLY UNIT PVMT PAVEMENT QTY QUANTITY RAD RADIUS RECT RECTANGULAR RECM ROLLED EROSION CONTROL MATTING REF REFERENCE REG REGISTER REINF REINFORCING REM REMOVE REQD REQUIRED REST RESTRAINED REV REVISE RIO REMOTE INPUT/OUTPUT RJ RESTRAINED JOINT RM ROOM RND ROUND RO ROUGH OPENING RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT RTU REMOTE TERMINAL UNIT R/W OR ROW RIGHT OF WAY S SOUTH OR SLOPE SB SOIL BORING SBL SURVEY BASELINE SCH SCHEDULE SCG SLUICE GATE SCR SELECTIVE CATALYTIC REDUCTION SDG SLIDE GATE SECT SECTION SERV SERVICE SF SQUARE FEET SG SWITCH GEAR SHT SHEET SI SQUARE INCH SIM SIMILAR SP SUMP PUMP SPEC SPECIFICATION SQ SQUARE SSP SUBMERSIBLE SUMP PUMP SST STAINLESS STEEL STA STATION OR STACK STD STANDARD STG STORAGE OR STOP GATE (LOG) STIR STIRRUP STL STEEL STRU STRUCTURAL SUB SUBSTITUTE SUCT SUCTION SUPT SUPERINTENDENT SUR SURFACE SUSP SUSPENDED SWD SIDE WATER DEPTH SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TAN TANGENT TBA TO BE ABANDONED TBM TEMPORARY BENCH MARK TC TOP OF CURB TCP TEMPERATURE CONTROL PANEL TDH TOTAL DYNAMIC HEAD TECH TECHNICAL TEL TELEPHONE TEMP TEMPERATURE THK THICK THRU THROUGH TOC TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOM TOP OF MASONRY/MANHOLE TOS TOP OF SLAB/ TOP OF STEEL TOW TOP OF WALL TOL TOLERANCE TPE TREE PROTECTION FENCING TYP TYPICAL UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY U/S UPSTREAM UTIL UTILITY VEL VELOCITY VENT VENTILATING OR VENTILATION VERT VERTICAL VOL VOLUME W WEST OR WIDTH W/ WITH WG WIRE GLASS WH WALL HYDRANT OR WALL HEATER WL WATER LEVEL WM WATER METER W/O WITHOUT WP WATERPROOF WPFG WATER PROOFING WSE WATER SURFACE ELEVATION WSP WEATHER STRIP WT WEIGHT WV WATER VALVE WWF WELDED WIRE FABRIC WRP WASTEWATER RECLAMATION PLANT XFMR TRANSFORMER XMH EXISTING MANHOLE YH YARD HYDRANT YI YARD INLET YD YARD YR YEAR VALVES, FITTINGS, ETC. ARV AIR RELIEF VALVE BFP BACKFLOW PREVENTER BF BLIND FLANGE BFV BUTTERFLY VALVE BV BALL VALVE CAV COMBINATION AIR VALVE CK CHECK VALVE CPLG COUPLING EP ECCENTRIC PLUG VALVE EXP JT EXPANSION JOINT FLEX FLEXIBLE FLG FLANGE FE FLOW METER FTG FITTING FV FLAP VALVE GV GATE VALVE HB HOSE BIBB KG KNIFE GATE VALVE MFM MAGNETIC FLOWMETER MJ MECHANICAL JOINT MOV MOTOR OPERATED VALVE NPT NATIONAL PIPE THREAD PE PLAIN END PV PLUG VALVE PRV PRESSURE RELIEF VALVE RED REDUCER RPZ REDUCED PRESSURE ZONE ASSEMBLY SAV SURGE ANTICIPATOR VALVE SOV SOLENOID OPERATED VALVE TCV TEMPERATURE CONTROL VALVE THD THREADED YH YARD HYDRANT PIPING MATERIALS CU COPPER PIPE DIP DUCTILE IRON PIPE FRP FIBERGLASS REINFORCED PIPE GSP GALVANIZED STEEL PIPE HDPE HIGH DENSITY POLYETHYLENE PE LINING POLYETHYLENE LINING RCP REINFORCED CONCRETE PIPE SSP STAINLESS STEEL PIPE IPS IRON PIPE SIZE PVC POLYVINYLCHLORIDE PCCP PRESTRESSED CONCRETE CYLINDER PIPE PROCESS PIPING DRN DRAIN FA FOUL AIR FM FORCE MAIN G GAS LINE NG NATURAL GAS NPW NON-POTABLE WATER PD PROCESS DRAIN PW POTABLE WATER RS RAW SEWAGE SMP SAMPLE STS STORM DRAIN SS SANITARY SEWER WTR WATER MAIN 1509203 # A### A A6 A A3 PIPE NAMING CONVENTION XX-XX-XXX DIAMETER (INCHES)MATERIAL PROCESS LIC NESE D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. WITT G-04 GENERAL GENERAL NOTESC. DASSANAYAKE EMERGENCY PHONE NUMBERS PROJECT DATA: 1 PROJECT NAME: 2 PROJECT LOCATION/ADDRESS: 3 PRESENT AND PROPOSED USE: 4 OWNER/DEVELOPER: 5 ENGINEER: 6 SURVEYOR: HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATION HCDF: 4270 COUNTRY CLUB ROAD, DENTON, TEXAS 76208 PCWRP WPFPS: 100 SOUTH MAYHILL ROAD, DENTON, TEXAS 76205 WASTEWATER COLLECTION SYSTEM CITY OF DENTON 901-A TEXAS STREET, DENTON, TEXAS 76209 940-349-7189 - P.S. ARORA, PE HAZEN AND SAWYER 8350 N. CENTRAL EXPRESSWAY, SUITE 775 DALLAS, TEXAS 75206 214-382-5750 PACHECO KOCH 7557 RAMBLER ROAD, SUITE 1400 DALLAS, TEXAS 75231 972-235-3031 GENERAL NOTES 1.THIS PROJECT IS LOCATED ON PARCEL ID 38745 AND 38739 WITH LEGAL DESCRIPTION ABSTRACT NUMBER 196 DENTON COUNTY, TEXAS. 2.FOR BOTH SITES, DISTURBANCES WITHIN THE ENVIRONMENTALLY SENSITIVE AREAS ARE DEFINED BY THE DENTON DEVELOPMENT CODE INCLUDING IN THE 100-FT NATURAL UNDISTURBED STREAM BUFFER (DENTON DEVELOPMENT CODE SECTION (DDC) 35.17.8.A.7) AND UNDEVELOPED FLOODPLAIN (DDC SECTION 35.17.7.A.3) SHALL BE MINIMIZED TO WHAT IS REQUIRED FOR THE WORK, WHICH IS PERMITTED TO AVOID REGULATED SANITARY SEWER OVERFLOWS. ANY DISTURBANCES WITHIN THE ENVIRONMENTALLY SENSITIVE AREAS SHALL BE RE-CONTOURED TO EXISTING CONDITIONS AND RE-VEGETATED WITH NATIVE PLANTS. 3.SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY PACHECO KOCH, DATED OCTOBER 2015. 4.HORIZONTAL CONTROL IS REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL TEXAS ZONE, BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83). VERTICAL DATUM USED FOR THIS PROJECT IS NAVD '88. 5.FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP FIRM PANEL 0090C, INCLUDING REVISIONS MAP NUMBER 48121C0370G DATED APRIL 18, 2011 100 YEAR FLOOD ELEVATION = VARIES 6.CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK. 7.CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES THAT ARE NOT INDICATED TO BE DEMOLISHED OR REMOVED IN ACCORDANCE WITH CONTRACT DOCUMENTS. ANY DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT INDICATED TO BE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER TO PRE-CONSTRUCTION CONDITION OR BETTER IN ACCORDANCE WITH CONTRACT DOCUMENTS. 8.CONTRACTOR SHALL CONTACT UTILITIES PROTECTION SERVICE AT PHONE NUMBER 811 OR 1-800-344-8377 TO REQUEST UNDERGROUND UTILITY LOCATION MARK-OUT AT LEAST TWO (2) WORKING DAYS BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE CONTRACTOR SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION MARK-OUT FROM BURIED UTILITY OWNERS WITH UTILITIES ON THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF TEXAS ONE-CALL SERVICE. 9.UNDERGROUND PIPING, UTILITIES (PUBLIC OR PRIVATE), AND STRUCTURES ON ALL CIVIL DRAWINGS ARE SHOWN AS APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UNDERGROUND PIPING, UTILITIES, AND STRUCTURES IN AREAS OF WORK BEFORE STARTING DEMOLITION OR NEW CONSTRUCTION. IF ANY EXISTING FACILITIES ARE FOUND TO BE IN A DIFFERENT LOCATION THAN SHOWN ON THE DRAWINGS, REPORT THIS TO THE ENGINEER. UTILITIES SHALL BE NOTIFIED AT LEAST 48 HOURS (OR MORE IF REQUIRED BY UTILITY) IN ADVANCE OF ANY EXCAVATION IN PROXIMITY OF THESE UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UNDERGROUND PIPING, UTILITIES, AND STRUCTURES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST. 10.DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL SUBMIT SHEET PILING, SHORING AND/OR BRACING DESIGNS AS MAY BE NECESSARY TO COMPLY WITH THESE REGULATIONS. 11.GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE DISCHARGED TO AN ENVIRONMENTALLY ACCEPTABLE LOCATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 12.ALL TEMPORARY FACILITIES ARE SUBJECT TO THE SAME HEALTH AND SAFETY REQUIREMENTS AS PERMANENT FACILITIES. 13.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS GENERATED DURING THE PROJECT OFF SITE AT A PROPERLY PERMITTED DISPOSAL FACILITY. 14.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR. 15.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH, AND SHALL AT ALL TIMES CONFORM TO, THE REGULATIONS OF THE "OSHA GENERAL INDUSTRY OCCUPATIONAL SAFETY AND HEALTH STANDARDS, AND OSHA SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION", AND OF APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS. 16.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH, AND SHALL AT ALL TIMES STRICTLY CONFORM TO, ALL APPLICABLE REGULATIONS OF SUBPART "P" ENTITLED, "EXCAVATIONS, TRENCHING, AND SHORING" OF OSHA SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION "GENERAL CONSTRUCTION SAFETY ORDERS" AND THE OWNER'S SITE RULES AND REGULATIONS. 17.ALL DISTURBED AREAS SHALL BE GRASSED, SODDED, OR LANDSCAPED AS SPECIFIED UPON COMPLETION OF GRADING ACTIVITIES. ALL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF DENTON CONSTRUCTION CRITERIA MANUAL. 18.LAND DISTURBANCE SHALL BE LIMITED TO THOSE AREAS INDICATED ON DRAWINGS FOR ACCESS, STAGING, AND UTILITY CONSTRUCTION. 19.ALL CONSTRUCTION TO COMPLY WITH CITY OF DENTON STANDARDS. 20.NO BILLBOARDS ARE PERMITTED. 21.ALL MECHANICAL/ELECTRICAL COMPONENTS AND SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE SEISMIC PROVISIONS STIPULATED IN CHAPTER 13 OF ASCE 7-05 AND SECTION 1613 OF IBC 2006 AND SHALL HAVE AN IMPORTANCE FACTOR, IP, OF 1.5. 22.ALL MECHANICAL/ELECTRICAL COMPONENTS AND SYSTEMS SHALL REQUIRE A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH SECTION 13.2 OF ASCE 7-05. 23.STANDARD ENGINEERING PRACTICES HAVE BEEN FOLLOWED. PLANS AND SPECIFICATIONS ACCURATELY REFLECT. 24.HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. 1.ALL LIMITS OF CONSTRUCTION AS INDICATED ON THE DRAWINGS SHALL BE CLEARLY IDENTIFIED BY TREE PROTECTION FENCE PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE EXCEPT THOSE OPERATIONS NEEDED TO INSTALL EROSION CONTROL FACILITIES. ENGINEER SHALL INSPECT TREE PROTECTION FENCE PRIOR TO LAND DISTURBANCE. 2.THE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION ON THE SITE EXCEPT AS NOTED ON THE PLANS OR APPROVED BY CITY OF DENTON. 3.ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO CLEARING AND TRENCHING. 4.TREE PROTECTION FENCE SHALL BE INSTALLED ALONG THE OUTER EDGE OF AND COMPLETELY SURROUNDING THE CRITICAL ROOT ZONES OF ALL SPECIMEN TREES OR STANDS OF TREES, OR OTHERWISE DESIGNATED TREE PROTECTION ZONES PRIOR TO ANY LAND DISTURBANCE. 5.WHEN DIGGING NEAR TREES, THE CONTRACTOR SHALL PRUNE ALL EXPOSED ROOTS ONE (1) INCH IN DIAMETER AND LARGER ON THE SIDE OF THE TRENCH ADJACENT TO THE TREES. PRUNING SHALL CONSIST OF MAKING A CLEAN CUT FLUSH WITH THE SIDE OF THE TRENCH TO PROMOTE NEW ROOT GROWTH. 6.PRUNING OF TREE LIMBS TO PROVIDE CLEARANCE FOR EQUIPMENT AND MATERIALS SHALL BE DONE ACCORDING TO STANDARD ARBORICULTURAL PRACTICE. 7.ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH TREE PROTECTION FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 8.THINNING IS ALLOWED AND MAY INCLUDE MANUAL REMOVAL OF NON-SPECIMEN TREES WITHIN THE CRITICAL ROOT ZONE OR DRIPLINE OF THE SPECIMEN TREE IN THE LANDSCAPE INSTALLATION PHASE OF DEVELOPMENT ONLY. THINNING INCLUDES MANUAL REMOVAL (NO MOTORIZED/WHEELED OR TRACK VEHICLES ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE SPECIMEN TREE). 9.NON-VEGETATIVE MATERIAL TO BE REMOVED MANUALLY. 10.A COMMERCIAL APPLICATOR LICENSE AND A PESTICIDE CONTRACTOR LICENSE ARE REQUIRED BY THE CONTRACTOR IF THE USE OF HERBICIDES ARE NECESSARY FOR NOXIOUS PLANT MATERIAL REMOVAL. TREE PRESERVATION/PROTECTION PLANTING NOTES: 1.THESE EROSION AND SEDIMENT CONTROL MEASURES SHALL APPLY TO ALL FEATURES OF THE CONSTRUCTION SITE. 2.SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE INSPECTOR. 3.NO CLEARING, GRADING, TRENCHING, FILLING, OR OTHER LAND DISTURBING ACTIVITIES SHALL BE PERMITTED UNTIL APPROVED EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES. 4.EROSION CONTROL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO MINIMIZE SITE GENERATED WATERBORNE SILT AND DEBRIS. 5.EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH RAIN AND REPAIRED BY CONTRACTOR. 6.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF ALL DISTURBED AREAS ARE ACCOMPLISHED. TEMPORARY CONTROL MEASURES SHALL THEN BE REMOVED BY THE CONTRACTOR. 7.CONTRACTOR SHALL INSTALL, MAINTAIN, AND REMOVE ALL EROSION CONTROL AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CURRENT ADDITION OF THE CITY OF DENTON DEVELOPMENT CODE. 8.CONTRACTOR SHALL KEEP STREETS AND SIDEWALKS FREE OF MUD AND DEBRIS. 9.FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL MEASURES MAY RESULT IN CONSTRUCTION BEING HALTED TO PERMIT ALLOCATION OF RESOURCES REQUIRED TO CORRECT THE DEFICIENCIES. THIS MAY JEOPARDIZE THE CONTRACTOR MEETING THE PROJECT SCHEDULE WHICH COULD RESULT IN LIQUIDATED DAMAGES BEING ASSESSED. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO USE AND MAINTAIN EROSION CONTROL MEASURES THAT ARE IN ACCORDANCE WITH THE CITY OF DENTON DEVELOPMENT CODE REQUIREMENTS AND CORRECT DIFFERENCES IN A TIMELY MANNER. 10.CONTRACTOR SHALL BE EXPECTED TO INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES IF DEEMED NECESSARY BY ON-SITE INSPECTION TO PREVENT OFF-SITE SEDIMENTATION. 11.CONTRACTOR SHALL PROVIDE TEMPORARY GRASSING ON DISTURBED AREAS THAT ARE NOT RESTORED AFTER TWO WEEKS. EXCLUDED FROM THIS ARE AREAS THE CONTRACTOR CONTINUALLY UTILIZES FOR ACCESS, STAGING, AND STORAGE. 12.CITY OF DENTON LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM THE ACCESS OR PLANT ROAD. 13.A RESPONSE TO A NOTIFICATION OF NON-CONFORMANCE OR INADEQUATE MEASURES SHALL BE MADE WITHIN 6 HOURS AFTER RECEIVING SUCH NOTIFICATION. 14.EROSION CONTROL DEVICES SHALL BE MAINTAINED BY REMOVING ALL SILT BEFORE THEY BECOME 1/3 FULL. EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES: AMBULANCE: 911 POLICE:911 FIRE:911 CITY OF DENTON WASTEWATER DEPARTMENT: RUSTY WILLARD, SUPER INTENDENT (940)349-8601 P.S. ARORA, PE, GENERAL MANAGER (940)349-7189 COLLECTION SYSTEM DISPATCH (940)349-7000 HAZEN AND SAWYER, BRANDT MILLER, PE: (214) 382-5750 ELECTRIC: (940) 349-8700 UTILITY PROTECTION SERVICE: 1-800-344-8377 1.REFER TO GEOTECHNICAL REPORT PREPARED BY ALLIANCE GEOTECHNICAL GROUP DATED MARCH 9, 2016 AND OCTOBER 21, 2016 FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2.UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 3.ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE". 4.UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: 4.A. RCP C-76, CLASS III 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PIPE STABILITY DURING CONSTRUCTION. 6.FINAL PAVING, ELEVATIONS SHALL BE PLACED AT PLUS OR MINUS 0.03 FOOT. 7.ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. 8.IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. 9.CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 4:1, UNLESS OTHERWISE NOTED. GRADING AND DRAINAGE GENERAL NOTES: LIC NESE D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM S. NASH B. MILLER G-C-05 GENERAL CIVIL LEGEND, NOTES AND HCDF LOCATION MAP J. LONDON 302.00 CONSTRUCTION LIMITS 302.00 CONTOUR ASPHALT PAVEMENT BUILDING/STRUCTURE GRAVEL ROAD SPOT ELEVATION PROPERTY LINE CONCRETE PAD/PAVING YARD PIPING SOIL BORING SILT FENCE FENCE LEGEND NEW 300 B20 EXISTING MANHOLE FIRE HYDRANT YARD HYDRANT BURIED VALVE ELECTRICAL MANHOLEEMHEMH * SEE ELECTRICAL DRAWINGS FOR ADDITIONAL SYMBOLS AND ABBREVITATIONS. TREE REMOVAL RECM SLOPE STABILIZATION STABILIZED CONSTRUCTION ENTRANCE ROLLED EROSION CONTROL MATTING (RECM) CHANNEL LINING CONTOUR FROM GIS TREE PROTECTION FENCE LIMITS OF DISTURBANCE ENVIRONMENTALLY SENSITIVE AREA (ESA) CENTERLINE TREE APPROXIMATE WOODLINE NOTES: 1.FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP FIRM PANEL 0090C, AND REVISIONS MAP NUMBER 48121C0370G DATED APRIL 18, 2011 100 YEAR FLOOD ELEVATION = VARIES 2.ENVIRONMENTALLY SENSITIVE AREA 1 - CONSTRUCTION WITHIN THE RIPARIAN BUFFER IS PERMITTED BY THE CITY. THE RIPARIAN BUFFER INCLUDES THE AREA 100-FEET FROM CENTERLINE OF THE HICKORY CREEK ON BOTH SIDES, DENTON DEVELOPMENT CODE 35.17.7.A.7. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE WITHIN ESAS, RETURN THE GRADE TO PRE-DISTURBANCE CONDITIONS AND RE-VEGETATE TO MITIGATE EROSION USING NATIVE PLANTS. 3.ENVIRONMENTALLY SENSITIVE AREA 2 - CONSTRUCTION WITHIN THE RIPARIAN BUFFER IS PERMITTED BY THE CITY. THE RIPARIAN BUFFER INCLUDES THE AREA 50-FEET FROM CENTERLINE OF THE STREAM ON BOTH SIDES, DENTON DEVELOPMENT CODE 35.17.7.A.7. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE WITHIN ESAS, RETURN THE GRADE TO PRE-EXISTING CONDITIONS AND RE-VEGETATE TO MITIGATE EROSION USING NATIVE PLANTS. 4.ENVIRONMENTALLY SENSITIVE AREA 3 - CONSTRUCTION WITHIN THE UNDEVELOPED FLOODPLAIN IS PERMITTED BY THE CITY. THE UNDEVELOPED FLOODPLAIN INCLUDES THE AREA WITHIN THE 100-YEAR BASE FLOOD ELEVATION, DENTON DEVELOPMENT CODE 35.17.7.A.3. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE WITHIN ESAS, RETURN THE GRADE TO PRE-EXISTING CONDITIONS AND RE-VEGETATE TO MITIGATE EROSION USING NATIVE PLANTS. 5.WHILE CONSTRUCTION ACTIVITIES ARE ONGOING, CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO MAINTAIN SECURITY OF THE SITE AT ALL TIMES. PRIOR TO THE END OF CONSTRUCTION ACTIVITIES, PERMANENT FENCING TO BE INSTALLED. 6.ALL TREES TO REMAIN IN PLACE EXCEPT WHERE REMOVAL IS INDICATED ON DRAWINGS OR WHERE SPECIFICALLY APPROVED BY THE OWNER. CONTRACTOR SHALL REMOVE FROM THE SITE ALL CUT DOWN TREES, TREE REFUSE, TREE STUMPS, ROOT SYSTEMS, BRUSH OR OTHER REMAINING DEBRIS. IF NO WORK IS PROPOSED IN THE AREA OF TREE REMOVAL, CONTRACTOR SHALL ROUGH GRADE AREA AND ESTABLISH VEGETATIVE COVER. 7.ALL TREES 6-INCH IN DIAMETER AND LARGER ARE SHOWN. ALL TREES 6-INCH AND SMALLER SHALL BE REMOVED AS REQUIRED FOR THE WORK. TREE REMOVAL WITHIN ESA, SHALL BE LIMITED. 8.CONTRACTOR SHALL FURNISH AND INSTALL NON-METALIC PIPE DETECTION TAPE ON TOP OF PROCESS DRAIN PIPE EMBEDMENT ALONG THE CENTERLINE OF THE PIPELINE. 9.ACCESS TO THE PROJECT SITE SHALL BE ALONG THE ROUTES OF INDICATED ACCESS ROAD A, ACCESS ROAD B, AND ACCESS ROAD (BY CITY). 10.CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC ON ALL ROADS AT ALL TIMES AND CONSTRUCTION TEMPORARY BYPASS, IF NECESSARY, WITHIN THE EXISTING EASEMENT IF THE ROADWAY MUST BE CLOSED TO FACILITATE CONSTRUCTION ACTIVITIES. ACCESS MUST BE MAINTAINED TO PRIVATE DRIVES AT ALL TIMES. CONTRACTOR SHALL NOTIFY PRIVATE DRIVE OWNERS AND CONTRACTORS A MINIMUM OF 7 DAYS PRIOR TO AFFECTING ACCESS TO DRIVES. 100 1"=200'-0" 200 0 200'G.C . & S . F . RA I LROAD CITY OF DENTON CALLED 37.95 AC. TRACT TWO DOC. NO. 2014-68891 O.R.D.C.T CITY OF DENTON CALLED 27.86 AC. TRACT TWO DOC. NO. 2014-68888 O.R.D.C.T. CITY OF DENTON CALLED 22.38 AC TRACT ONE DOC. NO. 2014-68888 O.R.D.C.T (VAR IAB LE W ID TH R IGHT -O F -WA Y ) EXISTING 20' SANITARY SEWER ESMT. CITY OF DENTON EXISTING 30' CROSSTEX CCNG TRANSMISSION RIGHT-OF-WAY AND ESMT. EXISTING 20' INGRESS/EGRESS ESMT. EXISTING 20' RIGHT-OF-WAY AND ESMT. EXISTING 20' INGRESS/EGRESS ESMT. 35' ELECTRIC EASEMENT RESERVATION EXISTING 20' SANITARY SEWER ESMT.COUNTRY CLUB ROAD(FM1830)CENTERLINE OF ASPHALT PAVINGCL RR TRACKS 100-YR FLOODPLAIN BOUNDARY 500-YR FLOODPLAIN BOUNDARY FLOOD ZONE AE FLOOD ZONE X ENVIRONMENTALLY SENSITIVE AREA 1 ENVIRONMENTALLY SENSITIVE AREA 3 ENVIRONMENTALLY SENSITIVE AREA 2 ACCESS ROAD (BY CITY) CENTERLINE OF HICKORY CREEK CONTRACTOR STAGING AREA BENT CREEK ESTATES CREEKBEND DRIVE HICKORY CREEK DETENTION FACILITY LOCATION MAP CITY OF DENTON CALLED 12.45 AC TRACT ONE DOC. NO. 2014-68891 O.R.D.C.T LIMITS OF DISTURBANCE, TYP ACCESS ROAD B ACCESS ROAD A FLOOD WAY BOUNDARY FEMA FLOOD PLAIN LINE LIC NES E D 113114 BRANDT N. MILLER F. POWELL K. GRISSOM G-S-06 GENERAL STRUCTURAL STRUCTURAL NOTES SHEET 1 OF 2C. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM G-1 THESE NOTES ARE GENERAL AND SUPPLEMENT THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. G-2 STANDARD DETAILS SHALL BE USED WHEN REFERRED TO OR WHEN NO MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN ON THE DRAWINGS. G-3 DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE TEXAS BUILDING CODE. THE DESIGN LOADS AND OTHER DESIGN VALUES GIVEN IN NOTES G-4 THROUGH G-7 WERE USED FOR DESIGN OF STRUCTURES UNLESS NOTED OTHERWISE ON THE DRAWINGS. G-4 LIVE LOADS: GENERAL STRUCTURAL NOTES -ALL STAIRWAYS, LANDINGS AND PLATFORMS ARE DESIGNED FOR A LIVE LOAD = 100 PSF UNLESS NOTED OTHERWISE. G-5 SNOW LOAD: GROUND SNOW LOAD (Pg) = 5 PSF FLAT-ROOF SNOW LOAD (Pf) = 4.2 PSF SNOW EXPOSURE FACTOR (Ce) = 0.9 SNOW LOAD IMPORTANCE FACTOR (Is) = 1.1 THERMAL FACTOR (Ct) = 1.2 G-6 WIND DESIGN CRITERIA: BASIC WIND SPEED = 120 MPH WIND EXPOSURE = C G-7 SEISMIC LOAD: RISK CATEGORY = SEISMIC IMPORTANCE FACTOR (Ie) = 1.25 SITE CLASS = C MAPPED SPECTRAL RESPONSE ACCELERATIONS (Ss/S1) = 0.121/0.057 SPECTRAL RESPONSE ACCELERATIONS (SMS/SM1) = 0.156/0.086 SPECTRAL RESPONSE COEFFICIENTS (SDS/SD1) = 0.104/0.057 SEISMIC DESIGN CATEGORY = A G-8 ALL DIMENSIONS INDICATED (*) SHALL BE VERIFIED EITHER BY FIELD MEASUREMENTS FOR EXISTING STRUCTURES OR BY SHOP DRAWINGS FOR EQUIPMENT FURNISHED. STRUCTURAL DIMENSIONS NOT SHOWN BUT CONTROLLED BY OR RELATED TO EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR WITH THE MANUFACTURER PRIOR TO CONSTRUCTION. G-9 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING INFORMATION IN THE FIELD AS REQUIRED FOR NEW WORK. G-10 IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL THE CONFLICT IS RESOLVED. G-11 EQUIPMENT ANCHOR BOLT SIZES, TYPES, EMBEDMENT AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY OF PLACEMENT. G-12 STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND MANUFACTURER'S SHOP DRAWINGS. STRUCTURAL METALS CONCRETE (CAST-IN-PLACE) STRUCTURE BASIC STRUCTURAL SYSTEM DESIGN BASE SHEAR SEISMIC RESPONSE COEFFICIENT Cs RESPONSE MODIFICATION COEFFICIENT R ANALYSIS PROCEDURE STORAGE TANK PRECAST CONC TANK TBD BY TANK MFR TBD BY TANK MFR TBD BY TANK MFR EQUIVALENT LATERAL FORCE STRUCTURE PRESSURE COEFFICIENT GCpi WIND DESIGN PRESSURE COMPONENTS AND CLADDING LATERAL LOAD RESISTING SYSTEM STORAGE TANK TBD BY TANK MFR TBD BY TANK MFR TBD BY TANK MFR PRECAST CONC TANK ELECTRICAL CANOPIES 0.00 27.1 PSF 74.6 PSF ALUMINUM FRAME STRUCTURE ROOF TOP / FIRST FLOOR BOTTOM / GROUND FLOOR HICKORY CREEK FLOW DIVERSION STRUCTURE N/A 300 PSF N/A STORAGE TANK 20 PSF N/A N/A ODOR CONTROL N/A N/A 300 PSF HICKORY CREEK PUMP STATION N/A 300 PSF N/A VALVE VAULT N/A 300 PSF N/A BOOSTER PUMP STATION N/A N/A 300 PSF PECAN CREEK PUMP STATION N/A 300 PSF N/A PECAN CREEK FLOW DIVERSION STRUCTURE N/A 300 PSF N/A ELECTRICAL CANOPIES 30 PSF N/A 300 PSF M-1 DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, LATEST EDITION. M-2 STEEL MATERIAL: A)STRUCTURAL HSS: ASTM A500, GRADE C (46/50 KSI) OR A1085 (50 KSI) B)STRUCTURAL PIPE: ASTM A53, GRADE B (35 KSI) C)PLATES, BARS AND ANGLES: ASTM A36 UNO (36 KSI) D)STRUCTURAL W SHAPES: ASTM A992 (50 KSI) E)STRUCTURAL S, M, C & MC SHAPES: ASTM A36 (36 KSI) F)STRUCTURAL HP ASTM A572 GRADE 50 (50 KSI) G)RODS ASTM F1554 GRADE 36 (36 KSI) M-3 PROVIDE MINIMUM 3/4" DIAMETER ASTM A325 HIGH STRENGTH BOLTS WITH SNUG TIGHTENED TYPE N CONNECTIONS FOR STRUCTURAL STEEL UNLESS NOTED OTHERWISE. HOLES FOR BOLTS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. M-4 PROVIDE TYPICAL STEEL BEAM CONNECTIONS FOR A CAPACITY OF NOT LESS THAN THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE AISC TABLES FOR ALLOWABLE LOADS OF BEAMS UNLESS NOTED OTHERWISE. M-5 DO NOT PAINT STEEL SURFACES WHICH ARE TO BE WELDED OR ARE TO BE ENCASED IN CONCRETE. M-6 ALL STAINLESS STEEL FABRICATIONS EXPOSED TO UNDERWATER SERVICE SHALL BE TYPE 316. ALL OTHER STAINLESS STEEL FABRICATIONS SHALL BE TYPE 304 UNLESS NOTED OTHERWISE. M-7 ALUMINUM SHALL BE ALLOY 6061-T6 UNLESS NOTED OTHERWISE. M-8 ALL BOLTS, ANCHOR BOLTS, AND CONCRETE ANCHORS CONNECTING ALUMINUM SHALL BE STAINLESS STEEL TYPE 316 FOR UNDERWATER APPLICATIONS AND TYPE 304 FOR ALL OTHER APPLICATIONS. M-9 DETAIL, FABRICATE, AND ERECT ALUMINUM IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL. M-10 ALUMINUM SHALL BE ISOLATED FROM CONTACT WITH CONCRETE AND DISSIMILAR METALS. M-11 ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION. M-12 FILLET WELD SIZES SHALL NOT BE LESS THAN THE MINIMUM SIZE REQUIRED BY AISC CODE FOR PLATE SIZES TO BE CONNECTED AND SHALL BE APPLIED TO THE ENTIRE JOINT CONTACT LENGTH, AND NOT LESS THAN 3/16". M-13 BOTTOM SURFACES OF BASE PLATES SHALL BE GROUTED TO ENSURE FULL BEARING CONTACT WITH CONCRETE SLAB. M-14 WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH FASTENINGS (BOLTS, WELDS, ETC.) SET AT A UNIFORM SPACING, THERE SHALL BE A MINIMUM OF TWO FASTENINGS PER PIECE CONNECTED AND THE FIRST AND LAST FASTENINGS SHALL BE LOCATED NOT TO EXCEED 0.25 OF FASTENER SPACING FROM EACH END. M-15 BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC (SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS). M-16 STRUCTURAL WELDED JOINTS SHALL CONFORM TO THE PROVISIONS OF AWS D1.1, STRUCTURAL WELDING CODE BY AMERICAN WELDING SOCIETY. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. C-1 DESIGN OF CONCRETE ELEMENTS INCLUDING WALLS, FORMED SLABS, BEAMS, AND COLUMNS IS IN ACCORDANCE WITH ACI 318 (CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) AND 350 (CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES). C-2 FOR CONCRETE MIX DESIGN SEE SPECIFICATION SECTION 03300. C-3 CONCRETE STRENGTH CLASSES (28-DAY COMPRESSIVE STRENGTH): A)CLASS A1 CONCRETE (4,500 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE TO BE USED IN ALL STRUCTURES QUALIFYING AS ENVIRONMENTAL CONCRETE STRUCTURES THAT ARE DESIGNED IN ACCORDANCE WITH ACI 350 INCLUDING PUMP STATIONS, TANKS, BASINS, PROCESS STRUCTURES, AND ANY STRUCTURES CONTAINING FLUID OR PROCESS CHEMICALS OR OTHER MATERIALS USED IN TREATMENT PROCESS. B)CLASS A2 CONCRETE (4,000 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE IN ALL STRUCTURES OTHER THAN STRUCTURES QUALIFYING AS ENVIRONMENTAL CONCRETE STRUCTURES AS DESCRIBED ABOVE, AND FOR ALL SIDEWALKS AND PAVEMENT. C)CLASS B CONCRETE (3,000 PSI): NORMAL WEIGHT STRUCTURAL CONCRETE USED FOR DUCT BANK ENCASEMENTS, CATCH BASINS, FENCE AND GUARD POST EMBEDMENT, CONCRETE FILL, AND OTHER AREAS WHERE SPECIFICALLY NOTED ON CONTRACT DRAWINGS. C-4 ALL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WHERE REINFORCEMENT IS TO BE WELDED IN ACCORDANCE WITH AWS D1.4, ASTM A706 GRADE 60 SHALL BE USED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. C-5 CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE ON THE DRAWINGS): A)CONCRETE DEPOSITED DIRECTLY AGAINST SOIL:3" B)CONCRETE EXPOSED TO WEATHER (#5 OR SMALLER):1 1/2" CONCRETE EXPOSED TO WEATHER (#6 OR LARGER):2" C)SLABS:1 1/2" AT SURFACES CONTACTING FLUID:2" D)BEAMS AND COLUMNS (TO MAIN REINFORCEMENT):2" BEAMS AND COLUMNS (TO COLUMN TIES OR STIRRUPS):1 1/2" E)WALLS 12" OR MORE:2" WALLS LESS THAN 12" (#5 OR SMALLER):1 1/2" WALLS LESS THAN 12" (#6 OR LARGER):2" F)FOR SURFACES EXPOSED TO FLUID IN BEAMS, COLUMNS AND WALLS: ADD 1/2" TO ABOVE VALUES C-6 SPLICES SHALL BE CLASS "B" CONFORMING TO THE PROVISIONS OF ACI 318 UNLESS NOTED OTHERWISE. SPLICE LENGTH FOR TWO DIFFERENT SIZED BARS TO BE LAP SPLICED TOGETHER SHALL BE THE LENGTH OF THE LARGER BAR UNLESS NOTED OTHERWISE. C-7 CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. CONSTRUCTION JOINTS NOT SHOWN SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO SUBMITTING REBAR SHOP DRAWINGS. VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL JOINTS IN SLABS SHALL BE PROVIDED AT A SPACING NOT GREATER THAN 45 FEET ON CENTER. FOR EXPOSED WALLS WITH FLUID OR EARTH ON THE OPPOSITE SIDE, THE SPACING BETWEEN VERTICAL AND HORIZONTAL JOINTS SHALL BE A MAXIMUM OF 25 FEET. C-8 WHERE HORIZONTAL CONSTRUCTION JOINTS, LOCATED ABOVE THE FOUNDATION SLAB, EXTEND BEYOND WHERE NEEDED, THEY SHALL BE TERMINATED AT A VERTICAL CONSTRUCTION JOINT APPROVED BY THE ENGINEER. C-9 ALL JOINTS WHICH ARE IN MEMBERS IN CONTACT WITH LIQUID OR BELOW GRADE SHALL HAVE A WATERSTOP. CONSTRUCTION JOINTS SHALL HAVE A 6" PVC RIBBED WATERSTOP. EXPANSION JOINTS SHALL HAVE A 9" PVC CENTER BULB RIBBED WATERSTOP. IN VERTICAL JOINTS, WATERSTOPS SHALL TERMINATE NO LESS THAN 18" ABOVE THE MAXIMUM WATER SURFACE OR 18" ABOVE GRADE, WHICHEVER IS HIGHER. C-10 SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS CAN EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCEMENT IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE REQUIRED CLEARANCE FROM THE SLAB SURFACE. C-11 ALL EXPOSED CORNERS SHALL HAVE A 3/4" CHAMFER OR A 1/2" RADIUS TOOLED CORNER. C-12 EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DOCUMENTS, SHALL BE PROVIDED FOR PRIOR TO PLACING CONCRETE. C-13 REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY METAL PIPE, PIPE FLANGE, METAL CONDUIT, OR OTHER METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2" SHALL BE PROVIDED. C-14 DOWELS, ANCHOR BOLTS, PIPES, WATERSTOPS AND OTHER EMBEDDED ITEMS SHALL BE HELD SECURELY IN POSITION WHILE CONCRETE IS BEING PLACED. C-15 CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE SHALL BE SPACED ON CENTER NOT LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT NOT LESS THAN 2 1/2" CLEAR. WHEN SUCH ITEMS ARE EMBEDDED IN WALLS OR SLABS, THEY SHALL NOT OCCUPY MORE THAN 1/3 OF THE MEMBER THICKNESS. C-16 AT ALL TYPICAL CURBS, EQUIPMENT PADS, AND PIPE SUPPORT PIERS, REINFORCING DOWELS SHOWN MAY BE REPLACED WITH MATCHING DOWELS SET IN EPOXY IN DRILLED HOLES AS SPECIFIED. DOWELS LOCATED CLOSER THAN 3" FROM ANY EDGE OF CONCRETE SHALL NOT BE REPLACED WITH DRILLED DOWELS. C-17 DRILLED ADHESIVE DOWELS (WHERE DOWELS ARE SHOWN TO BE PLACED INTO HARDENED CONCRETE): A)THE HOLE DIAMETER SHALL BE NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE REINFORCING BAR AT THE DEFORMATIONS. B)THE DEPTH OF EMBEDMENT SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. C)ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID DRILLING THROUGH ANY REINFORCING BARS. IF THE LOCATION NEEDS TO BE MODIFIED, CONTACT THE ENGINEER. CONTRACTOR SHALL USE NON-DESTRUCTIVE MEANS TO FIELD LOCATE REINFORCEMENT PRIOR TO DRILLING HOLES FOR DOWELS. C-18 CLEAR DISTANCE FROM ANCHOR BOLTS TO ANY CONCRETE EDGE SHALL BE 4" MINIMUM UNLESS NOTED OTHERWISE. C-19 CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE ON THE JOB SITE FOR REVIEW BY THE ENGINEER. G-13 STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND TEMPORARY SUPPORTS WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. OVERSTRESSING OF ANY STRUCTURAL ELEMENT IS PROHIBITED. G-14 NO BACKFILL SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS UNLESS ALL ADJACENT SUPPORTING ELEMENTS HAVE ACHIEVED DESIGN STRENGTH, OR WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER THAN 28 DAYS AFTER THE PLACING OF CONCRETE UNLESS APPROVED BY THE ENGINEER. SUPPORTING ELEMENTS SHALL INCLUDE ADJACENT WALLS, SLABS, BEAMS AND COLUMNS. G-15 LEAKAGE TESTING OF HYDRAULIC STRUCTURES SHALL NOT BEGIN UNTIL ALL STRUCTURAL ELEMENTS HAVE REACHED THE SPECIFIED MINIMUM CONCRETE STRENGTH. BACKFILL SHALL NOT BE PLACED AROUND ANY HYDRAULIC STRUCTURE UNTIL THE LEAKAGE TEST HAS BEEN COMPLETED UNLESS APPROVED BY THE ENGINEER. GENERAL STRUCTURAL NOTES, CONTINUED PARAMETER PARAMETER LEVEL A-1 ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS SHALL BE DESIGNED AND INSTALLED TO RESIST THE CONTROLLING CONDITION OF OPERATIONAL FORCES OR SEISMIC FORCES IN ACCORDANCE WITH THE GOVERNING BUILDING CODE. SEISMIC FORCES SHALL ALSO BE AS PER ASCE 7. COMPONENT SEISMIC ATTACHMENTS SHALL BE BOLTED, WELDED, OR OTHERWISE POSITIVELY FASTENED WITHOUT CONSIDERATION OF FRICTIONAL RESISTANCE PRODUCED BY THE EFFECTS OF GRAVITY. A CONTINUOUS LOAD PATH OF SUFFICIENT STRENGTH AND STIFFNESS BETWEEN THE COMPONENT AND THE SUPPORTING STRUCTURE SHALL BE PROVIDED. CONNECTIONS FOR BOTH ORTHOGONAL DIRECTIONS (TRANSVERSE AND LONGITUDINAL) SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. A-2 COMPONENT REACTION FORCES AT THE POINT OF ATTACHMENT TO THE STRUCTURE SHALL BE SUBMITTED TO AND COORDINATED WITH THE ENGINEER FOR CONFIRMATION SUPPORTING STRUCTURE CAN WITHSTAND REACTION FORCES. A-3 CONTRACTOR SHALL PROVIDE SPECIAL SEISMIC CERTIFICATION (SSC) FROM MANUFACTURER OF EQUIPMENT FOR ALL SYSTEMS DEEMED NECESSARY BY SPECIFICATIONS. SPECIAL SEISMIC CERTIFICATION SHALL BE IN COMPLIANCE WITH ASCE 7. NONSTRUCTURAL COMPONENT ANCHORAGE LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM G-S-07 GENERAL STRUCTURAL STRUCTURAL NOTES SHEET 2 OF 2C. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM F-1 CONCRETE (CAST-IN-PLACE) NOTES APPLY TO FOUNDATIONS. F-2 ALLOWABLE SOIL BEARING PRESSURE FOUNDATIONS STRUCTURE ALLOWABLE SOIL BEARING PRESSURE HICKORY CREEK FLOW DIVERSION STRUCTURE 10,000 PSF ODOR CONTROL 1,500 PSF HICKORY CREEK PUMP STATION 10,000 PSF VALVE VAULT 1,500 PSF HICKORY CREEK ELECTRICAL CANOPY 1,500 PSF BOOSTER PUMP STATION 1,500 PSF PECAN CREEK PUMP STATION 5,000 PSF PECAN CREEK FLOW DIVERSION STRUCTURE 5,000 PSF PECAN CREEK ELECTRICAL CANOPY 1,500 PSF LEVEL F-3 MINIMUM DEPTH FROM ADJACENT FINISHED GRADE TO BOTTOM OF FOUNDATION = 12 INCHES. F-4 STRUCTURES ARE DESIGNED FOR THE 100-YEAR FLOOD ELEVATION OF 571.00 AT HICKORY CREEK STATION AND 559.00 AT PECAN CREEK PUMP STATION. F-5 THE FOLLOWING STRUCTURES ARE PIER SUPPORTED: STORAGE TANK. F-6 SELECTION AND DESIGN OF EXCAVATION SUPPORT SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR ALL EXCAVATION SUPPORT TO THE ENGINEER FOR REVIEW. ALL DRAWINGS AND CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. F-7 EXCAVATION CUT SLOPES AND TEMPORARY SOIL STABILIZATION SHALL BE PERFORMED CONSISTENT WITH OSHA REQUIREMENTS. F-8 SUBGRADE RECONSTRUCTION REQUIREMENTS: A.PIPING WITHIN 10 FOOT DEPTH, ELECTRICAL DUCTBANKS, AND SHALLOW FOUNDATIONS INCLUDING ODOR CONTROL PADS, BOOSTER PUMP STATION, ELECTRICAL PADS, PUMP STATION SLABS SHALL BE FOUNDED ON A RECONSTRUCTED-PREPARED SUBGRADE IN ACCORDANCE WITH THESE CONTRACT DRAWINGS AND APPLICABLE SECTIONS OF THE CONTRACT SPECIFICATIONS. B.THE CONTRACTOR SHALL EXCAVATE ALL SOILS 10 FEET IN DEPTH BELOW FINISHED GRADE BENEATH THE ITEMS LISTED. THE WIDTH OF THE EXCAVATION SHALL EXTEND FIVE FEET IN HORIZONTAL WIDTH BEYOND THE ITEM'S FOOTPRINT. THE EXCAVATED AREA MAY BE INCREASED AS REQUIRED FOR PUMP STATION AND PIPELINE EXCAVATION AND EXCAVATION SUPPORT. C.THE PUMP STATION EXCAVATION SHALL BE BACKFILLED AS SHOWN IN THE DRAWINGS. D.ALL OTHER EXCAVATED AREAS SHALL BELOW THE ITEMS LISTED SHALL BE SHALL BE BACKFILLED WITH COMPACTED LOW PI SELECT FILL TO WITHIN TWO FEET OF FINAL GRADE. F-9 SELECT FILL MATERIALS USED FOR SUBGRADE RECONSTRUCTION SHALL BE OFF-SITE BORROW MATERIAL WITH A PI OF LESS THEN 6. SELECT FILL SHALL BE COMPACTED IN 6 TO 8 INCH LIFTS AT -2% TO +2% OF OPTIMUM TO A MINIMUM OF 98% ASTM D698 UNLESS NOTED OTHERWISE. F-10 ON-SITE MOISTURE CONDITIONED FILL SHALL CONSIST OF CLAYED SAND OR SANDY CLAY HAVING A PI OF 8 TO 16 AND COMPACTED IN SIX TO EIGHT INCH LIFTS AT -2% TO +2% OF OPTIMUM TO A MINIMUM OF 98% ASTM D698. ACTUAL COMPACTION MOISTURE CONTENT SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER FOLLOWING TESTING OF BULK SAMPLES. A MINIMUM OF TWO WEEKS PRIOR TO EXCAVATION, TWO 10 FEET DEEP TEST PITS SHALL BE EXCAVATED BY CONTRACTOR TO OBTAIN BULK SAMPLES FOR TESTING BY GEOTECHNICAL ENGINEER TO DETERMINE ACTUAL COMPACTION MOISTURE CONTENTS REQUIRED FOR ON-SITE MOISTURE CONDITIONED CLAY FILL. F-11 THE UPPER 2 FEET OF FILL BEYOND FOUNDATION EDGES IN UNPAVED AREAS WITHIN EXCAVATION LIMITS SHALL CONSIST OF ON-SITE MOISTURE CONDITIONED CLAY COMPACTED IN 8 INCH LIFTS AT 1% TO 4% ABOVE OPTIMUM MOISTURE TO A MINIMUM OF 95% ASTM D698. F-12 THE UPPER TWELVE INCHES OF SELECT FILL BELOW FOUNDATION SLABS SHALL CONSIST OF CRUSHED CHICO STONE COMPACTED AT OPTIMUM TO 2% ABOVE OPTIMUM TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY (ASTM D1557). F-13 EXCAVATED SLOPES SHALL BE BENCHED DURING FILL PLACEMENT AT EACH LIFT OF BACKFILL MATERIAL. P-1 STEEL CAGE REINFORCEMENT SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. P-2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS. CONCRETE FOR TEST CAISSONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT TIME OF TESTING. P-3 CONCRETE SHALL HAVE A SLUMP OF 6" +/- 1". DRILLED PIERS LIC NES E D 109383 FREDRICK P. POWELL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL S. CHAVEZ G-E-08 GENERAL ELECTRICAL LEGEND AND SYMBOLSG. RATASKY # FIRE ALARM INDICATOR MOUNTED ABOVE A FIRE ALARM PULL STATION RECEPTACLES: LEFT: SIMPLEX MIDDLE: DUPLEX RIGHT: QUADRUPLEX MULTI-OUTLET RECEPTACLE: LEFT: SIMPLEX RIGHT: DUPLEX OTHER RECEPTACLES: LEFT: 240 VOLT RIGHT: SPECIAL PURPOSE FIRE ALARM PULL STATION FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL DUCT DETECTOR FIRE ALARM INDICATOR: X DENOTES ALERT TYPE (TYP.): A DENOTES AUDIBLE V DENOTES VISIBLE (# DENOTES STROBE INTENSITY) SMOKE DETECTOR: X DENOTES TYPE: Z DENOTES IONIZATION P DENOTES PHOTOELECTRIC T DENOTES THERMAL THERMOSTAT AMBIENT TEMPERATURE TRANSMITTER WALL SWITCH: X DENOTES TYPE: NO SUBSCRIPT DENOTES SINGLE-POLE SWITCH 3 DENOTES 3-WAY SWITCH 4 DENOTES 4-WAY SWITCH M DENOTES MANUAL MOTOR STARTER # DENOTES CIRCUIT NUMBER WPCR DENOTES WEATHERPROOF CORROSION RESISTANT COMBINATION MOTOR STARTER DISCONNECT SWITCH LOCAL CONTROL STATION LIGHTING: RECEPTACLES: HVAC AND FIRE ALARM SWITCHES WIRING ELEMENTARY CONTROL SCHEMATICS SINGLE-LINE DIAGRAMS SINGLE-LINE DIAGRAMS, CONT'D. MISC PLAN VIEW SYMBOLS COMMUNICATIONS HORN/LIGHT DEVICE PAGER RECEPTACLE TELEPHONE OR NETWORK DROP DUCTBANK SECTION CUT IDENTIFIER: DBXX DENOTES DUCTBANK ID EXX DENOTES DRAWING NUMBER WHERE SECTION CUT IS LOCATED EQUIPMENT CONNECTION CONDUIT HOME RUN CONDUIT EXPOSED CONCRETE ENCASED CONDUIT CONDUIT CONCEALED FLEXIBLE CONDUIT CONCRETE ENCASED DUCTBANK 3-POSITION SELECTOR SWITCH: HOA DENOTES HAND/OFF/AUTO LOR DENOTES LOCAL/OFF/REMOTE FOR DENOTES FORWARD/OFF/REVERSE PUSHBUTTON SWITCHES: LEFT: N.O. RIGHT: N.C. TEXT DENOTES LEGEND PLATE EMERGENCY STOP MUSHROOM HEAD PUSHBUTTON SWITCH (N.C.): TEXT DENOTES LEGEND PLATE PUSHBUTTON SWITCH N.C. WITH LOCK-OUT: TEXT DENOTES LEGEND PLATE INDICATOR LIGHT: LEFT: STANDARD/RIGHT: PUSH-TO-TEST X DENOTES COLOR RUN TIME METER MECHANICAL INTERLOCK CONNECTION TRANSFORMER PROTECTIVE RELAY: NUMBER DENOTES IEEE DEVICE FUNCTION MOTOR AND TYPICAL ADDITIONAL DEVICES: TSH: TEMPERATURE SWITCH MSH: MOTOR SPACE HEATER CF: COOLING FAN TE: TEMPERATURE ELEMENT ME: MOISTURE DETECTOR FUSE LOW-VOLTAGE POWER CIRCUIT BREAKER: LEFT: FIXED-MOUNT RIGHT: DRAWOUT E.O. DENOTES ELECTRICALLY OPERATED LSIG DENOTES INSTALLED TRIP FUNCTIONS: L DENOTES LONG-TIME S DENOTES SHORT-TIME I DENOTES INSTANTANEOUS G DENOTES GROUND FAULT Z DENOTES ZONE-SELECTIVE INTERLOCKING CTR DENOTES BREAKER-SPECIFIC CT AND RATIOS MEDIUM-VOLTAGE DRAWOUT POWER CIRCUIT BREAKER: E.O. DENOTES ELECTRICALLY OPERATED BATT. DENOTES BATTERY BACKUP POWER GROUND CT: NUMBERS DENOTE CT WINDING RATIO AND CT QUANTITY DRAW-OUT ELEMENT GENERATOR LEFT: FVNR STARTER: X DENOTES NEMA SIZE DP DENOTES DEFINITE PURPOSE CONTACTOR RIGHT: FVR STARTER LEFT: RESISTOR RIGHT: LINE REACTOR: #% DENOTES IMPEDANCE CAPACITOR SHUNT TRIP SURGE PROTECTIVE DEVICE LIGHTNING ARRESTOR KIRK-KEY INTERLOCK LEFT: VFD WITH LINE REACTOR MIDDLE: VFD WITH HARMONIC FILTER RIGHT: VFD WITH LINE REACTOR AND FVNR BYPASS X DENOTES NEMA SIZE VFD WITH RVSS BYPASS PA UNITPA EXX DBXX X # R T X X # F X # DD F HEAT DETECTORH CONDUIT TAGS: P DENOTES POWER C DENOTES CONTROL I DENOTES INSTRUMENTATION XXXX DENOTES CONDUIT ID XXX-XXX DENOTES CONDUIT ID INSTRUMENT TAG: X DENOTES INSTRUMENT TYPE # DENOTES INSTRUMENT NUMBER SEE DRAWING I1 FOR INSTRUMENT ABBREVIATIONS # X DUCTBANK TAG: X DENOTES DUCTBANK ID SOLENOID VALVE CONTROL POWER TRANSFORMER MOTOR SPACE HEATER SELECTOR SWITCH: LEFT: STANDARD RIGHT: SPRING-RETURN TEXT DENOTES LEGEND PLATE PT: NUMBERS DENOTE PT WINDING VOLTAGES AND PT QUANTITY 480:120 (3) 500kW 9: 50:5(1) K GFCT: NUMBERS DENOTE GFCT WINDING RATIO AND GFCT QUANTITY MOTOR CIRCUIT PROTECTOR LEFT: RVSS STARTER RIGHT: RVSS STARTER WITH FVNR BYPASS X DENOTES NEMA SIZE RVAT STARTER: X DENOTES NEMA SIZE #% DENOTES TAP SETTING GROUND RODS: LEFT: BURIED RIGHT: IN TESTWELL X DENOTES RECEPTACLE TYPE (TYP.): GFCI DENOTES GROUND FAULT CIRCUIT INTERRUPT UPS DENOTES UNINTERRUPTIBLE POWER SUPPLY WPCR DENOTES WEATHERPROOF CORROSION RESISTANT # DENOTES CIRCUIT NUMBER (TYP.) LEFT: CONDUIT RISE (TURN UP) RIGHT: CONDUIT DROP (TURN DOWN) MCCB-STYLE ATS OR MTS DRAWOUT CB-STYLE ATS OR MTS CONTACTOR-STYLE ATS OR MTS WITH OFF POSITION CONTACTOR-STYLE ATS OR MTS CONTACTOR-STYLE ATS OR MTS, SERVICE-ENTRANCE RATED LEFT: PANELBOARD RIGHT: COMBINATION POWER UNIT X DENOTES PANEL ID MOTOR PROTECTION RELAY NORC NOFC NCRO NCFO TEMPERATURE SWITCHES/ THERMOSTATS PRESSURE SWITCHES LEVEL SWITCHES FLOW SWITCHES NOTC NOTO NCTO NCTC TIME DELAY SWITCHES NO NC DISCONNECT SWITCHES NOTATION LEGEND: NO/NC: NORMALLY OPEN/CLOSED RO/RC: RISE-TO-OPEN/CLOSE FO/FC: FALL-TO-OPEN/CLOSE TO/TC: TIME-OPEN/CLOSE CONTACTS: TEXT DENOTES COIL ID SWITCHES: TEXT DENOTES TAG NUMBER X LIMIT SWITCHES TORQUE SWITCH CONTACTS SOLID-STATE OVERLOAD RELAY TSH MSH CF TE ME XXX-YYYYYINSTRUMENT TAG: X DENOTES INSTRUMENT TYPE Y DENOTES INSTRUMENT NUMBER SEE DRAWING I1 FOR INSTRUMENT ABBREVIATIONS SINGLE-LINE DIAGRAMS, CONT'D. CABLE TRAY TAG: X DENOTES CABLE TRAY ID Y DENOTES SCHEDULE REFERENCE X YAF AT 100 100 HP RPM DISCONNECT SWITCH 100A 3P 100A FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH MCP 30A #% 100A 52 1200A N.C. E.O. BATT.XDB X TRAY X Y A MCP 100 X X X #% A MCP 30 X A MCP M F R 30 X SPD XXXkA LOW-VOLTAGE MOLDED CASE CIRCUIT BREAKER LEFT: THERMAL-MAGNETIC TRIP UNIT RIGHT: ELECTRONIC TRIP UNIT RECTANGULAR FIXTURE EMERGENCY WALL-MOUNTED FIXTURE: LEFT: STANDARD RIGHT: REMOTE-HEAD POLE-MOUNTED FIXTURE X # X # X # X # PHOTOCELL LEFT: CEILING MOUNTED OCCUPANCY SENSOR RIGHT: WALL MOUNTED OCCUPANCY SENSOR X DENOTES TYPE X DENOTES FIXTURE TYPE (TYP.) SEE SPECIFICATION 16500 FOR FIXTURE SCHEDULE # DENOTES CIRCUIT NUMBER (TYP.) XXX # OS X XXX # LEFT: CEILING MOUNTED FIXTURE RIGHT: WALL MOUNTED FIXTURE LEFT: CEILING MOUNTED EXIT SIGN RIGHT: WALL MOUNTED EXIT SIGN SHADED PORTION DENOTES SIGN FACE XXX # XXX # OS X PC X # X # X # X # X # X # # X X NS LS LS TS TS PS PSPS PS LS LSLS LS FS FSFS FS TD TDTD TD G PTT G ETM SV MPR MSH CPT 480/120VAC XFMR kVA 480-120/208V 3P/4W DRY TRANS 30A 3P 30A 3P 30A 3P 30A 3P 800AF 800AP 800AT LSIGZ CTR N.C. 800AF 800AP 800AT LSIGZ CTR N.C. ETU 800AF 800AP 800AT LSIG 600:5(3) X X ST 6 PULSE VFD A MCP 100 5% 6 PULSE VFD ACTIVE FILTER A MCP 100 6 PULSE VFD IC OC A MCP 100 5% X RVSS IC OC A MCP 100 RVSS IC OC A MCP 100 X OC 18 PULSE VFD RVSS OC A MCP ICPST IC 100 AF AT 100 100 L S1 S2 ATS 480V, 800A :3 65kA OPEN TRANSITION L S1 S2 ATS 480V, 800A :3 65kA OPEN TRANSITION L S1 S2 ATS 480V, 800A :3 65kA OPEN TRANSITION S1 S2 L ATS 480V, 800AF/800AT :3 65kA OPEN TRANSITION S1 S2 L ATS 480V, 800AF/800AT :3 65kA OPEN TRANSITION START STOP E-STOP STOP - L.O. ON OFF H AO XOO OOX P-XXXX P-XXX-XXX ON OFF COIL: X DENOTES TYPE: M DENOTES MOTOR STARTER CR DENOTES CONTROL RELAY TD DENOTES TIME DELAY RELAY TR DENOTES TIMER RANGE TS DENOTES TIMER SETPOINT PR DENOTES INTERPOSING PILOT RELAY LC DENOTES LIGHTING CONTACTOR Y DENOTES REFERENCE LINE NUMBER EQUIPMENT/DEVICE LOCATION SYMBOLS LOCATED AT PANEL: X DENOTES PANEL ID: L DENOTES LOCAL CONTROL STATION LOCATED IN FIELD LOCATED IN STAND-ALONE MOTOR STARTER/CONTROLLER X XX YYY TR TS THERMAL OVERLOAD RELAY OL SSOL LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL S. CHAVEZ G-E-09 GENERAL ELECTRICAL ABBREVIATIONS AND NOTESG. RATASKY ABBREVIATIONS ABBREVIATIONS, CONT. AE ANALYSIS ELEMENT AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AIT ANALYSIS INDICATING TRANSMITTER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AF AMPERE FRAME AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH BC BYPASS CONTACTOR BKR BREAKER (L/V)CP (LOCAL/VENDOR) CONTROL PANEL CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER DB DUCTBANK DSW DISCONNECT SWITCH EHH ELECTRIC HAND HOLE EMH ELECTRIC MANHOLE EO ELECTRICALLY OPERATED ETM ELAPSED TIME METER ETU ELECTRONIC TRIP UNIT FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FS FLOW SWITCH FSL FLOW SWITCH LOW FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GFCI GROUND FAULT CIRCUIT INTERRUPTER GFCT GROUND FAULT CURRENT TRANSFORMER GNG GO-NO GO GND GROUND HOA HAND-OFF-AUTO HPU HYDRAULIC POWER UNIT IC INPUT CONTACTOR IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION JB JUNCTION BOX LCS LOCAL CONTROL STATION LP LIGHTING PANEL LS LEVEL SWITCH LSL LEVEL SWITCH LOW LSLL LEVEL SWITCH LOW-LOW LSH LEVEL SWITCH HIGH LSHH LEVEL SWITCH HIGH-HIGH LT LEVEL TRANSMITTER MFR MULTI-FUNCTION RELAY MH MANHOLE MOD MOTOR OPERATED DAMPER MOG MOTOR OPERATED GATE MOL MOTOR OPERATED LOUVER MOV MOTOR OPERATED VALVE MPR MOTOR PROTECTION RELAY MTD MOUNTED MTS MANUAL TRANSFER SWITCH MWTS MOTOR WINDING TEMPERATURE SWITCH NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN NFPA NATIONAL FIRE PROTECTION ASSOCIATION NO NORMALLY OPEN NTS NOT TO SCALE OC OUTPUT CONTACTOR OL OVERLOAD PB PULLBOX PC PHOTOCELL PCC POINT OF COMMON COUPLING PE PRESSURE ELEMENT PIT PRESSURE INDICATING TRANSMITTER PLC PROGRAMMABLE LOGIC CONTROLLER PP POWER PANEL PST PHASE SHIFTING TRANSFORMER PT POTENTIAL TRANSFORMER PTT PUSH TO TEST RCS REMOTE CONTROL STATION RECP RECEPTACLE RIO REMOTE I/O RM ROOM RTD RESISTANCE THERMAL DEVICE RTU REMOTE TELEMETRY UNIT RVAT REDUCED VOLTAGE AUTO TRANSFORMER RVSS REDUCED VOLTAGE SOLID STATE SA SUPPLY AIR S.E.SERVICE ENTRANCE SP. C.SPARE CONDUIT SPD SURGE PROTECTIVE DEVICE SST STAINLESS STEEL TB TEST BLOCK TC TIMED CLOSE TO TIMED OPEN TSH TWISTED SHIELDED TX TRANSFORMER TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY VFD VARIABLE FREQUENCY DRIVE WPCR WEATHER PROOF CORROSION RESISTANT WT WALK THROUGH XFMR TRANSFORMER NOTES: 1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL UNDERGROUND CONCRETE ENCASED ELECTRICAL CONDUITS SHALL BE PER STANDARD DETAIL 1611801. 2.THE INSTALLATION OF ALL CONCRETE ENCASED ELECTRICAL CONDUITS SHALL COMPLY WITH ACI 318, SECTION 6.3. CONTRACTOR SHALL SUPPLY EXPANSION JOINT FITTINGS AS REQUIRED FOR THERMAL EXPANSION AND DEFLECTION. 3.BOND ALL NEW CONCRETE ENCASED GROUND CONDUCTORS TO EXISTING GROUND CONDUCTORS IN ALL MANHOLES, PULL BOXES, CABLE TRAYS, AND SIMILAR LOCATIONS WHERE APPLICABLE. 4.UNLESS OTHERWISE SPECIFIED OR NOTED, ALL WALL MOUNTED ELECTRICAL PANELS, ENCLOSURES, AND SIMILAR EQUIPMENT SHALL BE MOUNTED 6'-6" (MAX) FROM THE TOP OF THE PANEL TO FINISHED FLOOR OR GRADE. 5.UNLESS OTHERWISE NOTED, ALL LIGHTING SWITCHES, CONTROL SWITCHES, AND SIMILAR EQUIPMENT SHALL BE MOUNTED WITH THEIR CENTERLINE APPROXIMATELY 4'-0" ABOVE FINISHED FLOOR, SLAB, OR GRADE. THERMOSTATS SHALL BE MOUNTED 4'-4" ABOVE FINISHED FLOOR. 6.A SEPARATE EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED FOR EACH CIRCUIT (SEPARATE CONDUCTOR IN THE CONDUIT). THE CONDUCTOR SHALL BE TERMINATED AT THE PROPER DEVICE, TERMINAL, OR LUG AT THE POWER SOURCE (MCC GROUND BUS, PANELBOARD GROUND BUS, ETC.). GROUND CONDUCTOR SIZE SHALL BE PER THE LATEST EDITION OF THE NEC. 7.ELECTRICAL SYSTEMS INSTALLED IN HAZARDOUS LOCATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 5, ART. 500 OF THE LATEST EDITION OF THE NEC. CONTRACTOR SHALL SEAL ALL CONDUITS LEAVING HAZARDOUS AREAS. WALL AND FLOOR OPENINGS SHALL BE SEALED WITH FIREPROOF COMPOUND. 8.ALL EQUIPMENT LOCATED IN HAZARDOUS AREAS SHALL BE SUITABLE FOR THE CLASS, DIVISION, AND GROUP RATING OF THE LOCATION. 9.LIGHTNING PROTECTION SHALL BE PROVIDED FOR THE STRUCTURES INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH SECTION 16670. 10.CONDUIT HOMERUNS ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL REFER TO CONDUIT AND WIRE SCHEDULE, RISER DIAGRAMS, SINGLE LINE DIAGRAMS, AND OTHER DRAWINGS FOR CONDUIT AND WIRE REQUIREMENTS. 11.ALL ELECTRICAL COMPONENTS AND SYSTEMS AND NON-BUILDING STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODE, AND THE REQUIREMENTS SHOWN IN DRAWING G-S-06. LIC NES E D 121398 BRETT D. BUELTEL VALVE/GATE ACTUATORS FLOW METERS ANALYTICAL //// LINE SYMBOLS AND LEGEND ELECTRICAL SIGNAL ANALOG ELECTRICAL SIGNAL WITH LIGHTNING SURGE ARRESTOR (INPUTS AND OUTPUTS) DISCRETE ELECTRICAL SIGNAL (INPUTS) WITH INTERPOSING RELAYS (OUTPUTS) PROCESS/SIGNALS NOT CONNECTED (CROSSING) PROCESS/SIGNALS CONNECTED DOUBLE CONTAINED PIPE TIE-IN CONTINUED ELSEWHERE AS INDICATED MAJOR PROCESS PIPES OR CHANNELS, NEW SECONDARY PROCESS OR MECHANICAL CONNECTION, NEW DWG NO DWG NO "DISCRETE" DIGITAL SIGNALS, INPUTS AND OUTPUTS. REFER TO COMMUNICATION CABLE LEGEND ON THE NETWORK ARCHITECTURE DRAWING FOR ADDITIONAL LINE TYPES FOR SIGNAL CABLES DEMO MAJOR PROCESS PIPES, SECONDARY PROCESS OR CHANNELS, EXISTING MAJOR PROCESS PIPES, SECONDARY PROCESS OR CHANNELS, FUTURE OOODATA LINK OR INTERNAL SOFTWARE LINK C6 ETHERNET VIA CATEGORY 6 CABLE FO FIBER OPTIC CABLE RADIO LINK-R--R--R-- AIR SUPPLY OR SIGNAL EQUIPMENT TYPE EQUIPMENT TAG NUMBERS INSTRUMENT LOOP NUMBERS LOOP NUMBER (4 DIGITS PLUS SUFFIX AS NEEDED) EQUIPMENT NUMBER TTTT-NNN NNNN PANEL NUMBERS EQUIPMENT TYPE (SAME AS TYPE OF ASSOCIATED EQUIPMENT) TTT-TTT-NNN PANEL NUMBER (SAME AS NUMBER OF ASSOCIATED EQUIPMENT) SERVICE PIPE TAG NUMBERS SIZE TTT-NN"-TTT PIPE MATERIAL FCP (VENDOR-FURNISHED), LCP (PROVIDED UNDER DIV 16 OR 17) NOTES 1.SYMBOLS AND NOMENCLATURE ARE BASED ON ISA STANDARDS S5.1, S5.2, S5.4 2.SEE ASSOCIATED ELECTRICAL AND MECHANICAL SYMBOL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 3.POWER SUPPLIES FOR LOOPS OR SYSTEMS SHALL BE FURNISHED BY THE INSTRUMENTATION SUPPLIER TO MEET THE PARTICULAR CHARACTERISTICS (E.G. VOLTAGE AND CURRENT REQUIREMENTS) OF COMPONENTS IN EACH LOOP OR SYSTEM 4.X(S) REQUIRED FOR ALL EQUIPMENT TYPES LESS THAN FOUR CHARACTERS. OUTPUT FUNCTION SUCCEEDING LETTERS USER'S CHOICE CONTROLLER MODIFIER BYPASS CLOSE, CLOSED DRIVE (VFD) MODIFIER DIFFERENTIAL ANALYSISA B C D FIRST LETTER USER'S CHOICE CONTROL STATION USER'S CHOICE HIGH LOW USER'S CHOICE SWITCH MULTIFUNCTION UNCLASSIFIED TRANSMIT MULTIFUNCTION UNCLASSIFIED OPEN RATIO MOMENTARY SCAN FLOW VOLTAGE (EMF) USER'S CHOICE CURRENT (ELECTRICAL) E F G H I LEVEL USER'S CHOICE K L M N J POWER SAFETY REMOTE CONTROL WELL QUANTITY RADIATION P Q R S MULTIVARIABLE VIBRATION TEMPERATURE PLC COMMAND U V T X Y W O USER'S CHOICE PRIMARY ELEMENT LIGHT (PILOT) RECORD OR PRINT MULTIFUNCTION UNCLASSIFIED Z DENSITY (MASS) OR SPECIFIC GRAVITY HAND SWITCH (SELECTOR SWITCH) READOUT OR PASSIVE FUNCTION ALARM OR PLC/DCS DISCRETE INPUT MEASURED OR INITIATING VARIABLE CONDUCTIVITY (ELECTRICAL) BURNER, COMBUSTION INDICATE OR PLC/DCS ANALOG INPUT ORIFICE (RESTRICTION) POINT (TEST CONNECTION) INTEGRATE OR TOTALIZE DRIVE, ACTUATOR OR UNCLASSIFIED FINAL CONTROL ELEMENT VALVE, DAMPER OR LOUVER MIDDLE OR INTERMEDIATE NOTIFY OR PLC/DCS DISCRETE INPUT MOISTURE OR HUMIDITY TIME OR TIME- SCHEDULE POSITION, DIMENSION, DIRECTION EVENT, STATE OR PRESENCE SPEED OR FREQUENCY PRESSURE OR VACUUM TIME RATE OF CHANGE COMPUTE, CONVERT, RELAY WEIGHT, TORQUE, OR FORCE INSTRUMENT IDENTIFICATION LETTERS TURBINE PUMP PISTON PUMP COMPRESSOR (PISTON) CHEMICAL FEED PUMP CHOPPER PUMP BLOWER (CENTRIFUGAL) HOSE PUMP COMPRESSOR (CENTRIFUGAL), OR TURBINE PROGRESSIVE CAVITY PUMPCENTRIFUGAL PUMP ROTARY LOBE PUMP OR BLOWER (POSITIVE DISPLACEMENT) CENTRIFUGAL WET PIT (OR DRY-PIT SUBMERSIBLE) PUMP GEAR PUMP INLINE GRINDER SCREW CENTRIFUGAL PUMP M VERTICAL MAGNETIC DRIVE PUMP MAG PUMP AND COMPRESSOR SYMBOLS M QUICK CONNECT ANNULAR DIAPHRAGM SEAL PULSATION DAMPENERCALIBRATION CYLINDER AIR FILTER STATIC MIXER AIR GAP MISCELLANEOUS SYMBOLS DRAIN HORN INJECTOR OR EDUCTOR HORN/STROBE LIGHT RUPTURE DISK VENT TO ATMOSPHERE M BASKET STRAINER FLEXIBLE HOSE ULTRASONIC LEVEL OR FLOW SENSOR LE XXX SUBMERSIBLE LEVEL (PRESSURE) SENSOR M LIT - PRESSURE TRANSMITTER WITH FLUSH-MOUNTED FLANGE SEAL VENTILATION FAN ELECTRIC MOTOR SPACE HEATER DIAPHRAGM SEAL ELECTRIC MOTOR BLIND FLANGE T-STRAINER MIXER ROTARY FEEDER EXPANSION TANK RADAR LEVEL SENSOR LIQUID LEVELCLEARWELLWETWELL/WELL REDUCER 41:AIT 000 XXXX ANALYSIS INDICATING TRANSMITTER XXX 000 FYXX XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 XXX 000 (ZZZ) H - HYDRAULIC D - DIGITAL * CONVERT B - BINARY E - VOLTAGE I - CURRENT P - PNEUMATIC A - ANALOG O - ELECTROMAGNETIC, SONIC R - RESISTANCE (ELECT.) INSTRUMENT AND FUNCTION SYMBOLS RATIOSUBTRACTOR SUMMING DIVIDING MULTIPLYING INTEGRAL EXTRACTION PROPORTIONAL DERIVATIVE ROOT COMPUTE PANEL MOUNTED PILOT LIGHT AVERAGING DIFFERENCE HIGH SELECTING LOW SELECTING PRIMARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR FIELD MOUNT AUXILIARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR NORMALLY INACCESSIBLE OR BEHIND THE PANEL DEVICES OR FUNCTIONS PID *ASTERISK IDENTIFIES FIELD INSTRUMENTS FURNISHED BY EQUIPMENT SUPPLIER OSC -OPEN/STOP/CLOSED POT -POTENTIOMETER RL - RAISE/LOWER RS -RUN/STOP RSL - RAISE/STOP/LOWER SD -SHUTDOWN SEL - SELECT SP -SET POINT SR - START/RESET SS - STOP/START AHC -AUTO/HOLD/CLOSE AM -AUTO/MANUAL DEV -DEVIATION FOR - FORWARD/OFF/REVERSE MOA- MANUAL/OFF/AUTO HOR - HAND/OFF/REMOTE LOS - LOCKOUT STOP LR - LOCAL/REMOTE 00 - ON / OFF OCA - OPEN/CLOSE/AUTO DESIGNATIONS OF CONTROL FUNCTIONS (ZZZ) ASSOCIATED WITH INSTRUMENT OR OTHER COMPONENTS. SINGLE INSTRUMENT OR OTHER COMPONENT HAVING MULTIPLE FUNCTIONS OR SHARING A COMMON HOUSING XXX 000 TT INSTRUMENT PANEL MOUNTED WITH COMPUTING OR CONVERTING FUNCTION NON-ANALYTICAL FIELD INSTRUMENTS NOT IDENTIFIED BY SYMBOLS TD - THERMAL DISPERSION TT = R - RADAR SHARED DISPLAY, SHARED CONTROL (OIT, HMI) DISCRETE INSTRUMENTS COMPUTER FUNCTION PROGRAMMABLE LOGIC CONTROL BISECTED HEXAGON ADJACENT TO EQUIPMENT ITEM INDICATES THAT THE ELECTRICAL DEVICES (SWITCHES, CONTROL STATIONS, CONTROL PANELS, MCC COMPARTMENTS, WIRING, ETC.) AND SCADA DEVICES (I/O POINTS, HMI OBJECTS, ETC) FOR THE EQUIPMENT ITEM WITH THE LOOP NUMBER IN THE TOP OF THE HEXAGON ARE THE SAME AS THOSE FOR THE EQUIPMENT ITEM WITH THE LOOP NUMBER IN THE BOTTOM OF THE HEXAGON. XXX 000 X SUFFIX TO DIFFERENTIATE BETWEEN DIFFERENT INSTRUMENTATION DEVICES WITH THE SAME LOOP NUMBER AND INSTRUMENT IDENTIFICATION. RF - ADMITTANCE/CAPACITANCE 1113 1111 VALVE SYMBOLS PUMP CONTROL VALVE SLUICE GATE ANGLE VALVE PLUG VALVEGATE VALVE BUTTERFLY VALVE SWING CHECK VALVE AIR VACUUM RELIEF VALVE NEEDLE VALVE BALL VALVE (3 WAY)3-WAY BALL VALVE AIR RELEASE VALVE PRESSURE RELIEF OR SAFETY VALVE BACKFLOW PREVENTOR WAFER-TYPE CHECK VALVE STOP LOGS THROUGH PLUG VALVE SLIDE/WEIR GATE VALVE DIAPHRAGM PINCH VALVE ROTARY VALVE GLOBE VALVE BALL VALVE BALL CHECK VALVE COMB VAC/PRESSURE RELIEF VALVE BACKPRESSURE REGULATOR (PSV) PRESSURE-REDUCING REGULATOR (PRV) DAMPER MECHANICAL FLOW CONTROL VALVE (OFCV) KNIFE GATE MAGNETIC FLOWMETER M VORTEX SENSOR SONIC FLOW METER "DOPPLER" OR "TRANSIT TIME" TEXT MAY BE ADDED FI XXXXX VARIABLE AREA INDICATING ROTAMETER(R) ORIFICE PLATE (MOUNTED IN FLANGE UNION) POSITIVE-DISPLACEMENT TYPE VENTURI/INSERT TYPE FLOW TUBE SINGLE PORT PITOT TUBE PADDLE WHEEL FLUME WEIR TURBINE-OR PROPELLER TYPE ELECTROHYDRAULICVALVE ACTUATOR ELECTRO- PNEUMATIC CONVERTER ROTARY MOTOR M SOLENOID S HAND WHEELPNEUMATIC XXXX = ALK - ALKALINITY CH4 -METHANE CONCENTRATION CL2 -CHLORINE CONCENTRATION COMB -COMBUSTIBLE GAS CON -CONDUCTIVITY DO -DISSOLVED OXYGEN IR -INFRARED H2S -HYDROGEN SULFIDE LEL -LOWER EXPLOSIVE LIMIT MEOH -METHANOL VAPOR CONCENTRATION O2 -OXYGEN CONCENTRATION O3 -OZONE ORP -OXIDATION/REDUCTION POTENTIAL PETRO -PETROLEUM VAPOR PH -HYDROGEN ION CONCENTRATION SO2 -SULFUR DIOXIDE TH -TOTAL HARDNESS TSS -TOTAL SUSPENDED SOLIDS TURB-TURBIDITY UV -ULTRAVIOLET Y-STRAINERAIR/ VACUUM VALVE IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA G-I-10 GENERAL INSTRUMENTATION SYMBOLS AND LEGENDD. EDWARDS LINE SYMBOLS AND LEGEND C6 ETHERNET VIA CATEGORY 6 CABLE FO FIBER OPTIC CABLE PLC (PROGRAMMABLE LOGIC CONTROLLER) / RTU (REMOTE TELEMETRY UNIT) MODEM RADIO COAXIAL HICKORY CREEK DETENTION FACILITY RTU PANEL RS232 CABLE WEST PEAK FLOW PUMP STATION RTU PANEL RS232 CABLE EXISTING SCADA NETWORK IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA G-I-11 GENERAL INSTRUMENTATION CONTROL SYSTEM ARCHITECTURED. EDWARDS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. WITT G-HC-12 HICKORY CREEK DETENTION FACILITY GENERAL HYDRAULIC PROFILE D. NAILOR 590 580 570 560 550 600 WEIR EL 552.00 LPTEL 580.00 530 540 610 620 630 590 580 570 560 550 600 530 540 610 620 630 INV FL EL 548.00 INV FL EL 545.75 EL VARIES EL 564.00 INV FL EL 549.46 EL 551.46 WS EL 553.9 @ 24 MGD W EL 550.86 @ 24 MGD HWSEL 549.00 LWSEL 544.00 EL VARIES EL VARIES WSEL 614.25 LPT EL 538.25 EXISTING 30"-RS 100-YR FLOODPLAIN ELEVATION ~ 571.00 HCDF PUMP STATION STORAGE TANK HCDF DIVERSION STRUCTURE 48" RS 30" RS EL 580.50 HICKORY CREEK INTERCEPTOR MANHOLE EXISTING 30" RS INV EL 546.49 INV FL EL 552.00 RIM EL 561.28 24" PDR 12" PDR NOTES: 1.MANHOLES AND VALVES NOT SHOWN FOR SIMPLICITY. LIC NESE D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. WITT G-PC-13 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION GENERAL HYDRAULIC PROFILE D. NAILOR 570 560 550 540 530 580 EL 562.75 510 520 590 600 610 EL 541.17 HWSEL 542.00 LWSEL 535.00 570 560 550 540 530 580 510 520 590 600 610 FL INV EL 539.19 EXISTING 42" RS 42" RS WEIR EL 542.69 FL INV EL 538.50 36" RS EXISTING 42" RS LOW FL INV EL 542.0 ± HWSEL 571.50 WSEL 545.05 @ 30 MGD EL VARIESEL 555.50 FL INV EL 539.19 W EL 544.52 @ 30 MGD EL 567.00EL VARIES EL VARIES EXISTING EQUALIZATION BASIN WEST PEAK FLOW PUMP STATION NOTES: 1.MANHOLES AND VALVES NOT SHOWN FOR SIMPLICITY. APPROXIMAT FLEL 563.2± LIC NESE D 113114 BRANDT N. MILLER FL=588.38 FL=587.70 B1 B2 B3 B4 B5 B6 B7 B8 SOIL BORING POINT # 1 2 3 4 5 6 7 8 NORTHING 7109828.67 7109673.44 7109759.54 7109738.37 7109691.34 7109755.19 7109804.14 7109815.13 EASTING 2382277.65 2382327.76 2382276.03 2382212.48 2382277.65 2381963.19 2382052.45 2382113.12 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM PLAN B. MILLER S. NASH C-HC-01 HICKORY CREEK DETENTION FACILITY CIVIL OVERALL SITE PLAN J. LONDON PROPOSED EQ TANK FUTURE EQ TANK ODOR CONTROL EQUIPMENT PAD HCDF PUMP STATION ELECTRICAL PAD 100-YR FLOOD BFE 571 SEE G-C-05 NOTES 500-YR FLOOD BFE 572 SEE G-C-05 NOTES FLOOD ZONE AE SEE G-C-05 NOTES FLOOD ZONE X SEE G-C-05 NOTES C.P. 9 LIMITS OF DISTURBANCE ACCESS ROAD B SEE SHEET C-HC-06 BOOSTER PUMP STATION PAD GRAVEL ACCESS DRIVE (BY CITY) CONTRACTOR STAGING AREA VALVE VAULT C.P. 7 C.P. 8 C.P. 10 DIVERSION STRUCTURE C.P. 6 C.P. 5 GRAVEL ACCESS DRIVE (BY OTHERS)BREAKLINE BFOR CONTINUATION SEELOCATION MAP ON G-C-05BREAK LINE A FOR CONTINUATION SEE LOCATION MAP ON G-C-05 LIMITS OF DISTURBANCE C.P. 2 C.P. 11 C.P. 1 ENVIRONMENTALLY SENSITIVE AREA 1 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 2 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 3 SEE G-C-05 NOTES KANSAS CITY SOUTHERN RAILROAD CENTERLINE KANSAS CITY SOUTHERN RALIRAOD 40 80'080 1"=80'-0" HICKORY CREEK CENTERLINE BENT TREE ESTATES ACCESS ROAD A SEE SHEET C-HC-05 COUNTRY CLUB ROAD(FM 1830)PROPERTY LINE, TYP HICKORY CREEK INTERCEPTOR EXISTING 30' CROSSTEX CCNG TRANSMISSION RIGHT-OF-WAY AND ESMT LIC NES E D 113114 BRANDT N. MILLER EDGE OF W A T E R ED G E O F W A T E R 5985 9 7 59 8 60 0 59859 5 59 2 597 599 565 562562561559558 563 599594595 596 597 595 596 591581575574573572571570569568568568 565 570 565 563564565570572574576578580585588580578576575574572592581573572571570591599581573572571 564565 568 57 0 572 573574 5 6 8 5 7 1 56 6 5 6 6 568568 568565563566 5 6 4 57 0 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM 0 40'20 SCALE: 1" = 40' 40 PLAN REMOVE TREE, TYP NOTES: 1.WHILE CONSTRUCTION ACTIVITIES ARE ONGOING, CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO MAINTAIN SECURITY OF THE SITE AT ALL TIMES. PRIOR TO THE END OF CONSTRUCTION ACTIVITIES, PERMANENT FENCING TO BE INSTALLED. 2.ALL TREES TO REMAIN IN PLACE EXCEPT WHERE REMOVAL IS INDICATED ON DRAWINGS OR WHERE SPECIFICALLY APPROVED BY THE OWNER. CONTRACTOR SHALL REMOVE FROM THE SITE ALL CUT DOWN TREES, TREE REFUSE, TREE STUMPS, ROOT SYSTEMS, BRUSH OR OTHER REMAINING DEBRIS. IF NO WORK IS PROPOSED IN THE AREA OF TREE REMOVAL, CONTRACTOR SHALL ROUGH GRADE AREA AND ESTABLISH VEGETATIVE COVER. 3.TREES 6-INCH IN DIAMETER AND LARGER ARE SHOWN. ALL TREES 6-INCH AND SMALLER SHALL BE REMOVED AS REQUIRED FOR THE WORK. TREE REMOVAL WITHIN ENVIRONMENTALLY SENSITIVE AREA SHALL BE MINIMIZED. B. MILLER S.NASH C-HC-02 HICKORY CREEK DETENTION FACILITY CIVIL TREE REMOVAL AND PROTECTION PLAN J. LONDON 100-YR FLOOD BFE 571 SEE G-C-05 NOTES 500-YR FLOOD BFE 572 SEE G-C-05 NOTES FLOOD ZONE AE SEE G-C-05 NOTES FLOOD ZONE X SEE G-C-05 NOTESENVIRONMENTALLY SENSITIVE AREA 3 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 2 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 1 SEE G-C-05 NOTES LIMITS OF DISTURBANCE HICKORY CREEK CENTERLINESEE SHEET C-HC-07 ANDC-HC-08 FORCONTINUATION AND TREEREMOVAL REQUIREMENTSSEE SHEET C-HC-11 ANDC-HC-12 FORCONTINUATION AND TREEREMOVAL REQUIREMENTSTREE PROTECTION FENCE, TYP LIC NES E D 113114 BRANDT N. MILLER EDGE OF WATE R ED G E O F W A T E R 5985 9 7 59 8 60 0 5 9 5 5985 8 8 5 9 0 5 9 5 59 1 59 5 59 2 596597 599 5 9 55955 9 4 596 565 562562561559558 563 594595 596 597 595 596 575574573572571570569568568568 565 570 565 563564565570572574576578580585588580578576575574572573572571570573572571588565 568 570572573574 5 6 8 5 7 1 56 6566 568568565563 5665 6 4 57 0 FL=587.70 5855905985905955995 8 5 5 9 0 574584 582 580 590 585 593 5905755 8 0580 580576 579.14 582.87 582.09 581.11 580.1 3 580.14580.53 580.93581.21580.32580.72 581.12 581.50 580. 0 0 580.00 579.82579.82 579.00 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM 0 40'20 SCALE: 1" = 40' 40 PLAN PROPOSED EQ TANK FUTURE EQ TANK LIMITS OF DISTURBANCE VALVE VAULT B. MILLER S.NASH C-HC-03 HICKORY CREEK DETENTION FACILITY CIVIL GRADING AND EROSION CONTROL PLAN J. LONDON 500-YR FLOOD BFE 572 SEE G-C-05-NOTES ODOR CONTROL EQUIPMENT PAD HCDF PUMP STATION ELECTRICAL PAD BOOSTER PUMP STATION PAD ACCESS ROAD B SEE C-HC-05 SEE SHEET C-HC-11 FORCONTINUATIONSEE SHEET C-HC-10 FORCONTINUATIONCONSTRUCTION STAGING AREA DIVERSION SWALE 12" DEEP SWALE, 4:1 SIDE SLOPES, USE TEMPORARY LINING WITH MIN SHEAR STRESS OF 2.00 LBS/SF ENVIRONMENTALLY SENSITIVE AREA 3 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 2 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 1 SEE G-C-05 NOTES RECM SLOPE STABILIZATION, TYP NOTE: 1. SEE EROSION, SEDIMENTATION AND POLLUTION CONTROL NOTES ON SHEET G-04. TOTAL AREA:7.7 AC EXIST IMPERV.0 AC NEW IMPERV.1.2 AC TOTAL IMPERV.1.2 AC % IMPERV.16 % STABILIZED CONSTRUCTION ENTRANCE FLOOD ZONE X SEE G-C-05 NOTES 100-YR FLOOD BFE 571 SEE G-C-05 NOTES FLOOD ZONE AE SEE G-C-05 NOTES 0227033 TREE PROTECTION FENCE, TYP 0227011R 0227033 0257701 0227011R 0227014 HICKORY CREEK CENTERLINE CHECK DAM, TYP 0227029 FF = 582.00 LIC NES E D 113114 BRANDT N. MILLER 1 2 3 4 5 6 8 9 10 11 12 13 1415 16 17 18 19 22 24 7 46 47 48 49 50 STAKING TABLE POINT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 46 47 48 49 50 NORTHING 7109523.12 7109528.02 7109644.81 7109645.03 7109645.92 7109748.53 7109736.38 7109731.90 7109760.01 7109760.01 7109649.43 7109587.31 7109760.01 7109755.51 7109764.51 7109535.30 7109769.30 7109769.30 7109535.30 7109467.76 7109477.76 7109555.01 7109649.43 7109797.28 7109850.09 7109850.09 7109796.67 7109641.12 EASTING 2382373.68 2382354.29 2382184.13 2382181.40 2382168.97 2382186.33 2382187.97 2382192.16 2382189.57 2382365.73 2382365.73 2382373.57 2382277.65 2382180.25 2382169.26 2382378.17 2382185.80 2382143.36 2382143.29 2381419.99 2381430.45 2382247.65 2382615.73 2382185.80 2382238.61 2382314.31 2382367.73 2382167.79 DESCRIPTION EOP EOP EOP STRUCTURE STRUCTURE STRUCTURE EOP STRUCTURE EOP EOP EOP EOP TANK CENTER VAULT VAULT FENCE FENCE FENCE FENCE STRUCTURE STRUCTURE RADIUS RADIUS FENCE FENCE FENCE FENCE ANTENNA 10 20'020 1"=20'-0" IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER S.NASH C-HC-04 HICKORY CREEK DETENTION FACILITY CIVIL STAKING AND YARD PIPING PLAN J. LONDON PROPOSED EQ TANK FUTURE EQ TANK LIMITS OF DISTURBANCE, TYP VALVE VAULT ODOR CONTROL EQUIPMENT PAD ELECTRICAL PAD BOOSTER PUMP STATION PAD ACCESS ROAD B SEE C-HC-05 SEE SHEET C-HC-11 FORCONTINUATIONSEE SHEET C-HC-07 FORCONTINUATIONR110'R130' R250'R 88.1'12"-PD-PVC SEE C-HC-10 48"-RS-FRP SEE C-HC-08 18" FA-FRP 24"-PD-PVC 6"-NPW-PVC SEE C-HC-11 8" PW-PVC SEE C-HC-11 6"-FA-FRP ACCESS GATE CHAIN LINK FENCE SHALL BE INSTALLED 2' FROM EDGE OF PAVEMENT, TYP 4"-PD-PVC 6"-PD-PVC 3"-PD-PVC HCPF PUMP STATION BACKFLOW PREVENTOR 0244400 0244400 COMMUNICATIONS ANTENNA LIC NES E D 113114 BRANDT N. MILLER PROCESS PIPING STAKING TABLE POINT # 31 32 35 38 39 40 41 42 NORTHING 7109743.57 7109752.34 7109675.73 7109741.81 7109726.17 7109689.70 7109687.44 7109739.18 EASTING 2382164.63 2382174.75 2382196.02 2382157.20 2382156.03 2382153.32 2382157.40 2382187.10 DESCRIPTION 45 BEND 45 BEND 45 BEND 45 BEND TEE 45 BEND 45 BEND 45 BEND FL INV EL 1894.566 1894.566 569.750 571.170 571.000 570.500 570.420 1608.263 B3 B4 B5 31 32 35 38 39 40 41 42 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM ENG CAD C-HC-04A CIVIL YARD PIPING AND STAKING PLAN ENG 5 1"=10'-0" 10 0 10' PROPOSED EQ TANK FUTURE EQ TANK LIMITS OF DISTURBANCE, TYPSEE SHEET C-HC-07 FORCONTINUATION12"-PD-PVC SEE C-HC-10 48"-RS-FRP SEE C-HC-08 18" FA-FRP 24"-PD-PVC 6"-NPW-PVC SEE C-HC-11 CHAIN LINK FENCE SHALL BE INSTALLED 2' FROM EDGE OF PAVEMENT, TYP 6"-PD-PVC 3"-PD-PVC HCDF PUMP STATION 0244400 VALVE VAULT BOOSTER PUMP STATION PAD ODOR CONTROL EQUIPMENT PAD ELECTRICAL PAD LIC NES E D 113114 BRANDT N. MILLER A P P RO X IM A T E C E N T E R L I N E O F C R E E K TO P O F B ANK APPROX CL CREEK TOP OF BANK TOP OF BANK 565 562 561 559 558 56 35645655 6 5 5 6 4 56356 3 56 4 562 5615625625625605605595 6 5 5 6 8 570572 573 574 565 563 4 0 3 L F 4 8 " P V C S S 48"-RS-FRP 12"-PD-PVC SEE DWG C-HC-09 FOR PLAN & PROFILE STA 4+00.25 SSMH 2 (7' ∅) W/ WATERTIGHT COVER N: 7109721.99 E: 2381762.65 FLOOD ZONE "AE" SEE G-C-05 NOTES EX 30" HICKORY CREEK INTERCEPTOR STA 1+35.06 SSMH 1 (7' ∅) W/ WATERTIGHT COVER N: 7109573.70 E: 2381542.78 48"-RS-FRP LIMITS OF DISTURBANCE, TYP SEE G-C-05 NOTES 20'ENVIRONMENTALY SENSITIVE AREA 2 SEE G-C-05 NOTES ENVIRONMENTALY SENSITIVE AREA 1 SEE G-C-05 NOTES ENVIRONMENTALY SENSITIVE AREA 3 SEE G-C-05 NOTES 30'SEE NOTE 1 HICKORY CREEK INTERCEPTOR EX SSMH STA 0+00 CONNECT TO DIVERSION STRUCTURE 1+00 2+00 3+00 4+00 5 + 0 0 6 + 0 0 STA 1+35.06 SSMH 1 (7' ∅) W/ WATERTIGHT COVER N: 7109573.70 E: 2381542.78 STA 1+35.06 SSMH 1 (7' ∅) W/ WATERTIGHT COVER N: 7109573.70 E: 2381542.78 STA 1+35.06 SSMH 1 (7' ∅) W/ WATERTIGHT COVER N: 7109573.70 E: 2381542.78 DIVERSION STRUCTURE SEE DWG S-HC-01 N: 7109490.22 E: 2381423.51 N: 7109484.19 E: 2381439.42 535 540 545 550 555 560 565 570 575 580 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 EX GROUND OVER CL OF PIPE FL EX 30" OUT: 549.46 (S)FL EX 30" IN: 549.46 (N)RIM: 564.00DIVERSION STRUCTURE 48"-RS-FRP @ 0.28% SLOPE FL 48" OUT: 546.48 (E)FL 48" IN: 546.68 (SW)STA 4+00.25RIM: 563.24SSMH 2 48"-RS-FRP @ 0.28% SLOPE FL 48" OUT: 547.42 (NE)FL 48" IN: 547.62 (SW)STA 1+35.06RIM: 562.09SSMH 1FL 547.72FL 547.24FL 546.96FL 546.59FL 546.20STA 0+00.00 FL 548.00 @ DIVERSION STRUCTURE WALL 500 LF 48" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUT EX 30" SS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-07 HICKORY CREEK DETENTION FACILITY CIVIL 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE I J. LONDON NOTES: 1.CONTRACTOR SHALL LIMIT TREE REMOVAL WITHIN ENVIRONMENTALLY SENSITIVE AREAS. CONTRACTOR SHALL FIELD VERIFY EXTENT OF TREE REMOVAL REQUIRED. CONTRACTOR SHALL MARK TREES FOR REMOVAL AND NOTIFY OWNER. OWNER WILL PROVIDE APPROVAL FOR TREE REMOVAL. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES AND REFUSE AT NO ADDITIONAL COST TO THE OWNER. 2.CONTRACTOR SHALL FIELD VERIFY MATERIAL OF THE EXISTING 30-INCH SANITARY SEWER PRIOR TO CONSTRUCTION OF THE DIVERSION STRUCTURE AND DEMOLITION OF THE EXISTING PIPE. REGARDLESS OF THE PIPE MATERIAL, CONTRACTOR SHALL DEMOLISH THE EXISTING PIPE TO EXTENTS SHOWN AT NO ADDITIONAL COST TO THE OWNER. 3.CONNECTION TO EXISTING 30-INCH SHALL BE MADE IN OFF-PEAK HOURS, TIME TO BE COORDINATED WITH THE OWNER. NO ADDITIONAL PAYMENT WILL BE MADE FOR BYPASS PUMPING, IF REQUIRED TO COMPLETE THE CONNECTION. 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 5+00 SEE DWG C-HC-08LIC NES E D 113114 BRANDT N. MILLER 540 545 550 555 560 565 570 575 580 585 5+00 6+00 7+00 8+00 9+00 EX GROUND OVER CL OF PIPE 48"-RS-FRP @ 0.28% SLOPE NEW GRADE OVER CL OF PIPE HCPF PUMP STATION SEE DWG M-HC-06 FL 545.91FL 545.63FL 545.34STA 8+03.21 FL 545.33 @ HCPF PUMP STATION WALL 303 LF 48" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUTFL 546.20EDGE OF WATER APPRO X C L C R E E K APP R O X C L C R E E K TOP O F B A N K TOP O F B A N K 565 562562561559558 563 575574573572571570569568568568 565 570 565 573572571565 568 570572573 574 5 6 8 5 7 1 56 6 568565563566 5 6 4 57 0 40'FLOOD ZONE "AE" SEE G-C-05 NOTES FUTURE EQ TANK5745805755 8 0580 ODOR CONTROL EQUIPMENT PAD HCPF PUMP STATION 5+00 6+00 7+00 8+00 48"-RS-FRP 12"-PD-PVC SEE DWG C-HC-10 FOR PLAN & PROFILE ZONE "X" (SHADED) SEE G-C-05 NOTES ELECTRICAL PAD LIMITS OF DISTURBANCE, TYP SEE NOTE 1 VALVE VAULT BOOSTER PUMP STATION PAD PROPOSED EQ TANK 100-YR FLOOD BFE 572 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 3 SEE G-C-05 NOTES 6"-NPW-PVC SEE DWG C-HC-11 FOR PLAN & PROFILE 100-YR FLOOD BFE 571 SEE G-C-05 NOTES SUMP PUMP MANHOLE ENVIRONMENTALLY SENSITIVE AREA 2 SEE G-C-05 NOTES 30'STA 8+03.21 CONNECT TO HCDF PUMP STATION IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-08 HICKORY CREEK DETENTION FACILITY CIVIL 48-in GRAVITY DIVERSION PIPELINE PLAN AND PROFILE II J. LONDON NOTES: 1.CROSSING WATERS OF THE UNITED STATES. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE NATIONWIDE PERMIT 12. 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 5+00 SEE DWG C-HC-07LIC NES E D 113114 BRANDT N. MILLER A P P RO X IM A T E C E N T E R L I N E O F C R E E K TO P O F B AN K 562 561 559 5585645655 6 5 5 6 4 56356 3 56 4 562 5615625625625605605590+00 1+00 2+00 3+00 4+0 0 48"-RS-FRP SEE DWG C-HC-07 FOR PLAN & PROFILE EX 30" HICKORY CREEK INTERCEPTOR STA 3+91.68 12" 22.5° HORIZ BEND N: 7109736.00 E: 2381747.6512"-PD-PVC LIMITS OF DISTURBANCE, TYP SEE G-C-05 NOTES20'STA 0+00.00 EX SSMH (5' ∅) CONNECT TO N: 7109516.99 E: 2381422.93 FLOOD ZONE "AE" SEE G-C-05 NOTES ENVIRONMENTALY SENSITIVE AREA 2 SEE G-C-05 NOTES ENVIRONMENTALY SENSITIVE AREA 1 SEE G-C-05 NOTES ENVIRONMENTALY SENSITIVE AREA 3 SEE G-C-05 NOTES 30'535 540 545 550 555 560 565 570 575 580 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 EX GROUND OVER CL OF PIPE STA 3+91.6812" 22.5° HORIZ BENDSTA 0+00.00RIM: 563.17FL 12" IN: 552.00 (NE)FL 27" IN: 549.5 +/- (N)FL 30" OUT: 549.5 +/- (S)EX SSMH4' MIN COVER, TYP 12"-PD-PVC @ 1.21% SLO P E FL 552.56FL 553.17FL 554.37FL 555.58FL 556.78450 LF 12" PVC (C900 DR 25) BY OPEN CUT FL 557.39EX 30"-RS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-09 HICKORY CREEK DETENTION FACILITY CIVIL 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE I J. LONDON 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 4+50 SEE DWG C-HC-10NOTES: 1.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. 2.CONNECTION TO EXISTING 30-INCH SHALL BE MADE IN OFF-PEAK HOURS, TIME TO BE COORDINATED WITH THE OWNER. NO ADDITIONAL PAYMENT WILL BE MADE FOR BYPASS PUMPING, IF REQUIRED TO COMPLETE THE CONNECTION. LIC NES E D 113114 BRANDT N. MILLER 545 550 555 560 565 570 575 580 585 590 4+50 5+00 6+00 7+00 8+00 9+00 10+00 EX GROUND OVER CL OF PIPE NEW GRADE OVER CL OF PIPE SEE C-HC-06 FOR CONTNUATION VALVE VAULT SEE M-HC-08 STA 5+83.4412" 11.25° HORIZ BEND4' MIN COVER, TYP STA 7+82.9012" 22.5° VERT BENDFL 561.40STA 8+17.4012" 22.5° VERT BENDFL 575.7712"-PD-PVC @ 41.66% SLOPE12"-PD-PVC @ 1.21% SLO P E STA 8+21.90 CONNECT TO PIPING AT VALVE VAULT FL 575.25 SEE DWG M-HC-08 FL 557.99FL 559.20FL 560.40FL 568.53367 LF 12" PVC (C900 DR 25) BY OPEN CUTFL 557.39EDGE OF WATER APPRO X C L C R E E K APP R O X CL C RE E K TOP O F B A N K TOP O F B A N K565 562562561559558 563 575574573572571570569568568568 565 570 565 572573572571565 568 570 572 573 574 5 6 8 5 7 1 56 6 568565563566 5 6 4 57 0 574580575 5 8 0580STA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BEND 5+00 6+00 7+00 8+00 48"-RS-FRP SEE DWG C-HC-08 FOR PLAN & PROFILE 12" - PD - PVC LIMITS OF DISTURBANCE, TYP PROPOSED EQ TANK SEE NOTE 1 STA 8+27.40 N: 7109774.23 E: 2382179.52 SEE M-HC-08 VALVE VAULT ODOR CONTROL EQUIPMENT PAD HCDF PUMP STATION ELECTRICAL PAD BOOSTER PUMP STATION PAD PROPOSED EQ TANK FLOOD ZONE "AE" SEE G-C-05 NOTES ZONE "X" (SHADED) SEE G-C-05 NOTES 100-YR FLOOD BFE 572 SEE G-C-05 NOTES ENVIRONMENTALLY SENSITIVE AREA 3 SEE G-C-05 NOTES 6"-NPW-PVC SEE DWG C-HC-11 FOR PLAN & PROFILE 100-YR FLOOD BFE 571 SEE G-C-05 NOTES SUMP PUMP MANHOLE ENVIRONMENTALLY SENSITIVE AREA 2 SEE G-C-05 NOTES 30'STA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BENDSTA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BENDSTA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BENDSTA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BENDSTA 5+83.44 N: 7109774.23 E: 2381935.56 12" 11.25° HORIZ BEND STA 8+21.90 CONNECT TO VALVE VAULT IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-10 HICKORY CREEK DETENTION FACILITY CIVIL 12-in GRAVITY RETURN PIPELINE PLAN AND PROFILE II J. LONDON 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 4+50 SEE DWG C-HC-09NOTES: 1.CROSSING WATERS OF THE UNITED STATES. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE NATIONWIDE PERMIT 12. 2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. LIC NES E D 113114 BRANDT N. MILLER 5 9 8 596 597 585590598574580 5905 8 0580 5800+00 1+00 2+00 3+00 4+00 8"-PW-PVC CONNECT 6"-NPW-PVC TO 6" TEE, SEE DWG M-HC-06 24"-PD-PVC STA 0+68.68 6" 11.25° HORIZ BEND N 7109689.46 E 2382260.23 FUTURE EQ TANK PUMP STATION LIMITS OF DISTURBANCE, TYP 30'VALVE VAULT BOOSTER PUMP STATION PAD PROPOSED EQ TANK 30'6"-NPW-PVC STA 2+86.29 AIR & VACUUM RELEASE VALVE - TYPE 2 N 7109703.77 E 2382476.84 STA 1+71.21 6" 11.25° HORIZ BEND N 7109703.77 E 2382361.75 STA 1+92.61 8"X6" REDUCER N 7109703.77 E 2382383.16 598597598600595598 592592593594595596597588591590595 5905925915955925965975995955955935945 9 6 591590589FL = 5 8 8 . 3 8 FL = 5 8 7 . 7 0 4 + 0 0 5+00 6+00 7+00 8" - P W - P V C STA 4+55.26 8" 22.5° HORIZ BEND N 7109705.50 E 2382645.58 STA 4+48.54 8" 11.25° HORIZ BEND N 7109703.77 E 2382639.08 STA 6+42.25 8" 45° HORIZ BEND N 7109812.74 E 2382798.76 STA 6+67.76 8" 11.25° HORIZ BEND N 7109808.31 E 2382823.88 STA 6+73.23 8" 45° HORIZ BEND N 7109808.47 E 2382829.34 BORE PIT SEE NOTE 1 BORE PIT SEE NOTE 1 SEE NOTE 2 75'±50'± KANSAS CITY SOUTHERN (KCS) RAILWAY PROPERTY BOUNDARY 8"-PW-PVC SEE NOTE 230'30'LIMITS OF DISTURBANCE, TYP 30'30'30'30'STA 6+52.51 AIR & VACUUM RELEASE VALVE - TYPE 2 N 7109810.96 E 2382808.86 STA 2+86.29 AIR & VACUUM RELEASE VALVE - TYPE 2 N 7109703.77 E 2382476.84 EXISTING KCS RAILROAD 8"-PW-PVC IN 16"-24" STEEL CASING SEE DETAIL U208A30'565 570 575 580 585 590 595 600 605 610 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25STA 4+48.548" 11.25° HORIZ BEND36" MIN STA 4+55.268" 22.5° HORIZ BENDSTA 6+42.258" 45° HORIZ BENDSTA 6+67.768" 11.25° HORIZ BENDSTA 6+73.238" 45° HORIZ BENDEX GROUND OVER CL OF PIPE 4' MIN COVER, TYP NEW GRADE OVER CL OF PIPE STA 2+85.298" 11.25° VERT BENDSTA 6+47.258" 45° VERT BENDSTA 1+97.56 8" 11.25° VERT BEND STA 4+69BEGIN CASING, INV 582.4818" MIN STA 1+92.61 8"X6" ECCENTRIC REDUCER 24"-PD-PVC CL NEW SWALE193 LF 6" PVC (C900 DR 18) BY OPEN CUT FL 574.23FL 574.45STA 2+86.29AIR & VACUUM RELEASEVALVE - TYPE 2STA 6+29END CASING, INV 583.28STA 6+52.51AIR & VACUUM RELEASEVALVE - TYPE 2STA 6+51.518" 45° VERT BENDFL 592.22FL 591.69FL 583.80FL 588.89276 LF 8" PVC (C900 DR 18) BY OPEN CUT 160 LF 8" PVC (C900 DR 18) BY OTHER THAN OPEN CUT 96 LF 8" PVC (C900 DR18) BY OPEN CUT STA 1+71.21 6" 11.25° HORIZ BEND STA 0+68.68 6" 11.25° HORIZ BEND 6"-NPW-PVC 8"-PW-PVC 8"-PW-PVC 8"-PW-PVCCONNECT TO 6" TEE FL EL 574.50 BORE PIT CASING @ 0.5% SLOPE FL 574.40FL 582.90FL 583.308"-PW-PVC STA 4+00.208" 22.5° VERT BENDSTA 4+21.708" 22.5° VERT BENDFL 584.03FL 588.34BORE PIT 11'-9"±EX 12" CMP IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-11 HICKORY CREEK DETENTION FACILITY CIVIL 6-in & 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE I J. LONDON NOTES: 1.BORE PIT DIMENSIONS TO BE DETERMINED BY CONTRACTOR. 2.CONTRACTOR SHALL ROUTE WATER PIPELINE TO MINIMIZE NEED TO REMOVE TREES. CONTRACTOR SHALL MARK TREES FOR REMOVAL AND NOTIFY OWNER. OWNER WILL PROVIDE APPROVAL FOR TREE REMOVAL. 3.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 4+00MATCH LINE STA 4+00MATCH LINE STA 7+25 SEE DWG C-HC-12LIC NES E D 113114 BRANDT N. MILLER 5965975985996006005998"-PW-PVC 8+00 9+00 10+00 11+0011+50 STA 10+96.19 8" 45° HORIZ BEND N 7110116.21 E 2383119.51 STA 11+44.53 8" GATE VALVE & BOX N 7110164.55 E 2383119.12 (SEE DETAIL W601) CONNECT TO EX 8" PW SEE NOTE 1 CONCRETE PAVEMENT REPAIR PER CITY STANDARDS. LIMITS INDICATED ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL LIMITS OF REPAIR. COST SUBSIDIARY TO PIPE INSTALLATION. LIMITS OF DISTURBANCE, TYP 15'15'1 5 ' 1 5 ' CREE K BE N D D R REPLACE GUARDRAIL SEE NOTE 4 565 570 575 580 585 590 595 600 605 610 7+25 8+00 9+00 10+00 11+00 12+00 CONNECT TO EX 8" PW SEE NOTE 2 STA 10+96.198" 45° HORIZ BENDSTA 11+44.538" GATE VALVE & BOX4' MIN COVER, TYP FL 590.04FL 591.19FL 592.34FL 593.518"-PW-PVC 425 LF 8" PVC (C900 DR 18) BY OPEN CUT FL 594.06±EX GROUND OVER CL OF PIPE IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-HC-12 HICKORY CREEK DETENTION FACILITY CIVIL 8-in WATER SUPPLY PIPELINE PLAN AND PROFILE II J. LONDON 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30'MATCH LINE STA 7+25 SEE DWG C-HC-11NOTES: 1.CONTRACTOR SHALL ROUTE WATER PIPELINE TO MINIMIZE NEED TO REMOVE TREES. CONTRACTOR SHALL MARK TREES FOR REMOVAL AND NOTIFY OWNER. OWNER WILL PROVIDE APPROVAL FOR TREE REMOVAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR TREE REMOVAL. 2.CONTRACTOR SHALL VERIFY FLOW LINE OF EXISTING 8" PW AT CONNECTION LOCATION. 3.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. 4.CONTRACTOR SHALL TEMPORARILY REMOVE EXISTING GUARDRAIL AS REQUIRED FOR CONSTRUCTION, REINSTALL UPON COMPLETION, AND, IF DAMAGED, REPLACE EXISTING GUARD RAIL TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. 5.CONCRETE REMOVAL AND REPLACEMENT SHALL BE FULL PANEL PER CITY OF DENTON STANDARDS. LIC NES E D 113114 BRANDT N. MILLER EL 551.50 EL 552.00 EL 564.00 EL 547.00 EL 549.46, EL 548.00 F. POWELL K. GRISSOM S-HC-01 HICKORY CREEK DETENTION FACILITY STRUCTURAL DIVERSION STRUCTURE - PLANS AND SECTION C. PHILLIPS NOTES: 1.MATCH CONCRETE FILL ELEVATION TO EXISTING PIPE INVERT. 2.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SUPPORT AND WATERTIGHTNESS OF THE EXISTING PIPELINE UNTIL THE DIVERSION STRUCTURE CONCRETE HAS OBTAINED DESIGN STRENGTH AND THE PIPE IS CUT WITHIN THE DIVERSION STRUCTURE. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM BOTTOM PLAN 1/2" = 1'-0" SECTION S-HC-01 A 1/2" = 1'-0" S-HC-01 A S-HC-01 A8'-4"6'-0"x EL 549.46 x EL 549.46 x EL 548.00 CLASS B CONC FILL, TYP TOP PLAN 1/2" = 1'-0"8'-4"14'-10" 4'-6"12"3'-0"12"3'-0" 32"Ø MH COVER, SEE DWG C-D-01, TYP 6" CONC MUD SLAB SUBGRADE COMPACTED PER SPECIFICATIONS 32"Ø MH COVER, TYP 4"16"8"PLANT NORTHPLANT NORTHCLASS B CONC FILL, TYP 14" 12"14"12"14" 12"14"12"12"#6@8" EF, EW, TYP #6DWLS @8" EF, TYP #5@8" EF, EW #5 DWLS @8" EF #6@8" EF, EW #5@8" EW, T&B, TYP S-HC-01 A 14'-10" 2'-8"2'-11" S-HC-01 A x EL 564.00 8"2"#6@8" EW, T&B2'-9"1517405 V-NOTCH EFFLUENT WEIR PLATE SEE NOTE 1 14" 12" 6"60°2'-4"2'-2"GOOSENECK VENT, SEE DETAIL 2/M-D-10 EXPANDING RUBBER WS ALL AROUND EX PIPE, SEE NOTE 2, TYP DUCT PENETRATION, SEE DETAIL 1589211 LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM S-HC-02 HICKORY CREEK DETENTION FACILITY STRUCTURAL STORAGE TANK - PILE PLAN AND DETAIL C. PHILLIPSPLANT NORTHNOTES: 1.DRILLED PIERS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION 02371. SEE DRILLED PIER NOTES ON DRAWING G-S-07. 2.DRILLED PIERS SHALL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF 525 K, A MINIMUM ALLOWABLE TENSILE CAPACITY OF 360 K, AND A MINIMUM ALLOWABLE LATERAL CAPACITY OF 10 K. 3.IF LIMITS OF THE PUMP STATION AND PIPING EXCAVATION WITHIN UNWEATHERED GRAY MARL EXTEND LATERALLY WITHIN TEN FEET OF A DRILLED PIER, CONTRACTOR SHALL PROVIDE REVISED REQUIRED DEPTH OF DRILLED PIER SOCKET FOR EACH AFFECTED PIER SIGNED AND SEALED BY A GEOTECHNICAL PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. REVISED REQUIRED ROCK SOCKET DEPTH SHALL PROVIDE ALLOWABLE TENSILE AND COMPRESSIVE CAPACITIES AS SHOWN ON DRAWINGS. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM PILE PLAN 3/32" = 1'-0" S-HC-04 B S-HC-04 B 36"Ø DRILLED PIER, SEE DETAIL 1, TYP 15°TYPCL TANKCL TANK EDGE OF FND ABOVER67'-7"14'-0" TYP 14'-0" TYP 12'-6"TYP14'-0"TYP14'-0"TYP7'-0"TYP12'-6" TYP 5'-0"TYP4'-6"MINTEMPORARY OUTER STEEL CASING #4 TIES @12" FND SLAB, REINFORCING BY TANK MFR NOT SHOWN #8 DWLS, TYP 3"4"TOP OF ROCK VARIES ROCK SOCKET = 12'-0" MIN(SEE NOTE 3)DETAIL 1 S-HC-021/2" = 1'-0" 1 S-HC-02 TYP SECTION A-A 1/S-HC-02 A A 18" R#4 CLOSED TIES 14-#8 DWLS 12" MIN CONC ENCASEMENT, TYP EL 560.00±5°10°30°DARK GREY WEATHERED MARL DARK GREY UNWEATHERED MARL 12'-6" TYP 10'-0" TYP 7'-0" TYP 10'-0"TYP12'-0"TYP12'-6"TYP17'-0" TYP 9'-6" TYP 9'-6"TYP1 2 3 4 5 6 77 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 150 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 70 71 72 73 74 75 69 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 9'-6"TYPNOTE: TEMPORARY OUTER STEEL CASING NOT SHOWNLAP 1'-8"6" HIGH CONC BLOCK OR CYLINDER, TYP DRILLED PIER LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM S-HC-03 HICKORY CREEK DETENTION FACILITY STRUCTURAL STORAGE TANK - PLANS C. PHILLIPSPLANT NORTHNOTES: 1.STORAGE TANK SHALL BE A PRESTRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION SECTION 13205. MANUFACTURER OF PRESTRESSED CONCRETE TANK SHALL BE RESPONSIBLE FOR THE FOUNDATION SLAB, TANK WALLS, DOME ROOF, AND ASSOCIATED APPURTENANCES. SEE MECHANICAL DRAWINGS FOR PIPE SUPPORTS AND OTHER REQUIREMENTS. THE TANK SHALL BE SUPPORTED ON A DRILLED PIER FOUNDATION SHOWN ON DRAWING S-HC-02. THE TANK MANUFACTURER SHALL DESIGN THE FOUNDATION SLAB TO BE FULLY SUPPORTED BY THE DRILLED PIERS. SLAB DESIGN AND CONSTRUCTION SHALL ACCOMMODATE 16 INCH THICKNESS OF CARDBOARD VOID BOXES PLACED BETWEEN THE PIERS AS SHOWN ON DRAWINGS TO ACCOMMODATE SOIL EXPANSION. THE TANK MANUFACTURER SHALL BE RESPONSIBLE FOR PROVIDING AND PROTECTION OF THE VOID BOXES DURING CONSTRUCTION. 2.ALUMINUM HANDRAIL, LADDER, DOME SAFETY LIFELINE SYSTEM, MANWAY, ACCESS DOOR AND SERVICE HATCH SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRESTRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION 13205. HANDRAIL, LADDER AND ACCESS DOOR SHALL COMPLY WITH SPECIFICATION SECTIONS 05520 AND 05531 AND STANDARD DETAILS. LADDER SHALL BE PROVIDED WITH A STAINLESS STEEL FALL PREVENTION SYSTEM. 3.EMBEDDED PLATES, STUDS, AND ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM BOTTOM PLAN 3/32" = 1'-0" TOP PLAN 3/32" = 1'-0" PENETRATION FOR 30" DIP DRAIN S-HC-04 B S-HC-04 B 4'-0" AL LADDER WITH FALL PREVENTION SYSTEM BY TANK MFR AL LADDER BY TANK MFR 12" MIN CONC ENCASEMENT, TYP CONC SLAB HPT 582.00 CONC SLAB LPT 580.00 WASHDOWN NOZZLE OPNG, SEE MECH DWGS, TYP 40' -0 " R68'-3" IRPLANT NORTHSLOP E SLOPE CL TANK CL TANKCL TANK CL TANK3'-10"4'-0"5°DOME SAFETY LIFELINE SYSTEM, TYP 24' -3 " S-HC-04 B S-HC-04 B 68'-8" RHANDRAIL GATE BY TANK MFR 18"Ø FA AL HANDRAIL BY TANK MFR, TYP AL ACCESS HATCH AND CONC CURB BY TANK MFR TANK VENT, SEE MECH DWGS, TYP SST MANWAY, 3'-0" ABOVE FFL BY MANF 5°5°10'x10' SERVICE HATCH WITH AL COVER BY TANK MFR LIC NES E D 109383 FREDRICK P. POWELL EL 614.92 EL 582.00 TOP OF DOME EL 629.23, SEE NOTE 2 F. POWELL K. GRISSOM S-HC-04 HICKORY CREEK DETENTION FACILITY STRUCTURAL STORAGE TANK - SECTION C. PHILLIPS NOTES: 1.SEE NOTES ON S-HC-03. 2.TOP OF DOME AND ALL TANK APPURTENANCES SHALL NOT EXCEED ELEVATION 630.0. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM SECTION S-HC-02 B 3/16" = 1'-0" AL HANDRAIL BY TANK MFR 12" MIN CONC ENCASEMENT LPT EL 580.00 12" MIN CONC ENCASEMENT 36"Ø DRILLED PIER, TYP AL LADDER WITH FALL PREVENTION SYSTEM BY TANK MFR PRECAST CONC TANK TURN DOWN SLAB AT PERIMETER TO 12" MIN BELOW GRADE SLOPE SLOPE 6" CONC MUD SLAB VOID BOXES, 16" TOTAL THICKNESS POLYETHYLENE BETWEEN VOID BOX AND CONC LAP EDGES 6" PIPE SUPPORT BY TANK MFR, TYP AL ACCESS HATCH BY TANK MFR 12"CAST-IN-PLACE CONC FND BY TANK MFR TANK VENT BY TANK MFR FIBERGLASS INTERIOR LADDER WITH FALL PREVENTION SYSTEM AND EXTENDABLE POST BY TANK MFR LIC NES E D 109383 FREDRICK P. POWELL EL 580.50 F. POWELL K. GRISSOM S-HC-05 HICKORY CREEK DETENTION FACILITY STRUCTURAL ODOR CONTROL TREATMENT SYSTEM - PLAN, SECTION, AND DETAILS C. PHILLIPS NOTES: 1. INDICATES LOCATION FOR VERTICAL BRACING. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM TYP0331600 EQPT PAD 2'-0" TYP 18" TYP TYP0331600 EQPT PAD PLAN 3/8" = 1'-0" S-HC-05 C SECTION S-HC-05 C 3/8" = 1'-0"PLANT NORTHHPT EL 580.50 DETAIL 3 S-HC-05NTS DETAIL 2 S-HC-05NTS 1"NON-SHRINKGROUTDUCT OD 120° FRP DUCT, SEE MECH DWGS SADDLE ASSEMBLY, SEE DETAIL 1589204 EL VARIES C8X11.5 HSS 5X5X3/8 1/4"Ø WEEP HOLE, TYP EXIST CONC SLAB "L"1/4TYP SUPPORT FOR 12" TO 36" FA DUCT ON STANCHION NOTE: 1.GALVANIZE PIPE SUPPORT MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY PL 1/2" 2"4" 12" 4"2"4"4"12"HSS PL 3/8 STIFFENER, TYP 4-3/4"Ø ADHESIVE ANCHORS PROVIDE HOLE FOR GALV 1/4 1/4TYP BASE PL 8"BASE PL PL 5/8" x EL 580.50 12'-0"1" EXP JTMATL & SEALANT18'-0" 4'-2"11'-4"2'-6" BOOSTER PUMP ODOR CONTROL SELECT FILL 12"CHICO STONE ON-SITE CLAY, SEE NOTE F-11/G-S-07 #6@8" EW, T&B #6@8" EW, T&B12"18"1" EXP JT MATL AND SEALANT RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 1" EXP JT 20'-0"4'-2"5'-0"10'-10"4'-6" 9"3'-0"9"12"3'-0"12"L3-1/2x3-1/2x3/8" BRACE, TYP HSS5x5x3/8, TYP HSS 3x3x3/8", TYP FOR CONNECTION, SEE DTL 2/S-HC-05 FOR CONNECTION, SEE DTL 2/S-HC-05, W/ GAP AT STRAP WP WP, TYP 1 1/2"TYP3"TYP1 1/2"TYPCL PIPE, SEE MECH DWGS PL 3/8", TYP 2-5/8"Ø A325 BOLTS, TYP 6"BASE CONNECTION SEE DTL 3/S-HC-05, TYP EL 589.83 EL 585.17 SECTION S-HC-05 K 3/4" = 1'-0" S-HC-05 K 1/4 TYP1/4 1/4TYP 18"Ø FA 0331600 EQPT PAD #6@8" TYP ADDL #4 BAR CONT AROUND PERIMETER 3/16TYP3/16 1"NON-SHRINKGROUTDUCT OD 120° FRP DUCT, SEE MECH DWGS SADDLE ASSEMBLY, SEE STD DET 1589202 EL VARIES C6X10.5 HSS 3X3X1/4 1/4"Ø WEEP HOLE, TYP EXIST CONC SLAB "L"1/4TYP SUPPORT FOR 4" TO 12" FA DUCT ON STANCHION NOTE: 1.GALVANIZE PIPE SUPPORT MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY PL 3/8" 1 1/2"3" 9" 3"1 1/2"3"3"9"PL 3/8 STIFFENER, TYP 4-5/8"Ø ADHESIVE ANCHORS PROVIDE HOLE FOR GALV 3/16 3/16TYP BASE PL 8"BASE PL PL 5/8" 12'-3"12'-0"1" EXP JTMATL & SEALANTSUBGRADE COMPACTED PER SPECIFICAITONS 1" EXP JT MATL & SEALANT, SEE MECH DWGS FOR PIPE PUMP STATION, SEE DWG S-HC-06 ADDL #5 BAR T&B, 5'-0" LG, TYP PUMP STA SEE DWG S-HC-07 LPT EL 580.46 LPT EL 580.32 HPT EL 580.50 EL 580.42 LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM S-HC-06 HICKORY CREEK DETENTION FACILITY STRUCTURAL PUMP STATION - PLANS C. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM S-HC-07 D S-HC-07 D TOP PLAN 1/4" = 1'-0"PLANT NORTHPLANT NORTHS-HC-07 D BOTTOM PLAN 1/4" = 1'-0"SLOPESLOPETOW 549.92 FILL HPT 544.58 FILL 539.58, TYP 5'-3"22'-8"20'-8"26'-4"18"18" 3'-8"19'-0"3'-8"25'-0"18"18"3'-8"17'-8"3'-8"5'-0"8'-0"10'-3"30'-3" 4'-0" TYP S-HC-07 H TYP4'-11"1" EXP JT MATL& SEALANTINTERMEDIATE PLAN 1/4" = 1'-0" 19'-0" FILL HPT 539.58SLOPESLOPETYP 2'-6"2'-6" 24'-0"17'-8"2'-6"2'-6"22'-8"11'-2"12"5'-6"18"12" TYP 3'-4" TYP 10" TYP 3'-11" TYPPLANT NORTHEL 553.00SLOPE2'-6"x EL 538.25 S-HC-07 D S-HC-07 D FILL EL 542.58 8"MONORAIL SUPPORT FRAME COL BY MANF, TYP5'-6"22"19'-5"9"9"7'-2"12'-0"9"6'-0" MONORAIL HOOK EXTENTS S-HC-07 D 22'-0" CORBEL EXTENTS 3'-0" S-HC-07 J 18" TYP 18"TYPAL ACCESS DOOR, TYP CHECKERED PL, TYP MONORAIL HOOK EXTENTS2'-0"2'-0" TYP 5'-0" TYP 8" TYP 3'-5" TYP 8", TYP 8", TYP ODOR CONTROL, SEE DWG S-HC-05 SLOPESLOPE LPT EL 580.32 HPT EL 580.50 EL 580.42 TYP CRADLE PIPE SUPPORT 0331601 LPT EL 580.32 HPT EL 580.50 EL 580.42 SLOPESLOPE PIPE PENETRATION (PIPE DIA + 1") 1/4" AL CHECKERED PL AL ACCESS DOOR C8X5.82 AL C8X5.82 ALC8X5.82 ALI10X10.3 AL 9"2'-6"9"15"23"2" TYP 2"TYPTYP AL FRAMING CONNECTION 0513100 TYP AL BEAM TO CONC CONNECTION 0513000 4 S-HC-06 DETAIL 4 S-HC-063/4" = 1'-0" TYPPLANT NORTHCONC PIER SUPPORT 0331600 DETAIL 5 S-HC-071 1/2" = 1'-0" I10 AL L3X3X1/4 AL EMBED (4 SIDES) AL ACCESS DOOR 1"X1/4"X4" ANCHOR LUG @16" OC, MIN TWO EACH SIDE AL CHECKERED PL DRILL AND TAP FOR 3/8"ØX5/8" LG SST FLAT HEAD MACHINE SCREW @12", TYP ALL SIDES C8 AL 3/8"Ø SST COUNTERSUNK NUT AND BOLT @12" CONC BEAM CONC WALL SPLIT CHECKERED PL JT W/ JT SEALANT 7 S-HC-07 L3X3X1/4 AL EMBEDDED ANGLE 2'-0" ELEC PAD SEE DWG S-HC-05 S-HC-07 L S-HC-07 K DETAIL 8 S-HC-073" = 1'-0" 1/4" AL CHECKERED PL FLUSH WITH SURFACE ANCHOR LUG @18" OC MIN TWO EACH SIDE EXTRUDED AL FRAME CONC BEAM, TYP CONC BEAM WITHIN SLAB, TYP 1" EXP JT MATL & SEALANT TYP 3'-5"LIC NES E D 109383 FREDRICK P. POWELL EL 568.00 EL 549.92 EL VARIES EL 569.67 EL 543.46 EL 554.50 EL 538.25 EL 569.67 4" EL 578.00 EL VARIES EL 577.92 F. POWELL K. GRISSOM S-HC-07 HICKORY CREEK DETENTION FACILITY STRUCTURAL PUMP STATION - SECTIONS, DETAILS AND BEAM SCHEDULE C. PHILLIPS NOTES: 1.MONORAIL SUPPORT FRAME LATERAL LOAD RESISTING SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH SPECIFICATION 14600. NO BRACING SHALL BE LOCATED BELOW ELEVATION 588.17 AND NO BRACING SHALL BE LOCATED ON THE EAST SIDE OF THE SUPPORT FRAME TO ALLOW PUMP REMOVAL. CALCULATIONS FOR THE MONORAIL AND SUPPORT FRAME SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. 2.EXCAVATION INTO MARL WILL BE NECESSARY FOR CONSTRUCTION OF PUMP STATION. FOR ILLUSTRATIVE PURPOSES ROCK EXCAVATION IS SHOWN AS A VERTICAL CUT. CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR DETERMINING MEANS FOR EXCAVATION AND SUPPORT. CONTRACTOR SHALL SUBMIT PROPOSED MEANS OF EXCAVATION TO ENGINEER FOR APPROVAL. IF SHORING SYSTEM OR EXCAVATION SUPPORT SYSTEM IS NECESSARY FOR EXCAVATION, DESIGN OF SYSTEM IS EXCLUSIVELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND STRUCTURAL CALCULATIONS ON ANY EXCAVATION SUPPORT SYSTEM, BOTH SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. 3.FOR CONCRETE BEAMS, SEE STANDARD DETAIL 0331801. 4.MONORAIL SUPPORT FRAME SHALL INCLUDE A 6'-0" SQ HOIST COVER. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM SECTION S-HC-06 D 1/4" = 1'-0" SUBGRADE COMPACTED PER SPECIFICATIONS 1" EXP JT MATL & SEALANT 2'-0" TYP 18" TYP12"18"10°12"SECTION S-HC-06 H 3/4" = 1'-0" #4 STIRRUPS @8" 3'-0" MIN #5@8" EW, T&B #5@8" EF, EW #9@8" EW, T&B #10@8" EF, TYP #9@8" EF, TYP #9 DWLS @8" EF, TYP #9@8" EF, TYP #7@8" EF, EW, TYP #8@8" EF, TYP SELECT FILL ON-SITE MOISTURE CONDITIONED FILL, UNO #7@8" EW, T&B #6@8" EW, T&B #6@8" TYP ON-SITE CLAY, SEE NOTE F-11/G-S-07 12" MIN CHICO STONE FILL HPT 539.58 FILL LPT 538.25 FILL HPT 544.58 3'-8"3'-1"4'-9"RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 MONORAIL SUPPORT FRAME, SEE NOTE 1 SELECT FILL ON-SITE MOISTURE CONDITIONED FILL, UNO SECTION S-HC-06 J 1/2" = 1'-0"303'-1"SEE SECT D/S-HC-07 FOR REINF #4@8" EW HIGH HOOK EL 595.50 SEE SECT D/S-HC-07 FOR REINF 14"12"12"3'-1"11"x1" CONT NEOPRENE PAD, DUROMETER HARDNESS = 50 W/ ADH 3-#7 BARS #7 CONT ANCHOR BAR#4 TIES @4" #7@8" DETAIL 6 S-HC-073/4" = 1'-0" 6 S-HC-07 BB SECTION B-B 6/S-HC-07 18"12" 2'-6" #4 TIES @4" TYP WALL REINF, TYP #7@8" MONORAIL SUPPORT FRAME BRACING NOT SHOWN, SEE NOTE 1 AL ACCESS DOOR AL ACCESS DOOR, TYP AL ACCESS DOOR 5'-0" MIN TYP TOP OF ROCK APPROX EL 560.00, SEE NOTE 2 EXCAVATION SUPPORT SYSTEM BY CONTRACTOR IF NECESSARY, SEE NOTE 2 BACKFILL IN CONFINED AREAS W/ #57 STONE, TYP AL CHECKERED PL I10X10.3 FILL EL 538.92 6" CONC MUD SLAB ODOR CONTROL, SEE DWG S-HC-055 S-HC-06 #7@8" DETAIL 7 S-HC-061" = 1'-0"4"2"#3 #3 ADHESIVE DWLS @8" 2" TYP #3@8" EW 4"ANCHOR LUG@16" OC, MIN TWO EACH SIDE, TYP DRILL AND TAP FOR 3/8"ØX5/8" LG SST FLAT HEAD MACHINE SCREW @12", TYP ALL SIDES L3X3X1/4 AL EMBEDDED ANGLE, TYP SKIN REINF, SEE STD DET 0331801 2" A A SECTION A-A 7/S-HC-07 #3 ADHESIVE DWL #3 ROUGHEN SLAB TO 1/4" AMPLITUDE AND APPLY EPOXY BONDING AGENT 24"8"TYP8"TYP8"TYPSECTION S-HC-06 K 1/2" = 1'-0" SECTION S-HC-06 L 1/2" = 1'-0" #4@8" EW #7@8" EW CONC BEAM, SEE SECT H/S-HC-07 FOR REINF SEE SECT D/S-HC-07 FOR REINF #4@8" EW, TYP 2'-5"6"12" TYP SEE SECT D/S-HC-07 FOR REINF SEE SECT D/S-HC-07 FOR REINF CHECKERED PL 3/8" AL, TYP SEE SECT D/S-HC-07 FOR REINF 8 S-HC-06 2" SEAT 20"#3 STIRRUPS @8" 2-#8 BARS, T&B 12"2'-6"CONC BEAM TYP EL 580.42 2X3-#8 BARS T&B CONC FILL 6'-0" SQ*HOIST COVER BY MANF, SEE NOTE 4 LIC NES E D 109383 FREDRICK P. POWELL EL VARIES EL 582.67 EL 580.17 F. POWELL K. GRISSOM S-HC-08 HICKORY CREEK DETENTION FACILITY STRUCTURAL VALVE VAULT AND ELECTRICAL CANOPY - PLANS AND SECTIONS C. PHILLIPS NOTES: 1.ELECTRICAL EQUIPMENT CANOPY TO BE EXTRUDED ALUMINUM (6063 T-6) CANOPY WITH A CLEAR ANONDIZED FINISH AS MANUFACTURED BY DITTMER ARCHITECTURAL ALUMINUM OR EQUAL. SYSTEM SHALL CONSIST OF HELIC-ARC WELDED ONE-PIECE RIGID STRUCTURAL BENTS WITH BASE PLATES, BEAMS, DECKING, FASCIA, ACCESSORIES AND HARDWARE TO PROVIDE A COMPLETE SYSTEM. WATER SHALL DRAIN THROUGH COLUMNS AND OUT WEEPS. CANOPY STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE STATE OF TEXAS BUILDING CODE AND WITH LOADS SHOWN ON G-S-06. CANOPY TO BE DESIGNED FOR THERMAL EXPANSION AND CONTRACTION. INSTALL CANOPY IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE CANOPY DIMENSIONS WITH ELECTRICAL EQUIPMENT MANUFACTURER. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM BOTTOM PLAN 1/2" = 1'-0" S-HC-08 F S-HC-08 F SECTION S-HC-08 F 1/2" = 1'-0"12"9'-0"11'-0" 9'-0"7'-0"12" CHICO STONE SUBGRADE COMPACTED PER SPECIFICATIONS12"PLANT NORTH12"12"12" 12"1'-0"" 1'-0""12"12"TOP PLAN 1/2" = 1'-0" S-HC-08 FPLANT NORTH2'-6" 11'-0" 2'-7"2'-6"9'-0"x EL 582.67 8'-9"8'-8"8'-9"12"12" 28'-2" (COORDINATE W/ELEC EQPT MFR)3'-0"3'-3"3'-3"3'-0"12'-6"ELEC EQPT CANOPY ABOVE, SEE NOTE 1PLANT NORTHSECTION S-HC-08 G 1/2" = 1'-0" S-HC-08 G S-HC-08 G 14"MIN8'-4"ELEC EQPT CANOPY, SEE NOTE 1 12" CHICO STONE SUBGRADE COMPACTED PER SPECIFICATIONS SLOPE@ 1%SLOPE@ 1%ELECTRICAL CANOPY - PLAN 1/2" = 1'-0" TYP0245000 CONC WALKWAY #6@8" EW, T&B #5@8" DWLS EF, TYP #5@8" EF, EW, TYP #5@8" EW, T&B RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 ON-SITE CLAY, SEE NOTE F-11/G-S-07 #5@8" EW, T&B AL ACCESS DOOR, TYP AL ACCESS DOOR 2'-6"3'-0"S-HC-08 F 1'-6" x HPT EL 573.67 0551500 AL LADDER 0551500 AL LADDER 2'-5" TYP CRADLE PIPE SUPPORT 0331601 LPT EL 573.57 x SLOPE 12"3'-6"1/4" GALV PIPE STRAP 2" WIDE W/ 5/8" Ø GALV ANCHORS, 6" EMBED LIC NES E D 109383 FREDRICK P. POWELL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-HC-01 HICKORY CREEK DETENTION FACILITY MECHANICAL STORAGE TANK - PLANS D. NAILORPLANT NORTHTANK CLEANING MACHINE (TYP OF 3) TOP PLANBOTTOM PLAN PLANT NORTH12"-PD-PVC 40° 24"-PD-PVC 24" SLEEVE TYPE COUPLING (PVC x DIP)42.5°4"-NPW-DIP ACCESS HATCH AND LADDER SEE STRUCTURAL SHEETS 36" GREENHECK GRSI WITH CORROSION PROTECTION COATING OR EQUAL 12.5°R40'-0"19'-4" 12" SLEEVE TYPE COUPLING 6"-NPW-DIP 18"-FA-FRP 65 ° 72 °40° 24"-PD-DIP 30"-RS-DIP 30"-RS-PVC 30" SLEEVE TYPE COUPLING (PVC x DIP)R= 62'-0" 4"-NPW-DIP 1774005 LIT 2400 5'-0"1767003 LSHH 2400 6"x4" RED, TYP 6" 22.5° BEND, TYP 6"-NPW-DIP 6"-NPW-DIP 12'-0" 6" 45° BEND, TYP 4"-NPW-DIP 6" SLEEVE TYPE COUPLING FALL PROTECTION (TYP) SEE STRUCTURAL SHEETS PIPE SUPPORT (TYP) BY TANK MFR SEE NOTE 1 NOTES: 1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO THE STORAGE TANK STRUCTURE (DOME, WALLS AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK ACCORDANCE WITH SPECIFICATION SECTION 13205. ALL PIPE PENETRATIONS THROUGH THE STORAGE TANK STRUCTURE (DOME, WALL AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION SECTION 13205 AND SHALL BE A FLANGED CONNECTION.16°LIC NES E D 113114 BRANDT N. MILLER NOTES: 1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO THE STORAGE TANK STRUCTURE (DOME, WALLS AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK ACCORDANCE WITH SPECIFICATION SECTION 13205. ALL PIPE PENETRATIONS THROUGH THE STORAGE TANK STRUCTURE (DOME, WALL AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION SECTION 13205 AND SHALL BE A FLANGED CONNECTION. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER R.SHNAYDERMAN M-HC-02 HICKORY CREEK DETENTION FACILITY MECHANICAL STORAGE TANK - SECTIONS I D. NAILOR SECTION 8'-4" CL EL 621.67 CL 596.00 18"-FA-FRP SECTION EL 582.00 CL 576.00 24" SLEEVE TYPE COUPLING (PVC x DIP) SEE CIVIL SHEETS FOR CONTINUATION 2'-0" EL 614.25 24" FLANGExFLARE 3'-6" PIPE SUPPORT BY TANK MFR (TYP)10'-0" MAXEL 615.25 6'-3" PIPE SUPPORT BY TANK MFR. (TYP) 30"-RS-DIP CL 575.00 SEE CIVIL SHEETS FOR CONTINUATION PIPE SUPPORT BY TANK MFR, SEE NOTE 1 PIPE SUPPORTS BY TANK MFR PIPE SUPPORTS BY TANK MFR (TYP) APPRX GRADE EL 581.00 (VARIES) SECTION10'-0" MAXAPPRX GRADE EL 581.00 (VARIES)APPRX GRADE EL 581.00 (VARIES) 30" 90° BASE ELBOW PIPE SUPPORT BY TANK MFR, SEE NOTE 1 24" FLANGED FLOOR PENETRATION, SEE STRUCTURAL DWGS 24"-PD-DIP SECTION CL EL 575.00 30" 90° BASE ELBOW PIPE SUPPORT BY TANK MFR, SEE NOTE 1 EL 615.25 30"-RS-DIP 1'-8"10'-0" MAX18" FLANGED DOME PENETRATION BY TANK MFR EL 582.00 EL 582.00 30"-RS-DIP 30" SLEEVE TYPE COUPLING (PVC x DIP) 30"-RS-PVC CONCRETE ENCASEMENT SEE STRUCTURAL SHEETS 24"-PD-PVC CONCRETE ENCASEMENT SEE STRUCTURAL SHEETS24"-PD-DIP 2'-0" SEE CIVIL SHEETS FOR CONTINUATION 30" 90° BEND 30" FLANGED FLOOR PENETRATION, SEE STRUCTURAL SHEETS 8" MINEL 614.25 30" 90° BEND 30" TEE LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER R.SHNAYDERMAN M-HC-03 HICKORY CREEK DETENTION FACILITY MECHANICAL STORAGE TANK - SECTIONS II D. NAILOR CL 576.30 EL 582.00 APPRX GRADE EL 581.00 (VARIES) 12" SLEEVE TYPE COUPLING (PVC x DIP) SEE CIVIL SHEET FOR CONTINUATION 2'-0" 12"-PD-PVC CL 576.50 FLOOR PENETRATION SEE STRUCTURAL SHEETS CONCRETE ENCASEMENT SEE STRUCTURAL SHEET SECTION PIPE SUPPORT BY TANK MFR (TYP), SEE NOTE 110'-0" MAX6" 4 WAY CROSS FITTING TANK CLEANING MACHINE, TYP OF 3 4"-NPW-DIP, TYP OF 3 BRANCHES CL 573.25 CL 583.50 2'-0" 6"-NPW-DIP 6"x4" REDUCER, TYP OF 3 BRANCHES 10" MIN6"-NPW-DIP PIPE SUPPORT BY TANK MFR, TYP, SEE NOTE 1 SEE CIVIL SHEETS FOR CONTINUATION 12"-PD-DIP 6" FLANGED DOME PENETRATION BY TANK MFR EL 582.00 1'-6" APPRX GRADE EL 581.00 (VARIES) SECTION 12" FLOOR DRAIN 4" 22.5° BEND 6" 22.5° BEND 6" 90° BASE ELBOW PIPE SUPPORT BY TANK MFR, SEE NOTE 1 6" FLEXIBLE COUPLING 6"-NPW-DIP 6" SLEEVE TYPE COUPLING NOTES: 1.ALL PIPING AND DUCT SUPPORTS ANCHORED TO THE STORAGE TANK STRUCTURE (DOME, WALLS AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK ACCORDANCE WITH SPECIFICATION SECTION 13205. ALL PIPE PENETRATIONS THROUGH THE STORAGE TANK STRUCTURE (DOME, WALL AND/OR FOUNDATION SLAB) SHALL BE DESIGNED AND PROVIDED BY THE MANUFACTURER OF THE PRE-STRESSED CONCRETE TANK IN ACCORDANCE WITH SPECIFICATION SECTION 13205 AND SHALL BE A FLANGED CONNECTION. LIC NES E D 113114 BRANDT N. MILLER NOTES: 1.CONTRACTOR SHALL COORDINATE ALL PIPE SIZE CONNECTIONS WITH MANUFACTURERS. 2.CONTRACTOR SHALL FIELD ROUTE SMALL DIAMETER CPVC DRAIN PIPING TO FLOOR DRAIN. PIPING SHALL TERMINATE 2-INCHES ABOVE DRAIN COVER. CONTRACTOR SHALL PROVIDE PIPE SUPPORTS AS REQUIRED FOR A STABLE INSTALLATION. 3.CONTRACTOR SHALL MOUNT PI/PSH OFF BOTTOM OF THE DUCT AND EXTEND SO THAT INSTRUMENTS ARE APPROXIMATELY 4'-0" ABOVE FINISHED FLOOR. 4.CONTRACTOR SHALL FIELD ROUTE 1 1/4" PIPING BETWEEN PUMP HEADER AND BLADDER TANK, CONTRACTOR SHALL PROVIDE PROVIDE PIPE SUPPORTS REQUIRED FOR A STABLE INSTALLATION. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-HC-04 HICKORY CREEK DETENTION FACILITY MECHANICAL ODOR CONTROL AND BOOSTER PUMP STATION - PLAN AND SECTION I D. NAILORPLANT NORTHODOR CONTROL VESSEL14" EXHAUST STACK 2" DRAIN CONNECTION, SEE NOTE 2 16"x14" REDUCER BY MFR 14" FLEX COUPLING BY MFR 4" BUTTERFLY VALVE PUMP 2020 4" CHECK VALVE, TYP 4" BUTTERFLY VALVE, TYP 4"-NPW-DIP 6"x4" REDUCER 18" 90° EL 18"x16" REDUCER, SEE NOTE 1 16"x6" TEE MFR CONTROL PANEL ODOR CONTROL PLAN 20'-3"10'-0" FLOOR DRAIN 4"-PD-CPVC 16" FRP DAMPER EXHAUST FAN EXHF-2030 6" 4WAY CROSS 6"x4" REDUCER 2'-6" SECTION VESSEL 14" EXHAUST STACK (TYP OF 2) 24" ACCESS PORT 6"-FA-FRP 16"x6" TEE 16" FLEX COUPLING PROVIDED BY ODOR CONTROL MFR EXHF 2030 18" 90° EL EQUIPMENT PAD 16" FRP DAMPER 18"x16" FRP REDUCER, SEE NOTE 1 6" FRP DAMPER EL 580.50 CL EL 581.75 4" TEE4" 90° EL CL EL 595.75 18" FRP 90° EL 4" 90° EL, TYP Ø8'-0" 18"-FA-FRP 16" FLEX COUPLING PROVIDED BY ODOR CONTROL MFR FLOOR DRAIN 14" EXHAUST STACK PI/PSH 2430 (SEE NOTE 4) 24" ACCESS PORT 24" ACCESS PORT DPI 2431 AND DPI 2432 AIR SAMPLE PORTS CARBON SAMPLE PORTS MFR CONTROL PANEL PI/PSH 2410 6"-NPW-DIP, SEE CIVIL SHEET FOR CONTINUATION 6" SLEEVE TYPE COUPLING 4" PRESSURE REGULATING VALVE 6" GATE VALVE W601 PUMP 2010 PI/PSH 2410 BLADDER TANK FSL 2440 PIT 2440 PIPE SUPPORT, SEE DETAIL 02/S-HC-05 TYP 1" - CPVC CONDENSATE DRAIN, SEE NOTES 1 AND 2 PIPE SUPPORT (TYP), SEE DETAIL 03/S-HC-0524" ACCESS PORT 18" FLEX COUPLING 18"-FA-FRP EL 596.00 6"-PD-CPVC SEE CIVIL SHEETS FOR CONTINUATION 4'-0"5'-4" 6"-NPW-PVC 4" SLEEVE TYPE COUPLING (PVC x DIP)12"PIPE SUPPORT (TYP) CL EL 585.00 ODOR CONTROL 18"6" -PD-CPVC PIPE SUPPORT (TYP) 1509402 4" HARNESSED FLANGE ADAPTER (TYP) 1516402 6" SLEEVE TYPE COUPLING3'-6"5'-0"1 1/4" TAP W/SST BALL VALVE SEE NOTE 5 11"12" 6"-FA-FRP 36"-RS-DIP 1509405R 1542102R 1542102R SEE SHEET M-HC-06 FOR CONTINUATION LIC NES E D 113114 BRANDT N. MILLER NOTES: 1.CONTRACTOR SHALL FIELD ROUTE SMALL DIAMETER CPVC DRAIN PIPING TO FLOOR DRAIN. PIPING SHALL TERMINATE 2-INCHES ABOVE DRAIN COVER. CONTRACTOR SHALL PROVIDE PIPE SUPPORTS AS REQUIRED FOR A STABLE INSTALLATION. 2.BOOSTER PUMP MFR SHALL PROVIDE PREFABRICATED EQUIPMENT SKID WITH ALL PIPING, VALVES, APPURTENANCES AND CONTROL PANEL. CONTRACTOR SHALL COORDINATE PIPE CONNECTION LOCATIONS. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM SECTION 6" CPVC CROSS PIPE PENETRATION (TYP) ODOR CONTROL VESSEL 14" STACK (TYP OF 2) 24" ACCESS PORT EXHF-2030 14" FLEXIBLE COUPLING 16"x14" REDUCER 4" BUTTERFLY VALVE 4" 90° EL 4" CHECK VALVE 4" BUTTERFLY VALVE 4"-NPW-DIP 6"x4"x6" MJ TEE 6" BUTTERFLY DAMPER 4" CPVC 90° EL 6" CPVC 60° EL 6" GATE VALVE, SEE DETAIL CL EL 573.00 CL EL 575.00 CL EL 586.00 1% MIN SLOPE 1% MIN SLOPE 2164005 6"x4" REDUCER 4"-NPW-DIP 8'-0" 6"-PD-CPVC EL 596.00 CL EL 581.75 6"-FA-FRP PSH/PI 2420 1509200R B. MILLER V. PANEZ M-HC-05 HICKORY CREEK DETENTION FACILITY MECHANICAL ODOR CONTROL AND BOOSTER PUMP STATION - SECTION II D. NAILOR 6"-NPW-DIP CL EL 585.00 24" ACCESS PORT SAMPLE PORTS NOT SHOWN DUE TO ELEVATION DIFFERNCES BETWEEN MFRS PIPE SUPPORT, SEE DETAIL 03/S-HC-05 PIPE SUPPORT, SEE DETAIL 02/S-HC-05 EQUIPMENT PAD, SEE STRUCTURAL DWGS PMP-2020 CL EL 582.50 EL 580.50 1" CPVC CONDENSATE DRAIN, SEE NOTE 1 CL EL 583.50 6"-SLEEVE TYPE COUPLING 1516402 4" HARNESSED FLANGE ADAPTER 1509405 PIPE SUPPORT (TYP) LIC NES E D 113114 BRANDT N. MILLER NOTES: 1.PIPING SYSTEM IS DRAWN AS FLANGED DIP ON ALL MECHANICAL SHEETS. STEEL PIPE WITH GROOVED COUPLINGS IS ACCEPTABLE PER THE SPECIFICATIONS. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-HC-06 HICKORY CREEK DETENTION FACILITY MECHANICAL PUMP STATION - PLANS D. NAILOR 2'-0"5'-0"5'-0"5'-0"2'-0"2'-10" ±PUMP STATION LOWER PLAN PUMP STATION TOP PLAN HCDF-PMP-01 HCDF-PMP-02 HCDF-PMP-03 HCDF-PMP-04 48"-RS-FRP 2'-9"1509409 CRADLE PIPE SUPPORT (TYP) FABRICATED PIPE SUPPORT (TYP) CRADLE PIPE SUPPORT (TYP) 16" PLUG VALVE (TYP) 16"-RS-DIP (TYP) PIPE PENETRATION (TYP)14'-11"30" PLUG VALVE 30"-RS-DIP 10" PLUG VALVE 16" HARNESSED FLANGED ADAPTER (TYP) 16" FLEXIBLE COUPLING (TYP) PIPE PENETRATION 6"-NPW-PVC 6" GATE VALVE 10"-PD-DIP 10" FLEXIBLE COUPLING 24"-PD-PVC 2'-0"PI/PSH-1404 (TYP) NON-FREEZE YARD HYDRANT 6"-PD-PVC SEE CIVIL SHEETS FOR CONTINUATION 6"-FA-FRP ACCESS HATCH, TYP PIPE SUPPORT, TYP 3'-0"3'-0"5'-6" MANUAL AIR RELEASE VALVE 30" BLIND FLANGE 1510701 10" TANGENTIAL OUTLET PIPE PENETRATION (MJ RESTRAINED X PE) 6"-NPW-DIP ELECTRICAL JUNCTION BOX, TYP. SEE ELECTRICAL SHEETS 1769801 PI/PSH-1402 PI/PSH-1401 16" CHECK VALVE (TYP) 3 M-D-10 30" BLIND FLANGE 2 SHC-05 6" FLEXIBLE COUPLING (TYP) 0331601 PI/PSH-1403 0331601 SLIP-IN INLINE CHECK VALVE SERIES CMUF-SL CHECKMATE ULTRAFLEX VALVE BY TIDEFLEX TECHNOLOGIES OR EQUAL 1589211 DUCT PENETRATION WALL THIMBLE (FLGxPE) 1 M-D-09 30" x 16" REDUCING TEE (TYP) 30" 90 DEG BEND 30" TEE 16" 90 DEG BEND (TYP) 10" 90 DEG BENDS SEE SHEET M-HC-04 FOR CONTINUATION 9" 7"2'-9"1516402 3'-0"6" GOOSENECK VENT 2 M-D-10 1509208R 1509209R 1509209R LIC NES E D 113114 BRANDT N. MILLER NOTES: 1.BAFFLE ARE NOT SHOWN FOR CLARITY IN SECTION B. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-HC-07 HICKORY CREEK DETENTION FACILITY MECHANICAL PUMP STATION - SECTIONS D. NAILOR INV EL 545.33 EL 538.25 SECTION 16"-RS-DIPPIPE SUPPORT (TYP) 1509402 2'-9" EL 563.0 SECTION 1'-6" 16"x12" ECC REDUCER (TYP) 1509409 1516402 16" CHECK VALVE RUBBER FLAPPER TYPE (TYP) 16" PLUG VALVE (TYP) 30"-RS-DIP CRADLE PIPE SUPPORT (TYP) 0331601 PIPE PENETRATION (MJ RESTRAINED x FLG) 6" GATE VALVE, SEE W601 ON DWG C-D-01 6"-NPW-PVC CL 584.00 EL 580.50 PI/PSH-1401 16" HARNESSED FLANGED ADAPTOR (TYP) 6"-FA-FRP FABRICATED PIPE SUPPORT (TYP) 48"-RS-FRP CL EL 571.00 16" FLEXIBLE COUPLING (TYP) HCDF-PMP-01 10"-RS-DIP PIPE PENETRATION (TYP) 10"-RS-DIP 24"-PD-PVC CL EL 574.50 6"-PD-PVC INV EL 575.25 COMBINATION RAIL AND PIPE SUPORT, TYP EL 548.00 MONORAIL, SEE STRUCTURAL DWGS CL 583.00 1 1/2" AIR RELEASE TAP AND BALL VALVE PIPE PENETRATION (MJ RESTRAINED x PE) 16" 22.5° BEND, TYP LWS EL 544.00 EL 580.50 CL 581.75 1769801 DUCT PENETRATION HWS EL 549.00 PIPE SUPPORT (TYP)1509409 1509208R 1509209R 1589211 1509208R 10" 90 DEG BEND 16" 90 DEG BEND LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-HC-08 HICKORY CREEK DETENTION FACILITY MECHANICAL VALVE VAULT - PLAN AND SECTION D. NAILOR VALVE VAULT PLAN SECTION9'-0"3'-6"3'-6"9'-0" 12" HARNESSED FLANGE ADAPTOR (TYP) 12" KNIFE GATE VALVE ELECTRICALLY ACTUATED PINCH VALVE (2202) 12" PLUG VALVE (PV-2201) 12"-PD-PVC SEE CIVIL DWGS FOR CONTINUATION 12" HARNESSED FLANGE ADAPTOR (TYP) 12" KNIFE GATE VALVE ELECTRICALLY ACTUATED PINCH VALVE (2202) 12"-PD-PVC SEE CIVIL DWGS FOR CONTINUATION 12" PLUG VALVE (PV-2201) CL EL 575.75 CL EL 571.50 3" PVC FLOOR DRAIN SEE CIVIL SHEETS FOR CONTINUATION 3" FLOOR DRAIN PIPE PENETRATION, TYP 12"-PD-DIP EL 573.67 PIPE SUPPORT PIPE SUPPORT WITH STRAP 3" FLOOR DRAIN SEE CIVIL DWGS FOR CONTINUATION SEE CIVIL DWGS FOR CONTINUATION 12"-PD-DIP PIPE PENETRATION, TYP PIPE SUPPORT PIPE SUPPORT WITH STRAP 1509206 1542102 0331601 0331601 0331601 0331601 5'-0"x2'-6" DOUBLE LEAF AL ACCESS DOOR. ROUTE DOOR FRAME DRAIN TO FLOOR DRAIN AL LADDER SEE STRUCTURAL SHEETS 1509206 12"x3" REDUCING TEE 1516402 3" SST BALL VALVE 3" SST TYPE A CAMLOCK COUPLING 1516402 12"x3" REDUCING TEE 6" GOOSENECK VENT 2 M-D-10 1542102R LIC NES E D 113114 BRANDT N. MILLER FL=587.70IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALECHECKED BY:DRAWN BY:DESIGNED BY:PROJECTENGINEER:HAZEN AND SAWYER8150 N. CENTRAL EXPRESSWAY, SUITE 700DALLAS, TX 75206HICKORY CREEK DETENTION FACILITYAND PECAN CREEK WRPWEST PEAK FLOW PUMP STATIONREVISSUED FORDATEBYCITY OF DENTON, TEXAS60702-0015768CONTRACT N0.:HAZEN NO.:DATE:DECEMBER 2018DRAWINGNUMBER:B. MILLERBID SETBIDDING12/2018BNM080'40SCALE: 1" = 80'80SCALE: 1"=80'PLANE-HC-01HICKORY CREEK DETENTIONFACILITYELECTRICALOVERALL SITE PLANPROPOSED EQ TANKFUTURE EQ TANKLIMITS OFDISTURBANCEVALVE VAULT100-YR FLOODBFE 571500-YRFLOODBFE 572016'51.APPROXIMATE LOCATION OF OVERHEAD ELECTRICLINES AND UTILITY SERVICE DROP POLE.COORDINATE EXACT LOCATION WITH DENTONMUNICIPAL ELECTRIC (DME). REFERENCE SECTION16000 FOR ADDITIONAL INFORMATIONREGARDING DELINEATION OF SCOPE OF SUPPLYAND COORDINATION WITH SERVING UTILITY.2.UTILITY TRANSFORMER AND UTILITY METER BYDME. REFERENCE SECTION 16000 FORADDITIONAL INFORMATION REGARDINGDELINEATION OF SCOPE OF SUPPLY ANDCOORDINATION WITH SERVING UTILITY.CONTRACTOR SHALL FURNISH AND INSTALLTRANSFORMER PAD AND PRIMARY DUCTBANK PERDME REQUIREMENTS.3.REFERENCE DRAWING E-HC-02 FOR ENLARGEDPARTIAL SITE PLAN.4.REFERENCE DRAWING E-HC-02 FOR DUCTBANKSCHEDULES.5.NEW UTILITY OVERHEAD ELECTRICAL LINES TO TIEINTO EXISTING OVERHEAD LINES SOUTH OF THISLOCATION. COORDINATE EXACT REQUIREMENTSWITH DME.6.DUCTBANKS DB-13, DB-14, DB-15, AND DB-16SHALL BE DIRECT BURIED CONDUITS. CONDUITSSHALL BE BURIED WITH A MINIMUM OF 36" OFCOVER.7.CONTRACTOR SHALL FURNISH AND INSTALL SITELIGHTING AS SHOWN. TYPE 'HL7' LIGHT FIXTURESSHALL BE POLE MOUNTED 12'-0" AFG ANDSUPPLIED FROM MPZ-HCDF, CKT. No.2.CONTRACTOR NOTE CONDUIT AND WIRE IS NOTINCLUDED IN THE DUCTBANK SCHEDULE.CONTRACTOR SHALL FURNISH AND INSTALL THESITE LIGHTING RACEWAY SYSTEMS INACCORDANCE WITH GOOD INSTALLATIONPRACTICES AND AS DIRECTED BY THE ENGINEER.8.JUNCTION BOX SHALL BE SIMILAR TO THE DETAILSHOWN ON DRAWING E-HC-07.UTILITY TRANSFORMERAND METER, SEE NOTE 2UTILITY SERVICEDROP (BY OTHERS),SEE NOTE 1PLANT NORTHBOOSTER PUMPSTATION PADODOR CONTROLEQUIPMENT PADHCDF PUMPSTATIONELECTRICALEQUIPMENT PADOVERHEAD ELECTRIC LINESAND POLES (BY OTHERS),SEE NOTE 1EMH-HCDF-01DIVERSION STRUCTUREEHH-HCDF-01EHH-HCDF-02EHH-HCDF-03DB13DB14DB15DB16DB01DB02DB03SEE NOTE 3NOTE 6NOTE 6NOTE 6NOTE 6SEE NOTE 5AE-HC-01DETAILAE-HC-011" = 5'DIVERSIONSTRUCTUREJUNCTION BOX,SEE NOTE 8DB16NOTE 6EMH-HCDF-02DB04SEE NOTE 7, TYP.COMMUNICATIONANTENNAPE/LT-2500LICNESED121398BRETT D. BUELTEL IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALECHECKED BY:DRAWN BY:DESIGNED BY:PROJECTENGINEER:HAZEN AND SAWYER8150 N. CENTRAL EXPRESSWAY, SUITE 700DALLAS, TX 75206HICKORY CREEK DETENTION FACILITYAND PECAN CREEK WRPWEST PEAK FLOW PUMP STATIONREVISSUED FORDATEBYCITY OF DENTON, TEXAS60702-0015768CONTRACT N0.:HAZEN NO.:DATE:DECEMBER 2018DRAWINGNUMBER:B. MILLERBID SETBIDDING12/2018BNM010'5SCALE: 1" = 10'10SCALE: 1" = 10'PARTIAL SITE PLANE-HC-02HICKORY CREEK DETENTIONFACILITYELECTRICALPARTIAL SITE PLAN ANDDUCTBANK SCHEDULEPROPOSED EQ TANK(SEE E-HC-03 THRU E-HC-04)PLANT NORTHELECTRICALEQUIPMENTPAD(SEEE-HC-08)HCDF PUMP STATION(SEE E-HC-06 THRU E-HC-07)ODOR CONTROLEQUIPMENT PAD(SEE E-HC-05)BOOSTERPUMPSTATIONPADVALVE VAULT(SEE E-HC-03 THRU E-HC-04)DB04DB09DUCTBANK NUMBERCONDUITSIZEFROMTODB-01P-00004"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMRP-00014"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMRDB-02P-00024"UTILITY XFMRDSW-HCDFP-00034"UTILITY XFMRDSW-HCDFP-00044"UTILITY XFMRDSW-HCDFP-00054"UTILITY XFMRDSW-HCDFP-00064"UTILITY XFMRDSW-HCDFP-00364"UTILITY XFMRDSW-HCDFDB-03P-00024"UTILITY XFMRDSW-HCDFP-00034"UTILITY XFMRDSW-HCDFP-00044"UTILITY XFMRDSW-HCDFP-00054"UTILITY XFMRDSW-HCDFP-00064"UTILITY XFMRDSW-HCDFP-00364"UTILITY XFMRDSW-HCDFDB-04P-00381"MPZ-HCDFEQ TANKP-00391"MPZ-HCDFEQ TANKP-00481"MPZ-HCDFLIT-2400C-00181"PLC-HCDFLSHH-2400C-00301"PLC-HCDFEQ TANKI-00072"PLC-HCDFLIT-2400DB-05P-00332"SWBD-HCDFVCP-2030P-00353"SWBD-HCDFVCP-2000C-00162"PLC-HCDFVCP-2030C-00172"PLC-HCDFVCP-2000I-00022"PLC-HCDFVCP-2000DB-06P-00332"SWBD-HCDFVCP-2030C-00162"PLC-HCDFVCP-2030DB-07P-00353"SWBD-HCDFVCP-2000C-00172"PLC-HCDFVCP-2000I-00022"PLC-HCDFVCP-2000DB-08P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PP-00451"SWBD-HCDFCRANE/HOISTP-00461"MPZ-HCDFLIT-1400P-00502"SWBD-HCDFEMH-HCDF-02P-00511"MPZ-HCDFEMH-HCDF-02C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CC-00221"PLC-HCDFEMH-HCDF-02I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500I-00012"PLC-HCDFWETWELL LIT-1400I-00032"PLC-HCDFHCDF-VV-II-00052"PLC-HCDFDIVERSION STRUCTUREI-00062"PLC-HCDFEMH-HCDF-02DB-09P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PP-00502"SWBD-HCDFEMH-HCDF-02P-00511"MPZ-HCDFEMH-HCDF-02C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CC-00221"PLC-HCDFEMH-HCDF-02I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500I-00032"PLC-HCDFHCDF-VV-II-00052"PLC-HCDFDIVERSION STRUCTUREI-00062"PLC-HCDFEMH-HCDF-02DB-10P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PC-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404C-00191"PLC-HCDFHCDF-VV-CI-00032"PLC-HCDFHCDF-VV-IDB-11C-00031"HCDF-PMP-01 RVSS-1PSH-1401C-00061"HCDF-PMP-02 RVSS-2PSH-1402C-00091"HCDF-PMP-03 RVSS-3PSH-1403C-00121"HCDF-PMP-04 RVSS-4PSH-1404DB-12P-00401"SWBD-HCDFHCDF-VV-PP-00411"SWBD-HCDFHCDF-VV-PC-00191"PLC-HCDFHCDF-VV-CI-00032"PLC-HCDFHCDF-VV-IDB-13I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-14I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-15I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-16I-00002"PLC-HCDFDIVERSION STRUCTURE PE/LT-2500(NOTE 1)I-00052"PLC-HCDFDIVERSION STRUCTUREDB-17P-00451"SWBD-HCDFCRANE/HOISTP-00461"MPZ-HCDFLIT-1400I-00012"PLC-HCDFWETWELL LIT-1400DB-18P-00372"MPZ-HCDFCOMMUNICATION ANTENNAC-00152"PLC-HCDFCOMMUNICATION ANTENNAI-00082"PLC-HCDFCOMMUNICATION ANTENNADUCTBANK NUMBERCONDUITSIZEFROMTOFUTUREEQ TANKDB07DB06DB05DB03EMH-HCDF-02DB13DB12NOTE 1016'51.DUCTBANKS DB-13, DB-14, DB-15, AND DB-16SHALL BE DIRECT BURY CONDUITS. CONDUITSSHALL BE BURIED WITH A MINIMUM OF 36" OFCOVER.2.CONTRACTOR SHALL FURNISH AND INSTALL SITELIGHTING AS SHOWN. TYPE 'HL7' FIXTURESSHALL BE POLE MOUNTED 12'-0" AFG ANDSUPPLIED FROM MPZ-HCDF, CKT. No.2.CONTRACTOR NOTE CONDUIT AND WIRE IS NOTINCLUDED IN THE DUCTBANK SCHEDULE.CONTRACTOR SHALL FURNISH AND INSTALL THESITE LIGHTING RACEWAY SYSTEMS INACCORDANCE WITH GOOD INSTALLATIONPRACTICES AND AS DIRECTED BY THE ENGINEER.3.FURNISH AND INSTALL A GROUNDING LOOPAROUND THE ANTENNA POLE. GROUND LOOPSHALL BE #4/0 BARE COPPER CONDUCTOR,BURIED 30" DEEP, A MINIMUM OF 3' FROM THEPOLE. FURNISH AND INSTALL (1) GROUND RODTEST WELL PER STANDARD DETAIL 1617001. TIEGROUND LOOP INTO THE ELECTRICAL EQUIPMENTPAD GROUND LOOP AND ANTENNA POLE.FURNISH AND INSTALL LIGHTNING PROTECTIONSYSTEM PER 16670 FOR THE ANTENNA MAST.4.CONTRACTOR SHALL STUB UP AND CAP SPARECONDUIT 6" FROM ANTENNA POLE.5.EACH DUCT BANK GROUND CONDUCTORCROSSING THE GROUND LOOP SHALL BEEXOTHERMICALLY WELDED TO THE GROUNDLOOP CONDUCTOR.DB11DB10SEE NOTE 2, TYP.COMMUNICATIONS ANTENNA,SEE NOTES 3 AND 4DB18DB08DB17LICNESED121398BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-03 HICKORY CREEK DETENTION FACILITY ELECTRICAL STORAGE TANK AND VALVE VAULT - AREA CLASSIFICATION G. RATASKYPLANT NORTHTANK CLEANING MACHINE, TYP OF 3PLANT NORTHA 3/32"=1'-0" STORAGE TANK - BOTTOM PLAN 1/16" = 1'-0" STORAGE TANK - TOP PLAN 1/16" = 1'-0" .')'0& STORAGE TANK: CLASS I, DIV. 1, GROUP D. SPACE CLASSIFIED PER NFPA 820-2016 EDITION, TABLE 4.2.2, ROW 31a AND TABLE 5.2.2, ROW 4a, 4c. CLASS I, DIVISION 1 AREAS: x INTERIOR OF STORAGE TANK. CLASS I, DIVISION 2 AREAS: x 10'-0" ENVELOPE AROUND ALL TANK OPENINGS AND VENTS. x ENTIRE ENCLOSED SPACE WITHIN VALVE VAULT. CLASS I, DIV. 2, GROUP D. NOTES: 1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND WIRING METHODS IN THE CLASSIFIED AREAS SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NEC. 2.10'-0" ENVELOPE IS TYPICAL FOR ALL ROOF PENETRATIONS, INCLUDING HATCHES. NOT ALL ENVELOPES ARE DEPICTED ON SECTION A FOR CLARITY. 10'-0" 10'-0" 10'-0" 10'-0"10'-0"10'-0"10'-0" 10'-0" 10'-0" VALVE VAULT - AREA CLASSIFICATION PLAN 3/8" = 1'-0" BPLANT NORTHB 3/8"=1'-0" SEE NOTE 2 10'-0"10'-0"10'-0"LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-04 HICKORY CREEK DETENTION FACILITY ELECTRICAL STORAGE TANK AND VALVE VAULT - PLANS G. RATASKY TANK CLEANING MACHINE, TYP OF 3PLANT NORTHSTORAGE TANK - PLAN 3/32" = 1'-0" LSHH-2400 LE-2400 VALVE VAULT - PLAN 3/8" = 1'-0" NOTES: 1.CONDUITS FOR TANK LEVEL INSTRUMENTS SHALL STUB UP FROM DUCTBANK AT THIS APPROXIMATE LOCATION. FURNISH AND INSTALL EXPANSION FITTINGS AS CONDUIT EMERGES FROM DUCTBANKS. SUPPORT CONDUITS TO TANK WALL UP TO INSTRUMENTS. 2.THE STORAGE TANK SHALL BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. THE LIGHTNING PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MEET THE PERFORMANCE REQUIREMENTS OF SPECIFICATION SECTION 16670. 3.DRAWINGS ARE SHOWN TO INDICATE GENERAL EQUIPMENT LOCATIONS. COORDINATE EXACT LOCATIONS WITH FIELD REQUIREMENTS AND OTHER DISCIPLINES. 4.REFER TO NEC ARTICLE 250.52 (A)(3) FOR BONDING OF GROUND LOOP TO STRUCTURAL FOUNDATION REBAR. 5.GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE COPPER WIRE 30" MINIMUM BELOW FINISHED GRADE. ALL GROUND CONDUCTORS TO EQUIPMENT OR STRUCTURAL STEEL SHALL BE BARE COPPER WIRE. 6.IF VERTICALLY DRIVEN GROUND RODS ENCOUNTER ROCK BEFORE BEING DRIVEN TO 10'-0" DEPTH, CONTRACTOR SHALL BE PERMITTED TO DRIVE ROD AT AN ANGLE, OR LAY IN ACCORDANCE WITH N.E.C. ARTICLE 250.53(G). MOV-2202PLANT NORTHHCDF-VV-P, SEE PULL BOX DETAIL ABOVE, TYP. OF 3 HCDF-VV-C HCDF-VV-I WATERTIGHT CONDUIT ENTRY HUB, TYP NEMA 4X 304 S.S. PULL BOX WITH LOCKABLE HINGED COVER, SEE SECTION 16130 304 S.S. PEDESTAL WITH HINGED COVER AND FLANGED TOP AND BOTTOM CABLES THROUGH PEDESTAL PVC COATED GRS CONDUIT WITHOUT COUPLINGS, TYP NOTE: 1.REFER TO CONDUIT SCHEDULE FOR NUMBER OF CONDUITS ENTERING PULL BOX. 2.ANY CONDUIT AND WIRE ENTERING OR LEAVING A CLASSIFIED AREA SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NEC. PULL BOX, TYP. N.T.S. STRAIN RELIEF, SEALING CABLE CONNECTOR S.S.EXPANSION ANCHORS TO ELECTRICAL EQUIPMENT PAD TO VALVE VAULT NOTE 1 MOV-2201 FALL PROTECTION, TYP GRAVITY VENTILATOR, TYP LIT-2400 LIT-2400 DSW BURIED COPPER GROUND ROD, TYP SEE NOTE 6 COPPER GROUND ROD WITH TEST WELL, TYP DETAIL 1617001 3'-0"MIN#4/0 BARE COPPER GROUNDING CONDUCTOR, TYP SEE NOTE 5 FAST OPERATING CLAMP ASSEMBLY, TYP 304 S.S. UNISTRUT SUPPORT RACK, TYP. 304 S.S. EXPANDED METAL SCREEN TO BE USED TO COVER FRONT AND BACK OF PEDESTAL LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-05 HICKORY CREEK DETENTION FACILITY ELECTRICAL ODOR CONTROL & BOOSTER PUMP STATION - PLANS G. RATASKYPLANT NORTHEXHF-2030 TANK ODOR CONTROL & BOOSTER PUMP STATION AREA CLASSIFICATION PLANS 1/4" = 1'-0" ODOR CONTROL & BOOSTER PUMP STATION PLANS 1/4" = 1'-0" A 1/4" = 1'-0" .')'0& ODOR CONTROL: CLASS I, DIV. 1, GROUP D. SPACE CLASSIFIED PER NFPA 820-2016 EDITION, TABLE 4.2.2, ROW 20a, 20d. CLASS I, DIVISION 1 AREAS: x NONE CLASS I, DIVISION 2 AREAS: x INTERIOR OF ODOR CONTROL VESSEL. x 3'-0" ENVELOPE AROUND ODOR CONTROL EXHAUST FAN. x 3'-0" ENVELOPE AROUND EXHAUST FROM OUTLET PIPING. x 3'-0" ENVELOPE AROUND LEAKAGE SOURCES ON ODOR CONTROL VESSEL. CLASS I, DIV. 2, GROUP D. NOTES: 1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND WIRING METHODS IN THE CLASSIFIED AREAS SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NEC. 2.MOUNT PANEL MINIMUM OF 4'-0" FROM ODOR CONTROL PIPING. 3.THE ODOR CONTROL TANK SHALL BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. THE LIGHTNING PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MEET THE PERFORMANCE REQUIREMENTS OF SPECIFICATION SECTION 16670. 4.PROVIDE WITH SUNSHADE PER DETAIL 161600. 3'-0"3'-0"3'-0"EXHF-2030 VCP-2030, SEE NOTES 2 AND 4PLANT NORTH3'-0" TANK PMP-2010 PMP-2020 PMP-2020 VCP-2000, SEE NOTE 4 3'-0"3'-0" 3'-0" TANK 3'-0"3'-0"LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-06 HICKORY CREEK DETENTION FACILITY ELECTRICAL PUMP STATION - AREA CLASSIFICATION G. RATASKY PUMP STATION AREA CLASSIFICATION - TOP PLAN 3/16" = 1'-0" PUMP STATION AREA CLASSIFICATION - BOTTOM PLAN 3/16" = 1'-0"PLANT NORTH3'-0"3'-0"18"3'-0"3'-0".')'0& WASTEWATER PUMPING STATION WET WELLS: CLASS I, DIV. 1, GROUP D. SPACE CLASSIFIED PER NFPA 820-2016 EDITION, TABLE 4.2.2, ROW 16a. CLASS I, DIVISION 1 AREAS: x ENTIRE ENCLOSED WET WELL AND SUMP PUMP MANHOLE. CLASS I, DIVISION 2 AREAS: x ENVELOPE 18" ABOVE TOP SLAB OF STRUCTURE EXTENDING 3'-0" IN ALL DIRECTIONS FROM HATCH OPENINGS. CLASS I, DIV. 2, GROUP D. NOTES: 1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND WIRING METHODS IN THE CLASSIFIED AREAS SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NEC. 3'-0"PLANT NORTH3'-0" 3'-0"3'-0"3'-0" LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-07 HICKORY CREEK DETENTION FACILITY ELECTRICAL PUMP STATION - PLANS G. RATASKY PUMP STATION - BOTTOM PLAN 1/4" = 1'-0" PUMP STATION - TOP PLAN 1/4"=1'-0" HCDF-PMP-04 HCDF-PMP-03 HCDF-PMP-02 HCDF-PMP-01 PSH-1401 PSH-1402 PSH-1403 LSH/LSL-1400 JUNCTION BOX,TYP. N.T.S.PLANT NORTHHCDF-PMP-01 JB HCDF-PMP-02 JB HCDF-PMP-03 JB HCDF-PMP-04 JB PSH-1404PLANT NORTHNOTES: 1.SEE JUNCTION BOX DETAIL BELOW. CONTRACTOR SHALL MOUNT JUNCTION BOXES MINIMUM OF 4'-0" FROM WET WELL HATCH OPENING. 2.DRAWINGS ARE SHOWN TO INDICATE GENERAL EQUIPMENT LOCATIONS. COORDINATE EXACT LOCATIONS WITH FIELD REQUIREMENTS AND OTHER DISCIPLINES. 3.ALL "HL7" FIXTURES SHALL BE POLE MOUNTED 12'-0" AFG. REFERENCE DRAWING E-HC-02. SEE NOTE 1, TYP. CRANE/HOIST DSW LE-1400HL7 2 LIT-1400 CRANE/HOIST (ABOVE) (NOTE 3) LIT-1400 DSW NOTE: 1.BONDING OF GROUND WIRES NOT SHOWN FOR CLARITY. 2.REFER TO CONDUIT SCHEDULE FOR NUMBER OF CONDUITS ENTERING JUNCTION BOX. CONDUITS TO ELECTRICAL PAD, TYP. CABLES TO SUPPORT BRACKET IN WET WELL SEPARATION BARRIER FAST OPERATING CLAMP ASSYMBLY, TYP. NON-INTRINSICALLY SAFE CONTROLS TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE POWER TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE WATERTIGHT CONDUIT ENTRY HUB, TYP. STRAIN RELIEF, SEALING CABLE CONNECTOR PVC COATED GRS CONDUIT WITHOUT COUPLING, TYP. 304 S.S. EXPANDED METAL SCREEN TO BE USED TO COVER FRONT AND BACK OF PEDESTAL S.S. EXPANSION ANCHORS 6" CHANNEL TO WET WELL INTRINSICALLY SAFE CONTROL TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE NEMA 4X 304 S.S. JUNCTION BOX WITH LOCKABLE HINGED COVER, SEE SECTION 16130 304 S.S. PEDESTAL WITH HINGED COVER AND FLANGED TOP AND BOTTOM CABLES THROUGH PEDESTAL BENDING RADIUS DEPENDENT ON CONDUIT SIZE, TYP. REMOVABLE CHECKERED PLATE W/ GASKET 304 S.S. UNISTRUT SUPPORT RACK, TYP.5'-0" MIN1616000 1774001 1767001 LIC NES E D 121398 BRETT D. BUELTEL NOTES: 1.FOR DETAILS ON ELECTRICAL EQUIPMENT SUPPORT STRUCTURE REQUIREMENTS, SEE SECTION 16190. 2.MOUNT FIXTURE TO EXTRUDED ALUMINUM BEAMS UNDER CANOPY. FASTENERS SHALL NOT PENETRATE DECKING. 3.GROUNDING SYSTEM SHALL MEET ALL REQUIREMENTS OF SECTION 16170. 4.REFER TO NEC ARTICLE 250.52 (A)(3) FOR BONDING OF GROUND LOOP TO STRUCTURAL FOUNDATION REBAR. 5.ALL TRANSFORMERS, SWITCHBOARDS, AND PANELBOARDS SHALL BE BONDED TO GROUND. 6.GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE COPPER WIRE 30" MINIMUM BELOW FINISHED GRADE. ALL GROUND CONDUCTORS TO EQUIPMENT OR STRUCTURAL STEEL SHALL BE BARE COPPER WIRE. 7.EACH DUCT BANK GROUND CONDUCTOR CROSSING THE GROUND LOOP SHALL BE EXOTHERMICALLY WELDED TO THE GROUND LOOP CONDUCTOR. 8.IF VERTICALLY DRIVEN GROUND RODS ENCOUNTER ROCK BEFORE BEING DRIVEN TO 10'-0" DEPTH, CONTRACTOR SHALL BE PERMITTED TO DRIVE ROD AT AN ANGLE, OR LAY IN ACCORDANCE WITH N.E.C. ARTICLE 250.53(G). 9.THE ELECTRICAL EQUIPMENT CANOPY SHALL BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. THE LIGHTNING PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MEET THE PERFORMANCE REQUIREMENTS OF SPECIFICATION SECTION 16670. 10.DRAWINGS ARE SHOWN TO INDICATE GENERAL EQUIPMENT LOCATIONS. COORDINATE EXACT LOCATIONS WITH FIELD REQUIREMENTS AND OTHER DISCIPLINES. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-08 HICKORY CREEK DETENTION FACILITY ELECTRICAL ELECTRICAL EQUIPMENT - PLANS G. RATASKY ELECTRICAL EQUIPMENT - POWER AND GROUNDING PLAN 1/2" = 1'-0" A 1/2" = 1'-0"A ELECTRICAL EQUIPMENT - LIGHTING PLAN 1/2" = 1'-0" ELECTRICAL EQUIPMENT CANOPY, SEE NOTE 9 HCDF-PMP-01 RVSS-1 (CP-01) HCDF-PMP-02 RVSS-2 (CP-02) HCDF-PMP-03 RVSS-3 (CP-03) HCDF-PMP-04 RVSS-4 (CP-04) RVSS ENCLOSURESWBD-HCDF MPZ-HCDF SWBD-HCDF SECTION A SWBD-HCDF SECTION B CANOPY OVERHEAD CANOPY OVERHEAD LC1 LC1 LC1LC1 3 6a CEILING MOUNTED LIGHT FIXTURE, NOTE 2, TYP. 6a 6a 6a6a PLANT NORTH PLANT NORTH DSW-HCDF MTS-HCDF GEN-HCDF 3 6a WPCR/GFCI 4 WPCR/GFCI4 NOTE 1, TYP. HCDF-RELAY PANEL COPPER GROUND ROD WITH TEST WELL, TYP DETAIL 1617001 3'-0" MIN #4/0 BARE COPPER GROUNDING CONDUCTOR, TYP SEE NOTE 6 BOND GROUND LOOP TO STRUCTURAL FOUNDATION REBAR, SEE NOTE 4 3'-0"MIN3'-0" MIN 3'-0"MINBURIED COPPER GROUND ROD, TYP SEE NOTE 8 PLC-HCDF LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-09 HICKORY CREEK DETENTION FACILITY ELECTRICAL SWBD-HCDF SINGLE LINE DIAGRAM AND ELEVATION G. RATASKY FROM DENTON MUNICIPAL ELECTRIC (DME) SPARE S.E. RATED S1 S2 L MTS-HCDF 480V, 1200A :3 65kA OPEN TRANSITION DSW-HCDF, NOTE 6 13.2/7.62KV - 480/277V 1000KVA UTILITY XFMR 3P/4W LIQUID FILLED PAD MOUNT HCDF-PMP-01 RVSS-1 (CP-01) AF AT 400 300 HCDF-PMP-02 RVSS-2 (CP-02) AF AT 400 300 HCDF-PMP-03 RVSS-3 (CP-03) AF AT 400 300 HCDF-PMP-04 RVSS-4 (CP-04) AF AT 400 300 AF AT 100 30 ODOR CONTROL SYSTEM SKID (VCP-2030) AF AT 100 70 AF AT 225 150 185 228FLA 185 228FLA 185 228FLA 185 228FLA EXHAUST FAN BOOSTER PUMP SKID (VCP-2000) AF AT 100 30 SWBD-HCDF 9$:.$,&1(0$5(1&/2685( SUBMERSIBLE PUMP No. 1 SUBMERSIBLE PUMP No. 2 SUBMERSIBLE PUMP No. 3 SUBMERSIBLE PUMP No. 4 AF AT 100 20 MOV-2201 AF AT 100 20 1 MOV-2202 SPD 300kA NOTE 1 NOTES: 1.SPD CIRCUIT BREAKER SIZE SHALL BE DETERMINED BY THE MANUFACTURER. 2.THE ENTIRE SWITCHBOARD LINEUP SHALL REQUIRE FRONT ACCESS ONLY. SWITCHBOARDS REQUIRING REAR OR SIDE ACCESS ARE NOT ACCEPTABLE. 3.FURNISH AND INSTALL POSI-MAX SERIES POWER DISTRIBUTION PANEL, CATALOG NUMBER PM1C0800, WITH PARALLEL SETS OF CAM LOCK SERIES E1016 RECEPTACLES, OR APPROVED EQUAL. RECEPTACLES SHALL BE GREEN-YELLOW-ORANGE-BROWN IN COLOR TO MATCH OWNER'S EXISTING GENERATOR CONNECTION COLOR CONVENTION. 4.SUBMERSIBLE PUMP HORSEPOWER AND FULL LOAD CURRENT BASED ON XYLEM-FLYGT PUMPS. CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT SIZES WITH ACTUAL SUPPLIED PUMPS AT NO ADDITIONAL COST TO THE OWNER. 5.PRE-WIRED BY MANUFACTURER. 6.SERVICE ENTRANCE RATED FUSED DISCONNECT SWITCH SHALL BE FURNISHED WITH GROUND FAULT PROTECTION RELAY, CT'S, AND ALL ANCILLARY DEVICES REQUIRED. SINGLE LINE DIAGRAM SWBD-HCDF NTS SWBD-HCDF ELEVATION CRANE/HOIST 30" DEEP 3'-0"3'-0" SECTION A SECTION B B7 SEE NOTE 2 B8 B9 B2 B3 B4 B5 B6 B1 A2 A3 A1 A3 A2 A1 UITLITY METER CABINET B6 B7 B8 B9 HCDF-PMP-01 HCDF-PMP-02 HCDF-PMP-03 HCDF-PMP-04 40 52FLA 40 52FLA 40 52FLA B2B1 AF AT 100 30 SPARE AF AT 100 30 SPARE AF AT 100 30 B3 B4 B5 B10 B11 B12 B13 B14 B11 B12 B13 B14 B10 POWER MONITOR 1200:5 (3) P-0000 P-0001 P-0003 P-0004 P-0006 P-0005 P-0017 P-0018 P-0033 P-0035 P-0040 P-0041 P-0042 P-0023 P-0026 P-0029 P-0032 P-0019 P-0020 P-0002 P-0008 P-0009 P-0011 P-0010P-0007 P-0013 P-0014 P-0016 P-0015P-0012 P-0034 BOOSTER PUMP NO. 2 BOOSTER PUMP NO. 1 EXHF-2030 PMP-2010 PMP-2020 AF AT 100 20 SPARE P-0022 P-0025 P-0028 P-0031 CABLE BY MFR, TYP. 1200A HCDF-VV-P P-0043 P-0044 1 MPZ-HCDF P-0021 HCDF-PMP-01 JB HCDF-PMP-02 JB HCDF-PMP-03 JB HCDF-PMP-04 JB 30A 3P P-0045 P-0036 NOTE 5 NOTE 5 NOTE 4, TYP OF 4 GEN-HCDF (NOTE 3) ETU 1200AF 1200AP 1200AT LSIG LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-10 HICKORY CREEK DETENTION FACILITY ELECTRICAL PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS G. RATASKY FROM MPZ-HCDF TYPICAL 120VAC INSTRUMENT RISER DIAGRAM NOTE 1 NOTE 2 NOTES: 1.REFERENCE PANELBOARD SCHEDULE AND CONDUIT AND WIRE SCHEDULE FOR CONDUIT AND WIRE REQUIREMENTS. 2.REFERENCE SECTION 16141 FOR INSTRUMENT DISCONNECT SWITCH REQUIREMENTS. 3.UNLESS OTHERWISE SPECIFIED, ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE 2#12, #12GND IN 3/4" CONDUIT. 4.ODOR CONTROL SYSTEM MFR TO PROVIDE ALL ODOR CONTROL FANS, EQUIPMENT, AND INSTRUMENTATION. CONTRACTOR SHALL FURNISH, INSTALL, AND TERMINATE ALL CONDUIT AND WIRE AS SPECIFIED IN THE CONDUIT AND WIRE SCHEDULE. 5.SITE LIGHTING CIRCUIT SHALL BE 2#10, #10GND IN 1" CONDUIT. 6.BOOSTER PUMP SKID COMPONENTS TO BE PRE-WIRED TO THE CONTROL PANEL BY THE MANUFACTURER. 7.FURNISH WARNING NAMEPLATE ON FRONT PANEL WARNING PERSONNEL ABOUT MULTIPLE SOURCES OF POWER BEING PRESENT IN THE PANEL. 2500 PE/LT M TSH HCDF-PMP-01 JB I-0000 C-0001 PLC-HCDF 1400 LSH MSH 1400 LSL DIVERSION STRUCTURE LEVEL PUMP NO. 1 1400 LE 1400 LIT WETWELL LEVEL WETWELL LEVEL HCDF-PMP-02 JB M TSH MSH HCDF-PMP-03 JB M TSH MSH HCDF-PMP-04 JB M TSH MSH C-0005 C-0008 C-0011 C-0023I-0001 1401 PSH DISCHARGE PRESSURE C-0003 1402 PSH DISCHARGE PRESSURE C-0006 1403 PSH DISCHARGE PRESSURE C-0009 1404 PSH DISCHARGE PRESSURE C-0012 VCP-2030 PUMP NO. 2 C-0016 HCDF-PMP-01 RVSS-1 (CP-01) HCDF-PMP-02 RVSS-2 (CP-02) HCDF-PMP-03 RVSS-3 (CP-03) HCDF-PMP-04 RVSS-4 (CP-04) M VCP-2000 C-0017 M M C-0010C-0007C-0004C-0000 HCDF-PMP-01 HCDF-PMP-02 PUMP NO. 3 HCDF-PMP-03 PUMP NO. 4 HCDF-PMP-04 EXHAUST FAN EXHF-2030 BOOSTER PUMP NO. 1 PMP-2010 BOOSTER PUMP NO. 2 PMP-2020 HCDF-VV-IHCDF-VV-C I-0003 2202 MOV C-0019 2440 PIT 2440 FSL C-0020 C-0021 I-0004 DISCHARGE PRESSURE DISCHARGE LOW FLOW SWITCH MODULATING VALVE 2400 LE I-0007 2400 LIT EQ TANK LEVEL 2400 LSHH C-0018 EQ TANK HIGH-HIGH LEVEL OPEN/CLOSE VALVE 2201 MOV JB 240/120 VOLTS MPZ-HCDF TYPE:NEMA 3R 1 PHASE, 3 WIRE 30A PRIMARY MAIN BREAKER (480V)MOUNT:SURFACE 50A SECONDARY MAIN BREAKER (240V) MODS DESCRIPTION WIRE TRIP POLE CKT No. VOLT-AMPERES VOLT-AMPERES CKT No.POLE TRIP WIRE DESCRIPTION MODSABAB LFD LIT-1400 P-0046 20 1 1 200 1,000 2 1 20 NOTE 5 SITE LIGHTING - LFD HCDF-RELAY PANEL P-0047 20 1 3 200 360 4 1 20 NOTE 3 CONVENIENCE RECEPTACLES GFCI LFD LIT-2400 P-0048 20 1 5 200 260 6 1 20 NOTE 3 CANOPY LIGHTING - -COMMUNICATION ANTENNA P-0037 20 1 7 0 1,000 8 1 20 P-0049 PLC-HCDF - -SPARE 20 1 9 --10 1 20 SPARE - -SPARE 20 1 11 --12 1 20 SPARE - -SPACE -1 13 --14 1 -SPACE - -SPACE -1 15 --16 1 -SPACE - -SPACE -1 17 --18 1 -SPACE - TOTAL 400 200 1,260 1,360 TOTAL PHASE TOTAL TOTAL LOAD (VA) MODIFICATION (MODS) LEGEND:1,660 1,560 3,220 EPD - GROUND FAULT CIRCUIT INTERRUPTER (30mA)TOTAL LOAD (A)NOTES: GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA)13.41666667 10kAIC LOD - LOCK-ON DEVICE 10kVA COMBINATION POWER UNIT LFD - LOCK-OFF DEVICE HCDF-RELAY PANEL (NOTE 7) C-0002 C-0024 C-0025 C-0026 C-0027 DISCHARGE PRESSURE 2430 PSH C-0028 C-0029 NOTE 4 I-0002 PROVIDED BY BOOSTER PUMP SKID MFR, SEE NOTE 6 2410 PSH 2420 PSH DISCHARGE PRESSURE DISCHARGE PRESSURE C-0015 I-0008 CABLE BY MFR, TYP. I-0010 I-0011 1 1 CONTROL ONE LINE DIAGRAM PLC-HCDF LIC NES E D 121398 BRETT D. BUELTEL 1 2 3 4 5 6 8 7 9 11 10 12 13 14 15 16 17 18 19 20 22 21 23 24 25 26 27 28 29 31 33 32 34 35 30 36 37 38 39 40 41 43 42 44 46 45 47 48 49 50 51 52 53 54 55 57 56 58 59 60 61 62 63 64 66 68 67 69 70 65 71 72 73 74 75 76 78 77 79 81 80 82 83 84 85 86 87 88 89 90 92 91 93 94 95 96 97 98 99 101 103 102 104 105 100 NOTES: 1.HCDF-PMP-01, 02, 03, 04 STARTERS SHALL BE HARDWIRE INTERLOCKED SO THAT ONLY THREE OF THE FOUR MAY RUN SIMULTANEOUSLY. 2.PUMP PROTECTION RELAY SHALL BE SUPPLIED BY THE PUMP MANUFACTURER AND SENT TO RVSS MANUFACTURER FOR INSTALLATION. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-11 HICKORY CREEK DETENTION FACILITY ELECTRICAL ELEMENTARY CONTROL SCHEMATICS IG. RATASKY CPT 480/120VAC M20 OL L1 L2 L3 480VAC RVSS RUN RVSS RESET RVSS CR17 M RVSS FAULT TO LINE 35 BELOW RUN TO PLC-HCDF RVSS FAULT RVSS RUN OL RESET START STOP CR17 COMMON FAULT OL PTT A RESET CR 17 ETM PTT G CR38 CR 38 H AO XOO OOX OOX AUTO TO PLC-HCDF START/STOP PUMP PROTECTION RELAY SEAL LEAK DETECTION MOTOR OVERTEMP MOTOR OVERTEMP TO PLC-HCDF TSH-100X MSH-100X TD 26 0-5s 1s TD26 TD26 CR 28 CR28 CR28 HIGH DISCHARGE PRESSURE TO PLC-HCDF HIGH DISCHARGE PRESSURE CR 32 PSH-140X CR32 CR32 TO PUMP SENSORS CR38 PTT A CR28 PTT A CR38 CR32 TD45 TD45 CR 43 RESET TD 45 0-10 SEC 2 SEC RESET TIMER COMMON FAULT TO PLC-HCDF M 20 E-STOP TD-0X RVSS BYPASS XO OX CR 21 PTT W BYPASS PTT W CONTROL POWER BYPASS MODE TO PLC-HCDF CR38CR21 HCDF - RELAY PANEL HCDF-PMP-01/02 ELEMENTARY CONTROL SCHEMATIC HCDF-PMP-0X TSH-100X MSH-100X PSH-140X TD-0X HCDF-PMP-01 TSH-1001 MSH-1001 PSH-1401 TD-01 HCDF-PMP-02 TSH-1002 MSH-1002 PSH-1402 TD-02 CPT 480/120VAC L1 L2 L3 480VAC RVSS RUN RVSS RESET RVSS CR65 M RVSS FAULT TO LINE 84 RUN TO PLC-HCDF RVSS FAULT RVSS RUN START STOP CR65 COMMON FAULT OL PTT A RESET CR 65 ETM PTT G CR87 CR 87 H AO XOO OOX OOX AUTO TO PLC-HCDF START/STOP PUMP PROTECTION RELAY SEAL LEAK DETECTION MOTOR OVERTEMP MOTOR OVERTEMP TO PLC-HCDF TSH-100X MSH-100X TD 75 0-5s 1s TD75 TD75 CR 77 CR77 CR77 HIGH DISCHARGE PRESSURE TO PLC-HCDF HIGH DISCHARGE PRESSURE CR 81 PSH-140X CR81 CR81 CR87 PTT A CR77 PTT A CR87 CR81 TD95 TD95 CR 93 RESET TD 95 0-10 SEC 2 SEC RESET TIMER COMMON FAULT TO PLC-HCDF E-STOP TD-0X PTT W CONTROL POWER CR87 HCDF-PMP-03/04 ELEMENTARY CONTROL SCHEMATIC HCDF-PMP-0X TSH-100X MSH-100X PSH-140X TD-0X HCDF-PMP-03 TSH-1003 MSH-1003 PSH-1403 TD-03 HCDF-PMP-04 TSH-1004 MSH-1004 PSH-1404 TD-04 CR32 PTT A RVSS FAULT CR 35 PTT A TO LINE 11 ABOVE CR43 CR43 CR35 RVSS FAULT CR 84 PTT A TO LINE 59 CR81 PTT A CR84 CR93 HCDF - RELAY PANEL START/STOP FROM PLC-HCDF 24 VDC PR 47 PR47 OC M20 RVSS OC RVSS OC START/STOP FROM PLC-HCDF 24 VDC PR 96 PR96 HCDF-PMP-0X JB TO PUMP SENSORS HCDF-PMP-0X JB NOTE 2 NOTE 2 LIC NES E D 121398 BRETT D. BUELTEL 1 2 3 4 5 6 8 7 9 11 10 12 13 14 15 16 17 18 19 20 22 21 23 24 25 26 27 28 29 31 33 32 34 35 30 36 37 38 39 40 41 43 42 44 46 45 47 48 49 50 51 52 53 54 55 57 56 58 59 60 61 62 63 64 66 68 67 69 70 65 71 72 73 74 75 76 78 77 79 81 80 82 83 84 85 86 87 88 89 90 92 91 93 94 95 96 97 98 99 101 103 102 104 105 100 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-12 HICKORY CREEK DETENTION FACILITY ELECTRICAL ELEMENTARY CONTROL SCHEMATICS II G. RATASKY INTRINSIC SAFETY BARRIER CR 42 LSL-1400 LSH-1400 LOW LEVEL CUTOFF HIGH LEVEL WET WELL CR 44 WET WELL HIGH LEVEL ALARM/ PUMPS ON CR 47 HIGH LEVEL START COMMAND CR42 WET WELL LOW LEVEL ALARM/ CUT-OUT 120VAC FROM MPZ-HCDF CR44 CR47 HCDF-RELAY PANEL ELEMENTARY CONTROL SCHEMATICS HCDF-RELAY PANEL HIGH LEVEL START/LOW LEVEL CUTOUT TO HCDF-PMP-01 TD01 TD02 TD03 TD04 HIGH LEVEL START/LOW LEVEL CUTOUT TO HCDF-PMP-02 HIGH LEVEL START/LOW LEVEL CUTOUT TO HCDF-PMP-03 HIGH LEVEL START/LOW LEVEL CUTOUT TO HCDF-PMP-04 WET WELL LOW LEVEL TO PLC-HCDF CR42 WET WELL HIGH LEVEL ALARM TO PLC-HCDF CR44 RELAY PANEL SHALL BE FURNISHED WITH A WARNING LABEL STATING THAT MULTIPLE SOURCES OF POWER ARE PRESENT WITHIN THE PANEL. PTT W PTT W CR47 TD 01 1-999 SEC 1 SEC HCDF-PMP- 01 START HCDF-PMP- 02 START HCDF-PMP- 03 START HCDF-PMP- 04 START TD 02 1-999 SEC 30 SEC TD 03 1-999 SEC 90 SEC TD 04 1-999 SEC 999 SEC HCDF-PMP-04 JB LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-HC-13 HICKORY CREEK DETENTION FACILITY ELECTRICAL CONDUIT AND WIRE SCHEDULESG. RATASKY CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS P-0000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING CONDUCTORS BY UTILITY COMPANY P-0001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING SPARE P-0002 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND P-0003 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND P-0004 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND P-0005 4"UTILITY XFMR DSW-HCDF 4#350KCMIL, #3/0 GND P-0006 4"UTILITY XFMR DSW-HCDF EMPTY W/ PULLSTRING SPARE P-0007 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0008 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0009 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0010 4"DSW-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0011 4"DSW-HCDF MTS-HCDF EMPTY W/ PULLSTRING SPARE P-0012 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0013 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0014 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0015 4"GEN-HCDF MTS-HCDF 3#350KCMIL, #3/0 GND P-0016 4"GEN-HCDF MTS-HCDF EMPTY W/ PULLSTRING SPARE P-0017 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND P-0018 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND P-0019 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND P-0020 4"MTS-HCDF SWBD-HCDF 3#350KCMIL, #3/0 GND P-0021 4"MTS-HCDF SWBD-HCDF EMPTY W/ PULLSTRING SPARE P-0022 3"SWBD-HCDF HCDF-PMP-01 RVSS-1 3#500KCMIL, #4GND P-0023 4"HCDF-PMP-01 RVSS-1 HCDF-PMP-01 JB 3#500KCMIL, #4GND P-0024 ---NOT USED P-0025 3"SWBD-HCDF HCDF-PMP-02 RVSS-2 3#500KCMIL, #4GND P-0026 4"HCDF-PMP-02 RVSS-2 HCDF-PMP-02 JB 3#500KCMIL, #4GND P-0027 ---NOT USED P-0028 3"SWBD-HCDF HCDF-PMP-03 RVSS-3 3#500KCMIL, #4GND P-0029 4"HCDF-PMP-03 RVSS-3 HCDF-PMP-03 JB 3#500KCMIL, #4GND P-0030 ---NOT USED P-0031 3"SWBD-HCDF HCDF-PMP-04 RVSS-4 3#500KCMIL, #4GND P-0032 4"HCDF-PMP-04 RVSS-4 HCDF-PMP-04 JB 3#500KCMIL, #4GND P-0033 2"SWBD-HCDF VCP-2030 3#4, #8GND P-0034 2"VCP-2030 EXHF-2030 3#4, #8GND P-0035 3"SWBD-HCDF VCP-2000 3#4/0, #6GND P-0036 4"UTILITY XFMR DSW-HCDF EMPTY W/ PULLSTRING SPARE P-0037 2"MPZ-HCDF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA P-0038 1"MPZ-HCDF EQ TANK EMPTY W/ PULLSTRING SPARE; STUB UP AND CAP P-0039 1"MPZ-HCDF EQ TANK EMPTY W/ PULLSTRING SPARE; STUB UP AND CAP P-0040 1"SWBD-HCDF HCDF-VV-P 3#12, #12GND P-0041 1"SWBD-HCDF HCDF-VV-P 3#12, #12GND P-0042 1"SWBD-HCDF MPZ-HCDF 3#10, #10GND P-0043 1"HCDF-VV-P MOV-2201 3#12, #12GND P-0044 1"HCDF-VV-P MOV-2202 3#12, #12GND P-0045 1"SWBD-HCDF CRANE/HOIST 3#10, #10GND VIA DSW P-0046 1"MPZ-HCDF LIT-1400 2#12, #12GND P-0047 1"MPZ-HCDF HCDF-RELAY PANEL 2#12, #12GND P-0048 1"MPZ-HCDF LIT-2400 2#12, #12GND P-0049 1"MPZ-HCDF PLC-HCDF 2#12, #12GND P-0050 2"SWBD-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRING FOR FUTURE EQ TANK P-0051 1"MPZ-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRING FOR FUTURE EQ TANK CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS C-0000 2"PLC-HCDF HCDF-PMP-01 RVSS-1 20#14, 14GND C-0001 1"HCDF-PMP-01 RVSS-1 HCDF-PMP-01 JB 10#14, 14GND C-0002 1"HCDF-PMP-01 RVSS-1 HCDF-RELAY PANEL 4#14, 14GND C-0003 1"HCDF-PMP-01 RVSS-1 PSH-1401 4#14, 14GND C-0004 2"PLC-HCDF HCDF-PMP-02 RVSS-2 20#14, 14GND C-0005 1"HCDF-PMP-02 RVSS-2 HCDF-PMP-02 JB 10#14, 14GND C-0006 1"HCDF-PMP-02 RVSS-2 PSH-1402 4#14, 14GND C-0007 2"PLC-HCDF HCDF-PMP-03 RVSS-3 20#14, 14GND C-0008 1"HCDF-PMP-03 RVSS-3 HCDF-PMP-03 JB 10#14, 14GND C-0009 1"HCDF-PMP-03 RVSS-3 PSH-1403 4#14, 14GND C-0010 2"PLC-HCDF HCDF-PMP-04 RVSS-4 20#14, 14GND C-0011 1"HCDF-PMP-04 RVSS-4 HCDF-PMP-04 JB 10#14, 14GND C-0012 1"HCDF-PMP-04 RVSS-4 PSH-1404 4#14, 14GND C-0013 ---NOT USED C-0014 ---NOT USED C-0015 2"PLC-HCDF COMMUNICATION ANTENNA COAX CABLE C-0016 2"PLC-HCDF VCP-2030 16#14, 14GND C-0017 2"PLC-HCDF VCP-2000 38#14, 14GND C-0018 1"PLC-HCDF LSHH-2400 4#14, 14GND C-0019 1"PLC-HCDF HCDF-VV-C 18#14, 14GND C-0020 1"HCDF-VV-C MOV-2201 12#14, #14GND C-0021 1"HCDF-VV-C MOV-2202 6#14, 14GND C-0022 1"PLC-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRINGS FOR FUTURE EQ TANK C-0023 1"PLC-HCDF HCDF-RELAY PANEL 6#14, #14GND C-0024 1"HCDF-PMP-02 RVSS-2 HCDF-RELAY PANEL 4#14, #14GND C-0025 1"HCDF-PMP-03 RVSS-3 HCDF-RELAY PANEL 4#14, #14GND C-0026 1"HCDF-PMP-04 RVSS-4 HCDF-RELAY PANEL 4#14, #14GND C-0027 1"HCDF-RELAY PANEL HCDF-PMP-04 JB 6#14, #14GND C-0028 2"VCP-2030 EXHF-2030 AS REQ'D BY MFR C-0029 1"VCP-2030 PSH-2430 AS REQ'D BY MFR C-0030 1"PLC-HCDF EQ TANK EMPTY W/ PULLSTRINGS SPARE; STUB UP AND CAP CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS I-0000 2"PLC-HCDF DIVERSION STRUCTURE PE/LT-2500 2(2/C #16TSH), #14GND I-0001 2"PLC-HCDF WETWELL LIT-1400 2(2/C #16TSH), #14GND I-0002 2"PLC-HCDF VCP-2000 2(2/C #16TSH), #14GND I-0003 2"PLC-HCDF HCDF-VV-I 3(2/C #16TSH), #14GND I-0004 2"HCDF-VV-I MOV-2202 3(2/C #16TSH), #14GND I-0005 2"PLC-HCDF DIVERSION STRUCTURE EMPTY W/ PULLSTRINGS SPARE I-0006 2"PLC-HCDF EMH-HCDF-02 EMPTY W/ PULLSTRINGS FOR FUTURE EQ TANK I-0007 2"PLC-HCDF LIT-2400 2(2/C #16TSH), #14GND I-0008 2"PLC-HCDF COMMUNICATION ANTENNA EMPTY W/ PULLSTRINGS SPARE; STUB UP / CAP AT ANTENNA I-0009 ---NOT USED I-0010 1"LIT-1400 LE-1400 CABLE BY MFR I-0011 1"LIT-2400 LE-2400 CABLE BY MFR LIC NES E D 121398 BRETT D. BUELTEL PLC-HCDF PLC-HCDF HMI HMI M M M M I-HC-02 FROM TANK / FLOW METER 12"-PD-PVC 30"-RS-DIP16"-RS-DIP 16"-RS-DIP 16"-RS-DIP 16"-RS-DIP 48"-RS-FRP 30"-RS-RCPCOMBINATION AIR VALVE (TYPICAL) I-HC-02 FROM NON-POTABLE WATER LINE HOSE STATION 2"-NPW-DIPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPUMP FAIL IN HAND TYPICAL FOR PMP-02, PMP-03 AND PMP-04 HIGH TEMP RVSSOOOOOORUNOOOOOOSTART/ STOP CP-01 NOTES: 1.TYPICAL FOR PMP-02, PMP-03 AND PMP-04. 2.LOW OIL LEVEL RELAY SHALL SHUTDOWN PUMP. 3.RVSS BYPASS CONTROLS FOR PUMP NO. 1 AND PUMP NO. 2 ONLY. 4.DRAIN PUMP SHALL AUTOMATICALLY SHUTDOWN UPON LOW LEVEL RELAY. 5.SEE ELECTRICAL DRAWINGS FOR PANEL DETAILS.OOOOOOLEVEL OOI-HC-02 LI-2500 30"-RS-RCP30"-RS-RCPDIVERSION STRUCTURE 6"-NPW-PVC 12"-PD-PVCOOOOOOHIGH PRESSURE I-HC-02 FROM TANK OVERFLOW 24"-PD-PVC RELAY PANEL SEE NOTE 1 6"-NPW-PVC 120/1ES *ASTERISK IDENTIFIES FIELD INSTRUMENTS FURNISHED BY EQUIPMENT SUPPLIEROOOOOOIN BYPASS SEE NOTE 3 TYP. FOR PMP-01 AND PMP-02 ONLY TO TANK I-HC-02 10"-RS-DIP 30"-RS-PVC * * * * * * * * SEE NOTE 5 FROM PROCESS DRAINS 6"-NPW-PVC IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA I-HC-01 HICKORY CREEK DETENTION FACILITY INSTRUMENTATION PUMP STATION AND INTERCEPTOR D. EDWARDS PLC-HCDF PLC-HCDF HMI HMI FROM HCDF PUMP STATION TO HC INTERCEPTOR M M PROVIDED BY ODOR CONTROL SYSTEM MFR. PROVIDED BY BOOSTER PUMP SKID MFR. TO HCDF PUMP STATION6"-NPW-DIP12"-PD-PVC30"-FM-DIP4"-NPW-DIP 6"-NPW-PVCEXHAUST TO ATM. M 24"-PD-DIPTO HCDF PUMP STATION FROM POTABLE WATER SUPPLY 4"-NPW-DIP 4"-NPW-DIP 18"-FA-FRP 1 1 POSITION COMMAND POSITION FEEDBACK IN REMOTE RUN IN HAND FAIL E-STOP HIGH-HIGH LEVEL ALARM LEVEL START/ STOP HIGH PRESSURE ALARM 3 RUN IN HAND FAIL E-STOP START/ STOP COMMON ALARM 5 COMMON PRESSURE TYPICAL FOR PUMP 2020 LI-2500 1 FUNCTIONAL CONTROL DESCRIPTIONS: MOV-2202 SHALL BE MODULATED TO ACHIEVE DESIRED FLOW RATE WHICH IS CALCULATED USING THE LEVEL READING OF THE INTERCEPTOR STRUCTURE (LI-2500). 1 4"-NPW-DIP4"-NPW-DIP4"-NPW-DIP6"-FA-FRPFROM PUMP STATION VCP-2000 8"-PW-PVC6"-NPW-PVC 1 ELECTRICAL INTERLOCKS: BOOSTER PUMP (PMP-2010) SHALL SHUTDOWN UPON HIGH DISCHARGE PRESSURE (PSH-2410). TYPICAL FOR PMP-2020. 1 GENERAL NOTES: TYPICAL WIRING ARRANGEMENT FOR PMP-2020. BOTH PUMPS SHALL BE WIRED TO VCP-2000. SEE SPECIFICATION SECTION 13252 FOR DETAILED LIST OF PANEL COMPONENTS AND REQUIREMENTS. 1. 4 5 LOW FLOW 3 4 VCP-2030 2. SEE NOTE 2 480/3 ES 120/1ES 480/3 ES 480/3ES HIGH PRESSURE ALARM SEE NOTE 2 6"-NPW-DIP TO PROCESS DRAIN 16"-FA-FRP 16"-FA-FRP HIGH PRESSURE ALARM 480/3 ES 1 2 CLOSE IN REMOTE OPEN CLOSED OPENED LOW COMMON DISCHARGE PRESSURE SEE NOTE 3 3. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA I-HC-02 HICKORY CREEK DETENTION FACILITY INSTRUMENTATION STORAGE TANK, ODOR CONTROL AND WASHDOWN SYSTEM D. EDWARDS 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 R 1 0 ' R10' STAKING TABLE POINT # 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 NORTHING 7121321.4394 7121331.4394 7121331.4394 7121397.1176 7121397.1176 7121382.8416 7121382.8416 7121362.0034 7121362.0034 7121331.5967 7121331.5967 7121321.6176 7121348.0343 7121395.1176 7121365.0034 7121379.8416 7121376.6400 7121369.4805 7121373.0320 7121469.5240 7121482.2867 7121388.3584 EASTING 2403670.9368 2403670.9140 2403680.9140 2403680.9140 2403739.9140 2403739.9140 2403750.0926 2403750.0926 2403739.9140 2403739.9140 2403749.9140 2403749.2677 2403698.9140 2403725.9140 2403747.0926 2403739.9140 2403766.7484 2403772.7562 2403783.6136 2403861.4650 2403872.7159 2403848.3684 DESCRIPTION EOP RADIUS EOP EOP EOP EOP EOP EOP EOP EOP RADIUS EOP EOB EOB EOC EOC EOC EOC POWER POLE STRUCTURE STRUCTURE MH 15 1"=30'-0" 30 0 30' IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER B. EDWARDS C-PC-01 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION CIVIL STAKING AND PAVING PLAN J. LONDON TREATMENT PLANT ROADTREATMENT PLANT ROAD 100 YEAR FLOODPLAIN (CORRECTED EFFECTIVE, SEE NOTE 1) ZONE X, N O B F E EX GRAVEL DRIVEEX PLANT GATE EX BUILDING EX METER VAULT BENCHMARK ELEVATION DESCRIPTION B.M.1 565.53 "X" CUT ON NORTHWEST CORNER OF CONCRETE (NOT SHOWN)STRUCTURE ON WEST SIDE OF ENTRY ROAD, 280 FT SOUTHEAST OF ENTRY GATE TO WATER RECLAMATION PLANT. B.M.2 562.75 "X" CUT ON EAST CURB OF ENTRY ROAD. 150 FT EAST OF ENTRY GATE TO WATER RECLAMATION PLANT. NOTE: BEARING SYSTEM FOR THIS SURVEY IS BASED ON THE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (2011), TEXAS NORTH CENTRAL ZONE 4202. ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 GRAVEL ACCESS DRIVE 20' SLIDING ACCESS GATE 0244400 CHAIN LINK FENCE TO BE INSTALLED 2' FROM EDGE OF PAVEMENT WPF PUMP STATION TOC = 567.00 TRANSFORMER ELECTRICAL EQUIPMENT PAD 59'76'27'3'2'18'14' ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 RESTORE SECTION OF EXISTING ASPHALT PAVEMENT RESTORE SECTION OF EXISTING GRAVEL PAVEMENT RESTORE SECTION OF EXISTING GRAVEL PAVEMENT SS MH PP DIVERSION STRUCTURE 100 YEAR FLOODPLAIN (CORRECTED EFFECTIVE, SEE NOTE 1) B.M.2 OVERHEAD ELECTRIC LINES (BY OTHERS), SEE ELEC DRAWINGSEX GRAVEL DRIVETOTAL AREA:1.2 AC EXIST IMPERV.0 AC NEW IMPERV.0.13 AC TOTAL IMPERV.0.13 AC % IMPERV.11 % 0244400 ZONE AE, B F E 5 5 9 . 0 0 NOTES: 1.100-YR FLOODPLAIN SHOWN BASED ON CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR 16-06-3314R DATED NOVEMBER 11, 2016. LIC NES E D 113114 BRANDT N. MILLER 55 5 556 557 558 5 5 9 565564 566 567 5 6 8 565 569 554 555 556 557 558 559 560 561 562 56 3 564564 5 6 5 5 6 9 566567566555556565 566 567565560 565 565563563569 570 5 7 1 57 2 573 571 5 7 2 570569568567566570571570 NOTES: 1.100-YR FLOODPLAIN SHOWN BASED ON CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR 16-06-3314R DATED NOVEMBER 11, 2016. 10 20'020 1"=20'-0" IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER B. EDWARDS C-PC-02 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION CIVIL GRADING AND EROSION CONTROL PLAN J. LONDON TREATMENT PLANT ROAD EX BUILDING WPF PUMP STATION TOC=567.00 GRAVEL ACCESS DRIVE REMOVE EXISTING TREE POWER POLE (BY OTHERS), SEE ELEC DRAWINGS TRANSFORMER ELEC EQUIPMENT PAD SS MH DIVERSION STRUCTURE CONSTRUCTION STAGING AREA EX PLANT GATE 3'60'25' REMOVE EXISTING TREE, TYP OF 2 TREE PROTECTION FENCE, TYP LIMITS OF DISTURBANCE, TYP SILT FENCE, TYP TREE PROTECTION FENCE, TYP MATCH-LINE, SEE LEFT MATCH-LINE, SEE RIGHT LIMITS OF DISTURBANCE, TYP SILT FENCE, TYP 0227000 SECTION OF EXISTING GRAVEL ROADWAY TO BE RESTORED 0227000 0227033 0257701 TEMPORARY SLOPE MATTING 1 C-D-04 100 YEAR FLOOD ELEVATION (FEMA) ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 STABILIZED CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE, TYP SILT FENCE, TYP 0227000 ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 100 YEAR FLOODPLAIN (CORRECTED EFFECTIVE, SEE NOTE 1) EX METER VAULT 15'EX GRAVEL DRIVEEX G R A V E L D RI V E ZONE X, N O B F E ZONE AE, B F E 5 5 9 . 0 0 LIC NES E D 113114 BRANDT N. MILLER 535 540 545 550 555 560 565 570 -0+50 0+00 1+00 2+00 2+50 WEST PEAK FLOW PUMP STATION SEE M-PC-01 42"-RS-FRP @ 0.24% SLOPE 42"-RS-FRP @ 0.24% SLOPEFL 42" OUT: 538.80 (W)FL 42" IN: 539.00 (N)STA 1+22.45RIM: 559.34SSMH 1FL EX 42" OUT: 539.19 (E)SEE NOTE 3FL EX 42" IN: 539.19 (W)RIM: 555.50DIVERSION STRUCTUREEX GROUND OVER CL OF PIPE NEW GRADE OVER CL OF PIPE STA 0+00.00 FL 538.50 @ WEST PEAK FLOW PUMP STATION WALL STA 2+04.56 FL 539.19 @ DIVERSION STRUCTURE WALL 205 LF 42" FIBERGLASS REINFORCED PIPE (ASTM D3262) BY OPEN CUT DUCT BANK 55 5 556 557 558 5 5 9 565564 566 567 5 6 8 565 555 556 557 558 559 560 561 562 56 3 564564 5 6 5 5 6 9 567566565 566 567565560 565 5655635630+00 1+00 2+00STA 1+22.45 SSMH 1 (6' ∅) W/ WATERTIGHT COVER N: 7121388.36 E: 2403848.3742"-RS-FRP36" FORCE MAIN SEE DWG C-PC-04 FOR PLAN & PROFILE LIMITS OF DISTURBANCE, TYP 40'27'TRANSFORMER ELEC EQUIPMENT PAD 42"-RS-FRP DIVERSION STRUCTURE SEE S-PC-03 100 YEAR FLOODPLAIN (CORRECTED EFFECTIVE, SEE NOTE 1) ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 ZONE X , N O B F E ZONE A E , B F E 5 5 9 . 0 0 6"-NPW-PVC SEE NOTE 5 STA 0+34.32 6" 90° HORIZ BEND N 7121382.84 E 2403760.24 3+520+00 1+002+00 3+00 WEST PEAK FLOW PUMP STATION STA 1+67.23 6" 90° HORIZ BEND N 7121249.94 E 2403760.24 STA 3+06.43 6" 45° HORIZ BEND N 7121249.94 E 2403899.44 STA 3+44.99 6" 45° HORIZ BEND N 7121277.21 E 2403926.71 STA 0+00.00 CONNECTION AT PS WALL N 7121382.84 E 2403725.91 FL 560.50 CONNECTION AT REUSE METER VAULT SEE DETAIL DUCT BANK, TYP SEE DWG E-PC-01 5'5'20'20' IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-PC-03 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION CIVIL GRAVITY DIVERSION PIPELINE PLAN AND PROFILE J. LONDON NOTES: 1.CONCRETE ENCASEMENT SHALL EXTEND 5 FEET PAST THE LIMITS OF THE ROAD. 2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. 3.CONTRACTOR SHALL VERIFY FLOW LINE ELEVATIONS PRIOR TO CONSTRUCTION. 4.100-YR FLOODPLAIN SHOWN BASED ON CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR 16-06-3314R DATED NOVEMBER 11, 2016. 5.CONTRACTOR TO INSTALL THE 6"-NPW-PVC WITH MINIMUM 4 FT COVER AND PROVIDE 12" MINIMUM CLEARANCE AT ALL CROSSINGS WITH EXISTING UTILITIES. CONTRACTOR TO INSTALL THE 6"-NPW-PVC UNDER THE NEW DUCT BANKS, PROVIDING VERTICAL BENDS IF REQUIRED, AND MAINTAINING 12" CLEARANCE. 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30' 18"-NPW-ABS 18"-NPW-DIP 18"-NPW-ABS 1 1/2"-NPW-DIP 18"x6" TAPPING SLEEVE 6"-NPW-PVS PIPE SUPPORT (TYP) 2'-0" SEE CIVIL SHEETS FOR CONTINUATION WALL THIMBLE 1509402 1509209R 1/2" = 1'-0" REUSE METER VAULT PLAN LIC NES E D 113114 BRANDT N. MILLER 535 540 545 550 555 560 565 570 575 580 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 EX GROUND OVER CL OF PIPE NEW GRADE OVER CL OF PIPE STA 4+28.5342"x36" TAPPING SADDLE& 36" PLUG VALVESTA 1+69.4436" 45° HORIZ BENDSTA 1+69.4436" 45° HORIZ BENDSTA 0+06.2136" 45° HORIZ BENDSTA 0+00.00 CONNECT TO 36"-RS-DIP AT PUMP STATION (TRANSITION TO PVC PIPE) FL 552.2± 36"-RS-DIP SEE DWG M-PC-01 STA 4+20.4436" 45° HORIZ BENDCENTER PIPE JOINT ON CONC ENCASEMENT 24" MIN CONNECT TO EX 42"-RS-RCP FL ELEV 563.20± SEE NOTE 3 CENTER PIPE JOINT ON CONC ENCASEMENT STA 0+14.4036" 45° HORIZ BEND36"-RS-PVC @ 2 . 6 8 % S L O P E 429 LF 36" PVC (C900 DR18) BY OPEN CUTFL 554.85FL 557.54FL 560.22FL 562.90555556557558559565564566567568565 569567566 555 556 565566567565 560565565 563 563 0+00 1+00 36"-RS-PVC 20'20'CONC ENCASMENT SEE NOTE 1 WEST PEAK FLOW PUMP STATION LIMITS OF DISTURBANCE, TYP TRANSFORMER ELEC EQUIPMENT PAD STA 0+14.40 36" 45° HORIZ BEND N: 7121344.83 E: 2403746.41 STA 0+00.00 CONNECT TO 36"x12" TEE SEE M-PC-014"-PW-PVC SEE C-PC-03 42"-RS-FRP SEE C-PC-03 MH ENVIRONMENTALLY SENSITIVE AREA 3, SEE C-G-05 ZON E X, N O B F E ZON E A E, B F E 5 5 9. 0 0 100 YEAR FLOODPLAIN (CORRECTED EFFECTIVE, SEE NOTE 1) 6"-NPW-PVC SEE C-PC-03 STA 0+06.21 36" 45° HORIZ BEND N: 7121350.62 E: 2403740.62 DUCT BANK, TYP 565566567568565 569570571 572 573 571 572 570 569 57 1 568568 567 5 6 6 569 569 568 567 566 570 571570 5 6 6 565 566 5671 + 0 0 2+00 3+00 4+00 STA 1+69.44 36" 45° HORIZ BEND N: 7121189.79 E: 2403746.41 3 6 " - R S - P V C 36"-RS-PVC STA 4+28.53 42"x36" TAPPING SADDLE & 36" PLUG VALVE N: 7121002.34 E: 2403921.70 LIMITS OF DISTURBANCE, TYP STA 4+20.44 36" 45° HORIZ BEND N: 7121002.58 E: 2403913.61 CONC ENCASEMENT SEE NOTE 120'20'20'20'C O N C E N C A S M E N T S E E N O T E 1 LI M I T S O F D I S T U R B A N C E , T Y P STA 0+14.40 36" 45° HORIZ BEND N: 7121344.83 E: 2403746.41 42"-RS-RCP 6 " - N PW - P V C S E E C - P C - 0 3 D U C T B A N K , T Y P IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-PC-04 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION CIVIL FORCE MAIN PIPELINE PLAN AND PROFILE J. LONDON MATC H LINE STA 1 +50, THIS S HEET MATCH LINE STA 1+50, THIS SHEETNOTES: 1.CONCRETE ENCASEMENT SHALL EXTEND 5 FEET PAST THE LIMITS OF THE ROAD. 2.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT EVERY VERTICAL AND HORIZONTAL BEND. SEE C-D-01 AND C-D-02 FOR DETAILS. 3.CONTRACTOR SHALL VERIFY FLOW LINE ELEVATIONS PRIOR TO CONSTRUCTION. 4.4.100-YR FLOODPLAIN SHOWN BASED ON CORRECTED EFFECTIVE LOCATION IN FEMA CLOMR 16-06-3314R DATED NOVEMBER 11, 2016. 5.BOLLARDS SHALL BE INSTALLED APPROXIMATELY 3'-0" FROM THE VALVE ACTUATOR. 0 VERTICAL SCALE: 1"=5' 05 5 HORIZONTAL SCALE: 1" = 30' 30 15 30' BOLLARD TYPE 1, TYP OF 4, SEE NOTE 5 0245100 LIC NES E D 113114 BRANDT N. MILLER F. POWELL K. GRISSOM S-PC-01 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION STRUCTURAL PUMP STATION - PLANS C. PHILLIPS BOTTOM PLAN 1/4" = 1'-0" TOP PLAN 1/4" = 1'-0" S-PC-02 APLANT NORTHPLANT NORTH27'-0"24'-0"1" EXP JTMATL23'-0"18" TYP SLOPESLOPEIF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM3'-0"3'-0"8'-11"7'-6"8'-11"2'-6"2'-6"28'-0" 2'-6" 3'-0"3'-0"6'-1"18"TYP23'-0"2'-6" S-PC-02 ATYP INTERMEDIATE PLAN 1/4" = 1'-0"SLOPEFILL HPT 531.83 23'-0" 28'-0"21'-0"22"4'-6"12"26'-0"2'-2" TYP 3'-8" TYP 2'-8" TYP TOW 542.00PLANT NORTH2'-6"2'-6"2'-6"2'-6"FILL EL 533.92, TYP HPT 567.00 HPT 567.00 S-PC-02 A S-PC-02 A S-PC-02 A 18" TYP MONORAIL SUPPORT FRAME COL BY MANF, TYP 6'-0" MONORAIL HOOK EXTENTS 9"TYPS-PC-02 B TYP AL ACCESS DOOR, TYP 35" 8" TYP 6'-5" TYP 8", TYP 8" TYP SLOPE7'-2"0'-0" MONORAIL HOOK EXTENTS 18"AL CHECKERED PL, TYP PIPE PENETRATION, TYP 27'-0"26'-0"21'-0"4'-0" TYP 7'-6" TYP FILL HPT 536.75 FILL 531.83, TYP x EL 530.00 2'-8"2'-3"S-PC-02 A 14" TYP *2'-10"4 S-PC-02 TYP 21"VARIES VARIES 21"21"21"11"17"C8X5.82 ALC8X5.82 ALC8X5.82 AL C8X5.82 AL I10X10.3 AL PIPE PENETRATION (PIPE DIA + 1") 1/4" AL CHECKERED PL AL ACCESS DOOR TYP AL FRAMING CONNECTION 0513100 TYP AL BEAM TO CONC CONNECTION 0513000 L3X3X1/4 AL EMBED (4 SIDES) SPLIT CHECKERED PL JT W/ JT SEALANT DETAIL 2 S-PC-011/2" = 1'-0" DETAIL 3 S-PC-021 1/2" = 1'-0" I10 AL AL ACCESS DOOR 1"X1/4"X4" ANCHOR LUG @16" OC, MIN TWO EACH SIDE AL CHECKERED PL DRILL AND TAP FOR 3/8"ØX5/8" LG SST FLAT HEAD MACHINE SCREW @12", TYP ALL SIDES C8 AL 3/8"Ø SST COUNTERSUNK NUT AND BOLT @12", TYP CONC BEAM CONC WALL L3X3X1/4 AL EMBEDDED ANGLE TYP2 S-PC-01 TYP CRADLE PIPE SUPPORT 0331601 12" 6'-0"5'-10"6'-0" TYP 8"20" TYP 12"SLOPELPT 566.83 LPT 566.92 SLOPES-PC-02 E S-PC-02 F TYP DETAIL 5 S-PC-023" = 1'-0" 1/4" AL CHECKERED PL FLUSH WITH SURFACE ANCHOR LUG @18" OC MIN TWO EACH SIDE EXTRUDED AL FRAME 4'-2"CONC BEAM WITHIN SLAB, TYP LIC NES E D 109383 FREDRICK P. POWELL EL 542.00 EL 536.67 EL 555.00 EL 530.00 EL 566.92 EL 531.00 EL 556.50EL 556.50 EL 564.50 EL 564.42 F. POWELL K. GRISSOM S-PC-02 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION STRUCTURAL PUMP STATION - SECTIONS, DETAILS AND BEAM SCHEDULE C. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM SECTION S-PC-01 A 1/4" = 1'-0" SUBGRADE COMPACTED PER SPECIFICATIONS 6" MIN CHICO STONE 1" EXP JT MATL 2'-0" TYP 1'-6"" TYP18"FILL HPT 531.83 HPT 536.75 EL 531.8310°12"NOTES: 1.MONORAIL SUPPORT FRAME LATERAL LOAD RESISTING SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH SPECIFICATION 14600. NO BRACING SHALL BE LOCATED BELOW ELEVATION 574.67 AND NO BRACING SHALL BE LOCATED ON THE WEST SIDE OF THE SUPPORT FRAME TO ALLOW PUMP REMOVAL. CALCULATIONS FOR THE MONORAIL AND SUPPORT FRAME SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. 2.EXCAVATION INTO SHALE WILL BE NECESSARY FOR CONSTRUCTION OF PUMP STATION. FOR ILLUSTRATIVE PURPOSES ROCK EXCAVATION IS SHOWN AS A VERTICAL CUT. CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR DETERMINING MEANS FOR EXCAVATION AND SUPPORT. CONTRACTOR SHALL SUBMIT PROPOSED MEANS OF EXCAVATION TO ENGINEER FOR APPROVAL. IF SHORING SYSTEM OR EXCAVATION SUPPORT SYSTEM IS NECESSARY FOR EXCAVATION, DESIGN OF SYSTEM IS EXCLUSIVELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND STRUCTURAL CALCULATIONS ON ANY EXCAVATION SUPPORT SYSTEM, BOTH SEALED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF TEXAS. 3.FOR CONCRETE BEAMS SEE STANDARD DETAIL 0331801. 4.MONORAIL SUPPORT SHALL INCLUDE A 6'-0" SQ HOIST COVER 2'-6"#9@8" EW, T&B #9@8" EF, EF, TYP #7@8" EF, EF, TYP #6@8" EW, T&B #6@8" TYP #9 DWLS @8" EF, TYP ON-SITE CLAY, SEE NOTE F-11/G-S-07 12" MIN CHICO STONE RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 #5@8" EF, EW #5@8" EW, T&B 3'-1"MONORAIL SUPPORT FRAME, SEE NOTE 1 #4@8" EW HIGH HOOK EL 583.00 DETAIL 1 S-PC-023/4" = 1'-0" SEE SECT A/S-PC-02 FOR REINF 14"12"3'-1"11"x1" CONT NEOPRENE PAD, DUROMETER HARDNESS = 50 W/ ADH 3-#7 BARS #7 CONT ANCHOR BAR #4 TIES @4" #7@8" 1 S-PC-02 SECTION A-A 1/S-PC-02 AA 18"12" 2'-6" SECTION S-PC-01 B 3/4" = 1'-0" #4 STIRRUPS FILL LPT 530.00 AL ACCESS DOOR, TYP MONORAIL SUPPORT FRAME BRACING NOT SHOWN, SEE NOTE 1 AL ACCESS DOOR TOP OF ROCK APPROX EL 540.00, SEE NOTE 2 EXCAVATION SUPPORT SYSTEM BY CONTRACTOR IF NECESSARY, SEE NOTE 2 BACKFILL IN CONFINED AREAS W/ #57 STONE, TYP 6" CONC MUD SLAB AL CHECKERED PL I10X10.3 12" SELECT FILL ON-SITE MOISTURE CONDITIONED FILL, UNO SELECT FILL ON-SITE MOISTURE CONDITIONED FILL, UNO #7@8" 3 S-PC-01 FOR REINF, SEE SECT A/S-PC-02 FOR REINF, SEE SECT A/S-PC-02 ANCHOR LUG@16" OC, MIN TWO EACH SIDE, TYP DRILL AND TAP FOR 3/8"ØX5/8" LG SST FLAT HEAD MACHINE SCREW @12", TYP ALL SIDES L3X3X1/4 AL EMBEDDED ANGLE, TYP 2'-6"SKIN REINF, SEE STD DET 0331801 30"4"2"#3 #3 ADHESIVE DWLS @8" 2" TYP 2" A A SECTION A-A 4/S-PC-02 #3 ADHESIVE DWL #3 ROUGHEN SLAB TO 1/4" AMPLITUDE AND APPLY EPOXY BONDING AGENTDETAIL4 S-PC-011" = 1'-0" #3@8" EW #4 TIES @4" TYP WALL REINF, TYP #7@8"24"8"TYP8"TYP8"TYPSECTION S-PC-01 E 3/4" = 1'-0" SECTION S-PC-01 F 1/2" = 1'-0"6"12"VARIES#7@8" EW, T&B SEE SECT A/S-PC-02 FOR REINF SEE SECT A/S-PC-02 FOR REINF 2" SEAT 20"#4 STIRRUPS @8" 3-#8 BARS, T&B CONC BEAM 2X4-#8 BARS 2X4-#8 BARS CONC BEAM SEE SECT B/S-PC-02 FOR REINF SEE SECT A/S-PC-02 FOR REINF #4@8" EW, TYPCHECKERED PL 3/8" AL, TYP 5 S-PC-01 TYP CONC FILL HOIST COVER BY MANF, SEE NOTE 4 6'-0" SQ*12"4"4" LIC NES E D 109383 FREDRICK P. POWELL EL 538.67 EL 555.50 EL 541.17 EL 542.69 EL 539.19, F. POWELL K. GRISSOM S-PC-03 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION STRUCTURAL DIVERSION STRUCTURE - PLANS AND SECTION C. PHILLIPS NOTES: 1.MATCH CONCRETE FILL ELEVATION TO EXISTING PIPE INVERT. 2.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SUPPORT AND WATERTIGHTNESS OF THE EXISTING PIPELINE UNTIL THE DIVERSION STRUCTURE CONCRETE HAS OBTAINED DESIGN STRENGTH AND THE PIPE IS CUT WITHIN THE DIVERSION STRUCTURE. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM BOTTOM PLAN 1/2" = 1'-0"PLANT NORTH8'-4"6'-0"x EL 539.19 14'-10" 4'-6"12"3'-0"12"3'-0" TOP PLAN 1/2" = 1'-0"8'-4"32"Ø MH COVER, SEE DWG C-D-01, TYPPLANT NORTHSECTION S-PC-03 C 1/2" = 1'-0" S-PC-03 C S-PC-03 C S-PC-03 C 6" MIN CHICO STONE SUBGRADE COMPACTED PER SPECIFICATIONS 32"Ø MH COVER, TYP 2"8"4"8"16"12"12" 14"14"12"14"12"14" 12" #6@8" EF, EW, TYP #6 DWLS @8" EF, TYP #5@8" EF, EW #6@8" EF, EW #5@8" EF, T&B, TYP 2'-9"S-PC-03 C x EL 555.50 14'-10" 2'-8"2'-8" #6@8" EW, T&B x EL 539.19 x EL 538.67CLASS B CONC FILL, TYP CLASS B CONC FILL 1517405 V-NOTCH EFFLUENT WEIR PLATE SEE NOTE 1 6" CONC MUD SLAB 2'-4"2'-2"EXPANDING RUBBER WS ALL AROUND EX PIPE, SEE NOTE 2, TYP GOOSENECK VENT, SEE DETAIL 2/M-D-10 DUCT PENETRATION, SEE DETAIL 1589211 LIC NES E D 109383 FREDRICK P. POWELL EL 566.67 F. POWELL K. GRISSOM S-PC-04 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION STRUCTURAL ELECTRICAL CANOPY - PLAN AND SECTION C. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM PLAN 1/2" = 1'-0"PLANT NORTH12"7'-10"12"3'-0"3'-3"3'-3"3'-0"12'-6"25'-6" (COORDINATE W/ ELEC EQPT MFR) ELEC EQPT CANOPY ABOVE, SEE NOTE 1 SLOPE@ 1%SLOPE@ 1%S-PC-04 D S-PC-04 D 7'-10"7'-10" SECTION S-PC-04 D 1/2" = 1'-0"12"MIN8'-4"ELEC EQPT CANOPY, SEE NOTE 1 12" CHICO STONE SUBGRADE COMPACTED PER SPECIFICATIONS TYP0245000 CONC WALKWAY #6@8" EW, T&B RECONSTRUCTED-PREPARED SUBGRADE, SEE NOTES ON G-S-07 NOTES: 1.ELECTRICAL EQUIPMENT CANOPY TO BE EXTRUDED ALUMINUM (6063 T-6) CANOPY WITH A CLEAR ANONDIZED FINISH AS MANUFACTURED BY DITTMER ARCHITECTURAL ALUMINUM OR EQUAL. SYSTEM SHALL CONSIST OF HELIC-ARC WELDED ONE-PIECE RIGID STRUCTURAL BENTS WITH BASE PLATES, BEAMS, DECKING, FASCIA, ACCESSORIES AND HARDWARE TO PROVIDE A COMPLETE SYSTEM. WATER SHALL DRAIN THROUGH COLUMNS AND OUT WEEPS. CANOPY STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE STATE OF TEXAS BUILDING CODE AND WITH LOADS SHOWN ON G-S-06. CANOPY TO BE DESIGNED FOR THERMAL EXPANSION AND CONTRACTION. INSTALL CANOPY IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE CANOPY DIMENSIONS WITH ELECTRICAL EQUIPMENT MANUFACTURER. LIC NES E D 109383 FREDRICK P. POWELL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-PC-01 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION MECHANICAL PUMP STATION - PLANS D. NAILOR PUMP STATION TOP PLAN WPF-PMP-01 4'-0"7'-6"7'-6"4'-0"5'-4" ±42"-RS-FRP 11'-8"13'-6"5'-6" ±6" TANGENTIAL OUTLET 36" PLUG VALVE (TYP) 36" CHECK VALVE (TYP) 36" HARNESSED FLANGED ADAPTER (TYP) 1516402 36" x 24" REDUCING TEE (TYP) M-PC-02 A 14" PLUG VALVE (TYP) 36"-RS-DIP 14"-PD-DIP 1509211 PIPE PENETRATION 36" 90° ELBOW 14" FLEX COUPLING 36" FLEX COUPLING (TYP) 36" BLIND FLANGE PIPE SUPPORT (TYP)36" 90° ELBOW 36"-RS-DIP PIPE PENETRATION PUMP STATION LOWER PLAN PIPE SUPPORT (TYP) 4" PLUG VALVE 6"-NPW-PVC SEE CIVIL DWGS FOR CONTINUATION 6" PLUG VALVE, SEE W601 ON SHEET C-D-01 36" SLEEVE TYPE COUPLING 36"-RS-PVC, SEE CIVIL SHEETS FOR CONTINUATION WPF-PMP-02 WPF-PMP-03 6"-PD-DIP PSH/PI-3402 PSH/PI-3401 PSH/PI-3403 0331601 3'-2"14" TANGENTIAL OUTLET 6" SLEEVE TYPE COUPLING 3'-3" 6" 45° ELBOW (TYP) 6" COMBINATION AIR VALVE (TYP)3'-0"3 M-D-10 1'-0"3'-0"3'-3" 6" GOOSENECK VENT 6"x4" REDUCER 2 M-D-10 NOTES: 1.PIPING SYSTEM IS DRAWN AS FLANGED DIP ON ALL MECHANICAL SHEETS. STEEL PIPE WITH GROOVED COUPLINGS IS ACCEPTABLE PER THE SPECIFICATIONS. LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-PC-02 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION MECHANICAL PUMP STATION - SECTIONS AND DETAILS D. NAILOR SECTION INV EL 538.50 36"-RS-DIP 20" x 36" REDUCER (TYP) 1516402 36" PLUG VALVE (TYP) 36"-RS-DIP CRADLE PIPE SUPPORT (TYP) 0331601 36" CHECK VALVE (TYP) 36" HARNESSED FLANGED ADAPTOR (TYP) WPF-PMP-03 CL EL 570.5014"-RS-DIP EL 567.00 36" FLEX COUPLING EL 546.00 CL EL 562.00 6"-PD-DIP EL 530.00 CL EL 569.33 1'-8" 36" 22.5° BENDS (TYP) FABRICATED PIPE SUPPORT (TYP) CL 556.00 EL 548.00 EL 540.6 CL 564.00 CL 532.50 LWS EL 538.50 PSH/PI-3401 (TYP) 4"-NPW-PVC 1769801 6" COMBINATION AIR VALVE (TYP) 36" 90 DEG BEND CL EL 560.00 1509409 HWS EL 542.00 LIC NES E D 113114 BRANDT N. MILLER PLANT NORTHIF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-01 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL OVERALL SITE PLAN G. RATASKY TREATMENT PLANT ROAD 016'5 1.APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINES AND UTILITY SERVICE DROP POLE. COORDINATE EXACT LOCATION WITH DENTON MUNICIPAL ELECTRIC (DME). REFERENCE SECTION 16000 FOR ADDITIONAL INFORMATION REGARDING DELINEATION OF SCOPE OF SUPPLY AND COORDINATION WITH SERVING UTILITY. 2.UTILITY TRANSFORMER AND UTILITY METER BY DME. REFERENCE SECTION 16000 FOR ADDITIONAL INFORMATION REGARDING DELINEATION OF SCOPE OF SUPPLY AND COORDINATION WITH SERVING UTILITY. CONTRACTOR SHALL FURNISH AND INSTALL TRANSFORMER PAD AND PRIMARY DUCTBANKS PER DME REQUIREMENTS. 3.INTERCEPT EXISTING OVERHEAD LINE ON WEST SIDE OF EXISTING ROADWAY. COORDINATE WITH SERVING UTILITY FOR EXACT LOCATION. 4.CONTRACTOR SHALL FURNISH AND INSTALL SITE LIGHTING AS SHOWN. TYPE 'HL7' LIGHT FIXTURES SHALL BE POLE MOUNTED 12'-0" AFG AND SUPPLIED FROM MPZ-WPF, CKT. No.2. CONTRACTOR NOTE CONDUIT AND WIRE IS NOT INCLUDED IN THE DUCTBANK SCHEDULE. CONTRACTOR SHALL FURNISH AND INSTALL THE SITE LIGHTING RACEWAY SYSTEMS IN ACCORDANCE WITH GOOD INSTALLATION PRACTICES AND AS DIRECTED BY THE ENGINEER. 5.FURNISH AND INSTALL A GROUNDING LOOP AROUND THE ANTENNA POLE. GROUND LOOP SHALL BE #4/0 BARE COPPER CONDUCTOR, BURIED 30" DEEP, A MINIMUM OF 3' FROM THE POLE. FURNISH AND INSTALL (1) GROUND ROD TEST WELL PER STD. DETAIL 1617001. TIE GROUND LOOP INTO THE ELECTRICAL EQUIPMENT PAD GROUND LOOP AND ANTENNA POLE. FURNISH AND INSTALL LIGHTNING PROTECTION SYSTEM PER 16670 FOR THE ANTENNA MAST. 6.CONTRACTOR SHALL STUB UP AND CAP SPARE CONDUIT 6" FROM ANTENNA POLE. 7.SOME SPACE BETWEEN THE TWO PARTIAL SITE PLANS HAS BEEN OMITTED FOR CLARITY. DISTANCE BETWEEN EHH-WPF-01 AND EHH-WPF-02 IS APPROX. 100'. 8.DUCTBANKS DB-06, DB-07, DB-08, AND DB-09 SHALL BE DIRECT BURY CONDUITS. CONDUITS SHALL BE BURIED WITH A MINIMUM OF 36" OF COVER. 9.SEE DRAWING E-HC-04 FOR PULLBOX DETAIL. A SEPARATION BARRIER SHALL BE INSTALLED IN PULLBOX TO SEPARATE POWER AND CONTROL CIRCUITS. 10.NEW NPW PIPE NOT SHOWN FOR CLARITY. REFERENCE SITE CIVIL DRAWINGS FOR DETAILS. UTILITY TRANSFORMER AND METER, SEE NOTE 2 UTILITY SERVICE DROP (BY OTHERS), SEE NOTE 1 ELECTRICAL EQUIPMENT PAD, SEE E-PC-04 0 157.5 SCALE: 1" = 15' 15 100 YEAR FLOOD ELEVATION LIMITS OF DISTURBANCE GRAVEL ACCESS DRIVE SCALE: 1"=15' PARTIAL PLAN DB-03 P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB P-1032 1"SWBD-WPF CRANE/HOIST P-1036 1"MPZ-WPF LIT-3400 P-1038 2"MPZ-WPF COMMUNICATION ANTENNA C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401 C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402 C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403 C-1010 2"PLC-WPF COMMUNICATION ANTENNA C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB I-1001 2"PLC-WPF WETWELL LIT-3400 I-1003 2"PLC-WPF COMMUNICATION ANTENNA DB-04 P-1038 2"MPZ-WPF COMMUNICATION ANTENNA C-1010 2"PLC-WPF COMMUNICATION ANTENNA I-1003 2"PLC-WPF COMMUNICATION ANTENNA DB-05 P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB P-1032 1"SWBD-WPF CRANE/HOIST P-1036 1"MPZ-WPF LIT-3400 C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401 C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402 C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403 C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB I-1001 2"PLC-WPF WETWELL LIT-3400 DB-06 P-1030 1"SWBD-WPF MOV-3210 (NTOE 8)C-1012 1"PLC-WPF MOV-3210 DB-07 P-1030 1"SWBD-WPF MOV-3210 (NTOE 8)C-1012 1"PLC-WPF MOV-3210 DB-08 P-1030 1"SWBD-WPF MOV-3210 (NTOE 8)C-1012 1"PLC-WPF MOV-3210 DB-09 P-1030 1"SWBD-WPF MOV-3210 (NTOE 8)C-1012 1"PLC-WPF MOV-3210 DB-10 C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401 C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402 C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403 DB 01 DB 02 DB 03 NOTE 3 WEST PEAK FLOW PUMP STATION (SEE E-PC-02 AND E-PC-03) OVERHEAD ELECTRIC LINES AND POLE (BY OTHERS), SEE NOTE 1 COMMUNICATION ANTENNA, SEE NOTES 5 AND 6 DB 04 SEE NOTE 4, TYP. DB 05 SEE DETAIL ON RIGHT FOR CONTINUATION, SEE NOTE 7 SCALE: 1"=15' PARTIAL PLANPLANT NORTHCONTINUATION FROM LEFT, SEE NOTE 7 EHH-WPF-02 EHH-WPF-03 EHH-WPF-01 DB 06 DB 07 DB 08 DB 09 NOTE 8 NOTE 8 NOTE 8 NOTE 8 MOV-3210 DB 10 DUCTBANK NUMBER CONDUIT SIZE FROM TO DB-01 P-1000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR P-1001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR DB-02 P-1002 4"UTILITY XFMR DSW-WPF P-1003 4"UTILITY XFMR DSW-WPF P-1004 4"UTILITY XFMR DSW-WPF P-1005 4"UTILITY XFMR DSW-WPF P-1006 4"UTILITY XFMR DSW-WPF DUCTBANK NUMBER CONDUIT SIZE FROM TO WPF-PB, SEE NOTE 9 LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-02 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL PUMP STATION - AREA CLASSIFICATION G. RATASKY PLANT NORTHPLANT NORTHA 1/4" = 1'-0" .')'0& WASTEWATER PUMPING STATION WET WELLS: CLASS I, DIV. 1, GROUP D. SPACE CLASSIFIED PER NFPA 820-2016 EDITION, TABLE 4.2.2, ROW 16a. CLASS I, DIVISION 1 AREAS: x ENTIRE ENCLOSED WET WELL. x 3'-0" ENVELOPE AROUND ALL COMBINATION AIR VALVE OPENINGS. CLASS I, DIVISION 2 AREAS: x ENVELOPE 18" ABOVE TOP SLAB OF STRUCTURE EXTENDING 3'-0" IN ALL DIRECTIONS FROM HATCH OPENINGS. x 2'-0" ENVELOPE EXTENDING BEYOND CID1 AREA AROUND ALL COMBINATION AIR VALVE OPENINGS. CLASS I, DIV. 2, GROUP D. NOTES: 1.ALL EQUIPMENT, ELECTRICAL MATERIALS, AND WIRING METHODS IN THE CLASSIFIED AREAS SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NEC. PUMP STATION AREA CLASSIFICATION - TOP PLAN 3/16" = 1'-0" PUMP STATION AREA CLASSIFICATION - BOTTOM PLAN 3/16" = 1'-0"18"3'-0"3'-0"3'-0"3'-0" 3'-0" 3'-0"2'-0" 3'-0"3'-0"2'-0"2'-0" 3'-0"3'-0" 3'-0" LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-03 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL PUMP STATION - PLANSG. RATASKY PLANT NORTHPLANT NORTHPUMP STATION - TOP PLAN 1/4" = 1'-0" PUMP STATION - BOTTOM PLAN 1/4" = 1'-0" PSH-3403 PSH-3402 PSH-3401 WPF-PMP-01 WPF-PMP-02 WPF-PMP-03 LE-3400 LSH/LSL-3400 WPF-PMP-01 JB WPF-PMP-02 JB WPF-PMP-03 JB NOTES: 1.SEE JUNCTION BOX DETAIL BELOW. CONTRACTOR SHALL MOUNT JUNCTION BOXES MINIMUM OF 4'-0" FROM WET WELL HATCH OPENING. 2.FOR DETAILS ON ELECTRICAL EQUIPMENT SUPPORT STRUCTURE REQUIREMENTS, SEE SECTION 16190. 3.DRAWINGS ARE SHOWN TO INDICATE GENERAL EQUIPMENT LOCATIONS. COORDINATE EXACT LOCATIONS WITH FIELD REQUIREMENTS AND OTHER DISCIPLINES. SEE NOTE 1, TYP. CRANE/HOIST DSW LIT-3400 CRANE/HOIST (ABOVE) LIT-3400 DSW JUNCTION BOX,TYP. N.T.S. NOTE: 1.BONDING OF GROUND WIRES NOT SHOWN FOR CLARITY. 2.REFER TO CONDUIT SCHEDULE FOR NUMBER OF CONDUITS ENTERING JUNCTION BOX. CONDUITS TO ELECTRICAL PAD, TYP. CABLES TO SUPPORT BRACKET IN WET WELL SEPARATION BARRIER FAST OPERATING CLAMP ASSYMBLY, TYP. NON-INTRINSICALLY SAFE CONTROLS TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE POWER TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE WATERTIGHT CONDUIT ENTRY HUB, TYP. STRAIN RELIEF, SEALING CABLE CONNECTOR PVC COATED GRS CONDUIT WITHOUT COUPLING, TYP. 304 S.S. EXPANDED METAL SCREEN TO BE USED TO COVER FRONT AND BACK OF PEDESTAL S.S. EXPANSION ANCHORS 6" CHANNEL TO WET WELL INTRINSICALLY SAFE CONTROL TERMINAL BLOCKS, NUMBER AS REQUIRED PLUS 10% SPARE NEMA 4X 304 S.S. JUNCTION BOX WITH LOCKABLE HINGED COVER, SEE SECTION 16130 304 S.S. PEDESTAL WITH HINGED COVER AND FLANGED TOP AND BOTTOM CABLES THROUGH PEDESTAL BENDING RADIUS DEPENDENT ON CONDUIT SIZE, TYP. REMOVABLE CHECKERED PLATE W/ GASKET 304 S.S. UNISTRUT SUPPORT RACK, TYP.5'-0" MIN1774001 1767001 1616000 LIC NES E D 121398 BRETT D. BUELTEL NOTES: 1.FOR DETAILS ON ELECTRICAL EQUIPMENT SUPPORT STRUCTURE, SEE SECTION 16190. 2.MOUNT FIXTURE TO EXTRUDED ALUMINUM BEAMS UNDER CANOPY. FASTENERS SHALL NOT PENETRATE DECKING. 3.GROUNDING SYSTEM SHALL MEET ALL REQUIREMENTS OF SECTION 16170. 4.REFER TO NEC ARTICLE 250.52 (A)(3) FOR BONDING OF GROUND LOOP TO STRUCTURAL FOUNDATION REBAR. 5.ALL TRANSFORMERS, SWITCHBOARDS, AND PANELBOARDS SHALL BE BONDED TO GROUND. 6.GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE COPPER WIRE 30" MINIMUM BELOW FINISHED GRADE. ALL GROUND CONDUCTORS TO EQUIPMENT OR STRUCTURAL STEEL SHALL BE BARE COPPER WIRE. 7.EACH DUCT BANK GROUND CONDUCTOR CROSSING THE GROUND LOOP SHALL BE EXOTHERMICALLY WELDED TO THE GROUND LOOP CONDUCTOR. 8.IF VERTICALLY DRIVEN GROUND RODS ENCOUNTER ROCK BEFORE BEING DRIVEN TO 10'-0" DEPTH, CONTRACTOR SHALL BE PERMITTED TO DRIVE ROD AT AN ANGLE, OR LAY IN ACCORDANCE WITH N.E.C. ARTICLE 250.53(G). 9.THE ELECTRICAL EQUIPMENT CANOPY SHALL BE PROVIDED WITH A LIGHTNING PROTECTION SYSTEM. THE LIGHTNING PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MEET THE PERFORMANCE REQUIREMENTS OF SPECIFICATION SECTION 16670. 10.DRAWINGS ARE SHOWN TO INDICATE GENERAL EQUIPMENT LOCATIONS. COORDINATE EXACT LOCATIONS WITH FIELD REQUIREMENTS AND OTHER DISCIPLINES. IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-04 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL ELECTRICAL EQUIPMENT - PLANS G. RATASKY WPF-PMP-03 RVSS-3 (CP-03) WPF-PMP-02 RVSS-2 (CP-02) WPF-PMP-01 RVSS-1 (CP-01) PLANT NORTH ELECTRICAL EQUIPMENT - POWER AND GROUNDING PLAN 1/2" = 1'-0" ELECTRICAL EQUIPMENT - LIGHTING PLAN 1/2" = 1'-0" PLANT NORTH MPZ-WPF SWBD-WPF SECTION B MTS-WPF CANOPY OVERHEAD GEN-WPF DSW-WPF ELECTRICAL EQUIPMENT CANOPY, SEE NOTE 9 RVSS ENCLOSURESWBD-WPF CEILING MOUNTED LIGHT FIXTURE, NOTE 2, TYP. CANOPY OVERHEAD LC1 LC1 LC1LC1 3 6a 6a 6a 6a6a SWBD-WPF SECTION A 3 6a WPCR/GFCI 4 WPCR/GFCI4 WPF-RELAY PANEL NOTE 1, TYP. COPPER GROUND ROD WITH TEST WELL, TYP DETAIL 1617001 3'-0" MIN #4/0 BARE COPPER GROUNDING CONDUCTOR, TYP SEE NOTE 6 BOND GROUND LOOP TO STRUCTURAL FOUNDATION REBAR, SEE NOTE 4 3'-0"MIN3'-0" MIN 3'-0"MINBURIED COPPER GROUND ROD, TYP SEE NOTE 8 PLC-WPF LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-05 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL SWBD-WPF SINGLE LINE DIAGRAM AND ELEVATION G. RATASKY FROM DENTON MUNICIPAL ELECTRIC (DME) S.E. RATED S1 S2 L MTS-WPF 480V, 800A :3 65kA OPEN TRANSITION DSW-WPF 13.2/7.62KV - 480/277V 750KVA UTILITY XFMR 3P/4W LIQUID FILLED PAD MOUNT SINGLE LINE DIAGRAM SWBD-WPF NTS SWBD-WPF ELEVATION SECTION BSECTION A SEE NOTE 2 A2 A3 A1 30" DEEP 3'-0"3'-0" SPARE AF AT 400 300 AF AT 400 300 AF AT 400 300 AF AT 100 30 185 253 FLA 185 253 FLA 185 253 FLA 6:%':3)9$:.$,&1(0$5(1&/2685( SUMERSIBLE PUMP No. 1 SUMERSIBLE PUMP No. 2 SUMERSIBLE PUMP No. 3 SPD 300kA NOTE 1 POWER MONITOR A2 A1 B8 B9 B10 B1 WPF-PMP-01 WPF-PMP-02 WPF-PMP-03 B2 AF AT 100 30 SPARE AF AT 100 30 SPARE AF AT 100 30 B5 B6 B7 AF AT 100 20 VALVE ACTUATOR AF AT 100 20 SPARE B3 B4 MPZ-WPF AF AT 100 30 UITLITY METER CABINET 800:5 (3) A3 B8 B9 B10 B8 B7 B6 B5 B4 B3 B2 B1 NOTES: 1.SPD CIRCUIT BREAKER SIZE SHALL BE DETERMINED BY THE MANUFACTURER. 2.THE ENTIRE SWITCHBOARD LINEUP SHALL REQUIRE FRONT ACCESS ONLY. SWITCHBOARDS REQUIRING REAR OR SIDE ACCESS ARE NOT ACCEPTABLE. 3.FURNISH AND INSTALL POSI-MAX SERIES POWER DISTRIBUTION PANEL, CATALOG NUMBER PM1C0800, WITH PARALLEL SETS OF CAM LOCK SERIES E1016 RECEPTACLES, OR APPROVED EQUAL. RECEPTACLES SHALL BE GREEN-YELLOW-ORANGE-BROWN IN COLOR TO MATCH OWNER'S EXISTING GENERATOR CONNECTION COLOR CONVENTION. 4.SUBMERSIBLE PUMP HORSEPOWER AND FULL LOAD CURRENT BASED ON XYLEM-FLYGT PUMPS. CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT SIZES WITH ACTUAL SUPPLIED PUMPS AT NO ADDITIONAL COST TO THE OWNER. P-1023 P-1026 P-1029 P-1022 P-1025 P-1028 P-1031 800A WPF-PMP-01 RVSS-1 (CP-01) WPF-PMP-02 RVSS-2 (CP-02) WPF-PMP-03 RVSS-3 (CP-03) P-1000 P-1001 P-1002 P-1003 P-1004 P-1005 P-1006 P-1007 P-1008 P-1009 P-1010 P-1011 P-1012 P-1013 P-1014 P-1015 P-1016 P-1017 P-1018 P-1019 P-1020 WPF-PMP-01 JB WPF-PMP-02 JB WPF-PMP-03 JB CRANE/HOIST 30A 3P P-1032 MOV-3210 1 P-1030 CABLE BY MFR, TYP. NOTE 4, TYP OF 3 GEN-WPF (NOTE 3) ETU 800AF 800AP 800AT LSIG WPF-PB LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-06 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL PANEL SCHEDULES, RISER AND CONTROL BLOCK DIAGRAMS G. RATASKY FROM MPZ-WPF TYPICAL 120VAC INSTRUMENT RISER DIAGRAM NOTE 1 NOTE 2 NOTES: 1.REFERENCE PANELBOARD SCHEDULE AND CONDUIT AND WIRE SCHEDULE FOR CONDUIT AND WIRE REQUIREMENTS. 2.REFERENCE SECTION 16141 FOR INSTRUMENT DISCONNECT SWITCH REQUIREMENTS. 3.UNLESS OTHERWISE SPECIFIED, ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE 2#12, #12GND IN 3/4" CONDUIT. 4.SITE LIGHTING CIRCUIT SHALL BE 2#10, #10GND IN 1" CONDUIT. 5.FURNISH WARNING NAMEPLATE ON FRONT PANEL WARNING PERSONNEL ABOUT MULTIPLE SOURCES OF POWER BEING PRESENT IN THE PANEL. 240/120 VOLTS MPZ-WPF TYPE:NEMA 3R 1 PHASE, 3 WIRE 30A PRIMARY MAIN BREAKER (480V)MOUNT:SURFACE 50A SECONDARY MAIN BREAKER (240V) MODS DESCRIPTION WIRE TRIP POLE CKT No. VOLT-AMPERES VOLT-AMPERES CKT No.POLE TRIP WIRE DESCRIPTION MODSABAB LFD LIT-3400 P-1036 20 1 1 200 500 2 1 20 NOTE 4 SITE LIGHTING - LFD WPF-RELAY PANEL P-1037 20 1 3 200 360 4 1 20 NOTE 3 CONVENIENCE RECEPTACLES GFCI -PLC-WPF P-1035 20 1 5 1,000 260 6 1 20 NOTE 3 CANOPY LIGHTING - -COMMUNICATION ANTENNA P-1038 20 1 7 0 -8 1 20 SPARE - -SPARE 20 1 9 --10 1 20 SPARE - -SPACE -1 11 --12 1 -SPACE - -SPACE -1 13 --14 1 -SPACE - -SPACE -1 15 --16 1 -SPACE - -SPACE -1 17 --18 1 -SPACE - TOTAL 1,200 200 760 360 TOTAL PHASE TOTAL TOTAL LOAD (VA) MODIFICATION (MODS) LEGEND:1,960 560 2,520 EPD - GROUND FAULT CIRCUIT INTERRUPTER (30mA)TOTAL LOAD (A)NOTES: GFCI - GROUND FAULT CIRCUIT INTERRUPTER (5mA)10.5 10kAIC LOD - LOCK-ON DEVICE 10kVA COMBINATION POWER UNIT LFD - LOCK-OFF DEVICE M TSH WPF-PMP-01 JB C-1001 PLC-WPF 3400 LSH MSH 3400 LSL PUMP NO. 1 3400 LE 3400 LIT WETWELL LEVEL WETWELL LEVEL WPF-PMP-02 JB M TSH MSH WPF-PMP-03 JB M TSH MSH C-1005 C-1008 C-1017I-1001 3401 PSH DISCHARGE PRESSURE C-1003 3402 PSH DISCHARGE PRESSURE C-1006 3403 PSH DISCHARGE PRESSURE C-1009 PUMP NO. 2 WPF-PMP-01 RVSS-1 (CP-01) WPF-PMP-02 RVSS-2 (CP-02) WPF-PMP-03 RVSS-3 (CP-03) C-1007C-1004C-1000 WPF-PMP-01 WPF-PMP-02 PUMP NO. 3 WPF-PMP-03 WPF-RELAY PANEL (NOTE 5) C-1018 C-1019 C-1020 C-1010 I-1003 C-1016 CABLE BY MFR, TYP. MOV C-1012 VALVE ACTUATOR MOV-3210 I-1002 2 2 CONTROL ONE LINE DIAGRAM PLC-WPF WPF-PB LIC NES E D 121398 BRETT D. BUELTEL 1 2 3 4 5 6 8 7 9 11 10 12 13 14 15 16 17 18 19 20 22 21 23 24 25 26 27 28 29 31 33 32 34 35 30 36 37 38 39 40 41 43 42 44 46 45 47 48 49 50 51 52 53 54 55 57 56 58 59 60 61 62 63 64 66 68 67 69 70 65 71 72 73 74 75 76 78 77 79 81 80 82 83 84 85 86 87 88 89 90 92 91 93 94 95 96 97 98 99 101 103 102 104 105 100 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-07 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL ELEMENTARY CONTROL SCHEMATICS I G. RATASKY CPT 480/120VAC M20 OL L1 L2 L3 480VAC RVSS RUN RVSS RESET RVSS CR17 M RVSS FAULT TO LINE 35 BELOW RUN TO PLC-WPF RVSS FAULT RVSS RUN OL RESET COMMON FAULT OL PTT A RESET CR 38 PUMP PROTECTION RELAY SEAL LEAK DETECTION MOTOR OVERTEMP MOTOR OVERTEMP TO PLC-WPF TSH-3001 MSH-3001 TD 26 0-5s 1s TD26 TD26 CR 28 CR28 CR28 HIGH DISCHARGE PRESSURE TO PLC-WPF HIGH DISCHARGE PRESSURE CR 32 PSH-3401 CR32 CR32 CR32 PTT A CR38 PTT A CR28 PTT A CR38 CR32 TD45 TD45 CR 43 RESET TD 45 0-10 SEC 2 SEC RESET TIMER COMMON FAULT TO PLC-WPF ELEMENTARY CONTROL SCHEMATICS WPF-PMP-01 PTT W CONTROL POWER BYPASS MODE TO PLC-WPF CR38CR21 CPT 480/120VAC L1 L2 L3 480VAC RVSS RUN RVSS RESET RVSS CR65 M RVSS FAULT TO LINE 84 RUN TO PLC-WPF RVSS FAULT RVSS RUN START STOP CR65 COMMON FAULT OL PTT A RESET CR 65 ETM PTT G CR87 CR 87 H AO XOO OOX OOX AUTO TO PLC-WPF START/STOP PUMP PROTECTION RELAY SEAL LEAK DETECTION MOTOR OVERTEMP MOTOR OVERTEMP TO PLC-WPF TSH-300X MSH-300X TD 75 0-5s 1s TD75 TD75 CR 77 CR77 CR77 HIGH DISCHARGE PRESSURE TO PLC-WPF HIGH DISCHARGE PRESSURE CR 81 PSH-340X CR81 CR81 CR87 PTT A CR77 PTT A CR87 CR81 TD94 TD94 CR 92 RESET TD 94 0-10 SEC 2 SEC RESET TIMER COMMON FAULT TO PLC-WPF E-STOP TD-1X PTT W CONTROL POWER CR87 WPF-PMP-02/03 ELEMENTARY CONTROL SCHEMATIC WPF-PMP-0X TSH-300X MSH-300X PSH-340X TD-1X WPF-PMP-02 TSH-3002 MSH-3002 PSH-1402 TD-12 WPF-PMP-03 TSH-3003 MSH-3003 PSH-3403 TD-13 CR43 CR43 RVSS FAULT CR 35 PTT A TO LINE 11 ABOVE CR35 CR92 RVSS FAULT CR 84 PTT A TO LINE 59 CR81 PTT A CR84 WPF - RELAY PANEL START STOP CR17 CR 17 ETM PTT G CR38 H AO XOO OOX OOX AUTO TO PLC-WPF START/STOP M 20 E-STOP TD11 RVSS BYPASS XO OX CR 21 PTT W BYPASS WPF-RELAY PANEL START/STOP FROM PLC-WPF 24 VDC PR 47 PR47 M20 RVSS OC RVSS OC START/STOP FROM PLC-WPF 24 VDC PR 96 PR96 OC TO PUMP SENSORS WPF-PMP-01 JB TO PUMP SENSORS WPF-PMP-0X JB NOTES: 1.WPF-PMP-01, 02, 03 STARTERS SHALL BE HARDWIRE INTERLOCKED SO THAT ONLY TWO OF THE THREE MAY RUN SIMULTANEOUSLY. 2.PUMP PROTECTION RELAY SHALL BE SUPPLIED BY THE PUMP MANUFACTURER AND SENT TO RVSS MANUFACTURER FOR INSTALLATION. NOTE 2 NOTE 2 LIC NES E D 121398 BRETT D. BUELTEL 1 2 3 4 5 6 8 7 9 11 10 12 13 14 15 16 17 18 19 20 22 21 23 24 25 26 27 28 29 31 33 32 34 35 30 36 37 38 39 40 41 43 42 44 46 45 47 48 49 50 51 52 53 54 55 57 56 58 59 60 61 62 63 64 66 68 67 69 70 65 71 72 73 74 75 76 78 77 79 81 80 82 83 84 85 86 87 88 89 90 92 91 93 94 95 96 97 98 99 101 103 102 104 105 100 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-08 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL ELEMENTARY CONTROL SCHEMATICS II G. RATASKY INTRINSIC SAFETY BARRIER LSL-3400 LSH-3400 LOW LEVEL CUTOFF HIGH LEVEL WET WELL CR42 120VAC FROM MPZ-WPF CR44 CR47 WPF-RELAY PANEL ELEMENTARY CONTROL SCHEMATICS WPF-RELAY PANEL TD12 TD13 HIGH LEVEL START/LOW LEVEL CUTOUT TO WPF-PMP-02 HIGH LEVEL START/LOW LEVEL CUTOUT TO WPF-PMP-03 WET WELL LOW LEVEL TO PLC-WPF CR42 WET WELL HIGH LEVEL ALARM TO PLC-WPF CR44 RELAY PANEL SHALL BE FURNISHED WITH A WARNING LABEL STATING THAT MULTIPLE SOURCES OF POWER ARE PRESENT WITHIN THE PANEL. CR 42 CR 44 WET WELL HIGH LEVEL ALARM/ PUMPS ON CR 47 HIGH LEVEL START COMMAND WET WELL LOW LEVEL ALARM/ CUT-OUT PTT W PTT W TD 11 1-999 SEC 1 SEC WPF-PMP- 01 START WPF-PMP- 02 START WPF-PMP- 03 START TD 12 1-999 SEC 30 SEC TD 13 1-999 SEC 90 SEC TD11 HIGH LEVEL START/LOW LEVEL CUTOUT TO WPF-PMP-01 WPF-PMP-03 JB LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-PC-09 PECAN CREEK WRP WEST PEAK FLOW PUMP STATION ELECTRICAL CONDUIT AND WIRE SCHEDULES G. RATASKY CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS P-1000 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING CONDUCTORS BY UTILITY COMPANY P-1001 4"DENTON MUNICIPAL ELECTRIC (DME)UTILITY XFMR EMPTY W/ PULLSTRING SPARE P-1002 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND P-1003 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND P-1004 4"UTILITY XFMR DSW-WPF 4#350KCMIL, #3/0 GND P-1005 4"UTILITY XFMR DSW-WPF EMPTY W/ PULLSTRING SPARE P-1006 4"UTILITY XFMR DSW-WPF EMPTY W/ PULLSTRING SPARE P-1007 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1008 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1009 4"DSW-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1010 4"DSW-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE P-1011 4"DSW-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE P-1012 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1013 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1014 4"GEN-WPF MTS-WPF 3#350KCMIL, #3/0 GND P-1015 4"GEN-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE P-1016 4"GEN-WPF MTS-WPF EMPTY W/ PULLSTRING SPARE P-1017 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND P-1018 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND P-1019 4"MTS-WPF SWBD-WPF 3#350KCMIL, #3/0 GND P-1020 4"MTS-WPF SWBD-WPF EMPTY W/ PULLSTRING SPARE P-1021 ---NOT USED P-1022 3"SWBD-WPF WPF-PMP-01 RVSS-1 3#500KCMIL, #4GND P-1023 4"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB 3#500KCMIL, #4GND P-1024 ---NOT USED P-1025 3"SWBD-WPF WPF-PMP-02 RVSS-2 3#500KCMIL, #4GND P-1026 4"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB 3#500KCMIL, #4GND P-1027 ---NOT USED P-1028 3"SWBD-WPF WPF-PMP-03 RVSS-3 3#500KCMIL, #4GND P-1029 4"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB 3#500KCMIL, #4GND P-1030 1"SWBD-WPF MOV-3210 3#10, #10GND P-1031 1"SWBD-WPF MPZ-WPF 3#10, #10GND P-1032 1"SWBD-WPF CRANE/HOIST 3#10, #10GND VIA DSW P-1033 ---NOT USED P-1034 ---NOT USED P-1035 1"MPZ-WPF PLC-WPF 2#12, #12GND P-1036 1"MPZ-WPF LIT-3400 2#12, #12GND P-1037 1"MPZ-WPF WPF-RELAY PANEL 2#12, #12GND P-1038 2"MPZ-WPF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS C-1000 2"PLC-WPF WPF-PMP-01 RVSS-1 20#14, 14GND C-1001 1"WPF-PMP-01 RVSS-1 WPF-PMP-01 JB 10#14, 14GND C-1002 ---NOT USED C-1003 1"WPF-PMP-01 RVSS-1 PSH-3401 4#14, 14GND C-1004 2"PLC-WPF WPF-PMP-02 RVSS-2 20#14, 14GND C-1005 1"WPF-PMP-02 RVSS-2 WPF-PMP-02 JB 10#14, 14GND C-1006 1"WPF-PMP-02 RVSS-2 PSH-3402 4#14, 14GND C-1007 2"PLC-WPF WPF-PMP-03 RVSS-3 20#14, 14GND C-1008 1"WPF-PMP-03 RVSS-3 WPF-PMP-03 JB 10#14, 14GND C-1009 1"WPF-PMP-03 RVSS-3 PSH-3403 4#14, 14GND C-1010 2"PLC-WPF COMMUNICATION ANTENNA COAX CABLE C-1011 ---NOT USED C-1012 1"PLC-WPF MOV-3210 14#12, #12GND C-1013 ---NOT USED C-1014 ---NOT USED C-1015 ---NOT USED C-1016 1"WPF-PMP-01 RVSS-1 WPF-RELAY PANEL 4#14, #14GND C-1017 1"PLC-WPF WPF-RELAY PANEL 6#14, #14GND C-1018 1"WPF-PMP-02 RVSS-2 WPF-RELAY PANEL 4#14, #14GND C-1019 1"WPF-PMP-03 RVSS-3 WPF-RELAY PANEL 4#14, #14GND C-1020 1"WPF-RELAY PANEL WPF-PMP-03 JB 6#14, #14GND CONDUIT NO.SIZE FROM TO CONDUCTORS REMARKS I-1000 ---NOT USED I-1001 2"PLC-WPF WETWELL LIT-3400 2(2/C16TSH), #14GND I-1002 1"LIT-3400 LE-3400 CABLE BY MFR I-1003 2"PLC-WPF COMMUNICATION ANTENNA EMPTY W/ PULLSTRING SPARE; STUB UP / CAP AT ANTENNA LIC NES E D 121398 BRETT D. BUELTEL PLC-WPF PLC-WPF HMI HMI M M M TO DIURNAL BASIN DIVERSION PIPELINE36"-RS-DIP36"-RS-DIP 36"-RS-DIP 36"-RS-DIP 42"-RS-RCP 42"-RS-RCPCOMBINATION AIR VALVE (TYPICAL)OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOPUMP FAIL IN HAND TYPICAL FOR PMP-02 AND PMP-03 HIGH TEMP OOOOOORUN OOOOOOSTART/ STOP 14"-RS-DIP DIVERSION STRUCTURE42"-RS-RCPFROM PECAN CREEK INTERCEPTOR TO PCWRP OOOOOOHIGH PRESSURE 36"-RS-PVC FROM EXISTING REUSE WATER LINE 6"-NPW-PVC NOTES: 1.TYPICAL FOR PMP-02 AND PMP-03. 2.LOW OIL LEVEL RELAY SHALL SHUTDOWN PUMP. 3.RVSS BYPASS CONTROLS FOR PUMP NO. 1 ONLY. 4.DRAIN PUMP SHALL AUTOMATICALLY SHUTDOWN UPON LOW LEVEL RELAY. *ASTERISK IDENTIFIES FIELD INSTRUMENTS FURNISHED BY EQUIPMENT SUPPLIER RELAY PANEL SEE NOTE 1 OOOOOOIN BYPASS PMP-01 ONLY RVSSCP-01 SEE NOTE 3 6"-PD-PVC * * * * * * M 480/3 ES 1 1OOOOOOCLOSEOOOOOOIN REMOTE OOOOOOOPEN OOOOOOCLOSED OOOOOOOPENED IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA I-PC-01 PCWRP WEST PEAK FLOW PUMP STATION INSTRUMENTATION PUMP STATION AND INTERCEPTOR D. EDWARDS 120/1ES IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-D-01 CIVIL STANDARD DETAILS ID. NAILOR LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-D-02 CIVIL STANDARD DETAILS IID. NAILOR LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-D-03 CIVIL STANDARD DETAILS IIID. NAILOR ℄ TYPICAL CONCRETE WALKWAY 4'1/2" EXPANSION JOINTS 48' MAX SPACING BETWEEN 4" THICK CONCRETE WALK TYPICAL CONTRACTION JOINT 0245000 1/2" EXPANSION JOINT MATL REQUIRED WHEN WALK ABUTS RIGID STRUCTURES WHEN WIDTH OF SIDEWALK, PAD, ETC EXCEEDS 6', LONGITUDINAL CONTRACTION JOINTS SHALL BE PLACED AS REQUIRED VARIES, SEE PLAN FOR WIDTH LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-D-04 CIVIL STANDARD DETAILS IVJ. LONDON MAINTENANCE REQUIREMENTS: 1.INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES INCH OR MORE OF RAIN. REPAIR OR REPLACE IMMEDIATELY AS NECESSARY. 2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. 3.ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN GOOD CONTACT WITH THE GROUND SHALL BE REPAIRED OR REPLACED AND STAPLED IMMEDIATELY. 4.IF EROSION DOES OCCUR, THE PROBLEM SHALL BE FIXED AND ERODED AREA REPAIRED AND PROTECTED FROM FURTHER DAMAGE. 5.CONTINUE MONITORING MATTED AREAS UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED. CONSTRUCTION SPECIFICATIONS 1.AREA SHALL BE CLEARED AND GRUBBED ACCORDING TO SPECIFICATIONS. 2.SEED BANK ACCORDING TO PLAN SPECIFICATIONS. 3.SECURE MATS AT THE TOP OF THE SLOPE BY TOEING IT IN AND REINFORCING IT WITH A ROW OF AT LEAST FIVE (5) STAPLES, SPACING EACH ONE APPROXIMATELY 8" APART. 4.PLACE STAPLES 6"-8" APART ALONG LENGTH OF MAT BLANKET TO SECURE TO THE SOIL SURFACE. ALL STAPLES MUST BE FLUSH TO THE SURFACE. LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER C. BRITT C-D-04A CIVIL STANDARD DETAILS VJ. LONDON LIC NES E D 113114 BRANDT N. MILLER F. POWELL K. GRISSOM S-D-05 STRUCTURAL STANDARD DETAILS IC. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM * FOR BARS IN TENSION fc' = 4000 psi OR GREATERfy = 60,000 psi DEVELOPMENT LENGTH, dh #11 #10 #9 #8 #7 #6 #5 #4 #3 dh dh W/ CONC COVER * 6" 7" 9" 11" 1'-0" 1'-2" 1'-4" 1'-6" 1'-7" BASIC 8" 10" 1'-0" 1'-3" 1'-5" 1'-7" 1'-10" 2'-1" 2'-3" BAR SIZE SIDE COVER NORMAL TO PLANE OF HOOK AT LEAST 2 1/2"; AND FOR 90° HOOK, END COVER BEYOND OUTSIDE END OF HOOK AT LEAST 2". DEVELOPMENT LENGTH OF STANDARD HOOKS BASIC 1'-0" 1'-0" 1'-3" 1'-6" 2'-5" 3'-0" 3'-8" 4'-6" 5'-5" TOP * 1'-0" 1'-3" 1'-7" 1'-11" 3'-1" 3'-11" 4'-9" 5'-10" 7'-0" 1'-0" 1'-7" 2'-4" 3'-1" 4'-11" 6'-0" 6'-9" 7'-7" 8'-5" 1'-4" 2'-1" 3'-0" 4'-0" 6'-4" 7'-9" 8'-9" 9'-10" 10'-11" SIZE # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 BAR 1'-0" 1'-3" 1'-7" 1'-11" 3'-1" 3'-11" 4'-9" 5'-10" 7'-0" 1'-3" 1'-8" 2'-0" 2'-5" 4'-0" 5'-1" 6'-3" 7'-7" 9'-1" 1'-4" 2'-1" 3'-0" 4'-0" 6'-4" 7'-9" 8'-9" 9'-10" 10'-11" 1'-8" 2'-9" 3'-11" 5'-2" 8'-3" 10'-1" 11'-4" 12'-9" 14'-2" BASIC DEVELOPMENT LENGTH CLASS B SPLICE LENGTH d 1.3 x d *TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH FOR BARS IN TENSION fy = 60,000 psi fc' = 4000 psi OR GREATER FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN** CHART SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 12.2. CLEAR SPACING ≥3"CLEAR SPACING <3" BASIC TOP * CLEAR SPACING <3"CLEAR SPACING ≥3" BASIC TOP *BASIC TOP * NORMAL WEIGHT CONCRETEUNCOATED BARS ** BASED ON MATERIALS AND CONDITIONS AS FOLLOWS: CLEAR COVER 1.5 INCHES 1/2 THICKNESS OF JOINT SEE PLANS TYPICAL EXPANSION JOINT 0325100 WATERSTOP WHERE REQUIRED, SEE SPECIFICATIONS AND GENERAL CONCRETE NOTES EXP JOINT MATL, ADHERE TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE JOINT SEALER (BOTH SIDES OF JOINT) NON-LIQUID BOND BREAKER BETWEEN JOINT SEAL AND EXPANSION MATERIAL 0325303 W/3 W/3W/3 W = WIDTH OF WALL EXISTING PIPE TWO SEPARATE WRAPS OF EXPANDING RUBBER WATERSTOP NOTE: EACH WRAP SHALL BE LAPPED 4", WITH THE LAP ABUTTING SIDE BY SIDE. LAPS SHALL BE SEPARATED BY 180°. WATERSTOP CONNECTION AROUND EXISTING PIPE W W HHSEE PLANSEE PLAN SEE PLAN EL SEE PLAN OPENING 2-#3 CONT *** #3@12"OPENING IN SLAB TYPICAL CONCRETE CURB 0331004 SLAB REINF SEE PLAN, TYP #4@12" ALL AROUND #4 ALL AROUND VARIES SEE PLAN HOOK REINF @ OPENING NOTE: W* DENOTES CURBS LESS THAN 8" W** DENOTES CURBS EQUAL TO OR GREATER THAN 8" DOWELS MAY BE CAST IN OR ANCHORED WITH D0WEL ADHESIVE SYSTEM WITH A 6" MINIMUM EMBEDMENT. CONC BASE 2"MIN 3"MIN AS REQUIRED #4@12 EW CONC FLOOR TYP PUMP OR EQUIP BASE 0331600 1" GROUT (SEE SPECIFICATIONS) NOTE: DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE AT CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB. CL ANCHOR BOLTS REQUIRED COVER + 1" MAX 6" MINIMUM, IF OVER 24", ADDL STEEL REQUIRED 8" MIN, SEE NOTE #5 DOWELS @12" ALL AROUND, SEE NOTE PUMP OR EQUIP BASE #5 DOWELS @12" ALL AROUND, SEE NOTE DOWEL ADHESIVE 6" MIN (12" WIDE)VARIES120° #4 EF, TYP CONC FLOOR #5 DOWELS @12" EF CRADLE PIPE SUPPORT 0331601 SEE NOTE 1 DOWEL ADHESIVE NOTES: 1.DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE AT CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB. 2.ENGINEER SHALL VERIFY THICKNESS OF PAD WILL ACCOMMODATE DESIGN MOVEMENT, PARTICULARLY FOR OUTSIDE AERIAL PIPE. 3.COORDINATE SUPPORT WIDTH WITH PIPE STRAP ANCHORAGE REQUIREMENTS. PROVIDE 6" MINIMUM, FROM CENTER OF PIPE STRAP ANCHOR ROD TO EDGE OF CONCRETE. #3 TIES @12"SEE NOTE 18" MIN,SEE NOTE 3 PIPE OD REQUIRED COVER + 1" MAX 1/4" MIN NEOPRENE PAD, DUROMETER 40 TO 50 MATERIAL HARDNESS, SEE NOTE 2 APPROVED ADHESIVE ON BOTH CONTACT SURFACES OF PAD ROTATE HOOK 90° FROM SHOWN SO THAT HOOK IS PARALLEL TO PIPE, TYP CLASS "B"TSPLICE + 2" TYPICAL CONSTRUCTION JOINT 0331701 WATERSTOP WHERE REQUIRED, SEE SPECIFICATIONS AND GENERAL CONCRETE NOTES. FOR TYPICAL KEYWAY, SEE 0331702 FOR SLAB OR WALL THICKNESS AND REINFORCING, SEE DESIGN DRAWINGS. 2" WATERSTOP 1/31/31/3 TYPICAL KEYWAY 033170244D2"OPNGTYP 44D,TYP 3" 2" TYPICAL REINF AT OPENINGS 0331703 NOTES: 1.THIS DETAIL APPLIES FOR OPENINGS 8"Ø AND LARGER. FOR SMALLER OPENINGS, BEND BARS OR ADJUST SPACING OF REINFORCEMENT TO AVOID OPENING. 2.PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED BARS AT EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED BARS EXCEPT WHERE NOTED OTHERWISE. 3.PROVIDE ONE DIAGONAL BAR EACH SIDE OF OPENING WITH SIZE EQUAL TO MAIN REINFORCEMENT, TYPICAL EACH FACE. 4.WHERE INVERT OF OPENING IN WALL IS LESS THAN 44 BAR DIAMETERS FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH SIDE SHALL INCLUDE DOWELS EMBEDDED INTO SLAB WITH STANDARD 90 DEGREE HOOKS TO SPLICE WITH EXTRA VERTICAL REINFORCEMENT. DOWELS SHALL ALSO STILL BE PROVIDED BELOW OPENING. 5.WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN 44 BAR DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL, EXTRA DIAGONAL BARS MAY BE TERMINATED TWO INCHES FROM EDGE OF SLAB OR BOTTOM OF WALL. DOWELS DO NOT HAVE TO BE PROVIDED TO SPLICE WITH DIAGONAL BARS.4"MAXMAIN REINFORCEMENT 12" MAX 0331710 TYPICAL BLOCKOUT FOR EMBEDDED EQUIPMENT FRAME 2" TYP 2 1 SIZE OF BLOCKOUT AS REQUIRED FOR EMBEDDING FRAME. GROUT FRAME INTO PLACE (NOT SHOWN) AS RECOMMENDED BY FRAME MFR EXTRA BARS SAME SIZE AND SPACING AS INTERRUPTED REINFORCEMENT SPLICE LENGTH OF EXTRA BAR, TYP WALL REINF, TYP SEE TABLE LAP SPLICE 6" WATERSTOP 2"1/2"TYP0" CLRWALL REINF CONT THRU CONTRACTION JOINT EVERY OTHER BAR EF CONTRACTION JOINT WITH SEALANT EF WALL0331713 VERTICAL WALL CONTRACTION JOINT LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM S-D-06 STRUCTURAL STANDARD DETAILS IIC. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM INTERSECTIONCORNER HORIZONTAL BARS VERTICAL BARS TYPICAL WALL REINFORCING TYP 0"0"* = STD 90° HOOK LENGTH * 0331700 ADDITIONAL DIAGONAL BARS, REQUIRED IN LIQUID RETAINING WALLS ONLY, ALTERNATE WITH HORIZONTAL BARS AND SIZE PER CHART. STANDARD 90° HOOK VERTICAL BARS HORIZONTAL BARSCLASS B CLASS BADDITIONAL DIAGONAL BARS, SEE CHART FOR SIZE, TYP TYP CORNER BARS, SAME SIZE AND SPACING AS HORIZONTAL BARS, TYP CORNER BARS, SAME SIZE AND SPACING AS HORIZONTAL BARS TYPDIAGONAL BAR SIZE CHART AT LOCATIONS WHERE DIFFERENT SIZE HORIZONTAL BARS CONVERGE, THE LARGER BAR SIZE SHALL CONTROL BAR SIZE - HORIZONTAL REINFORCEMENT # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 BAR SIZE - DIAGONAL REINFORCEMENT # 3 # 3 # 4 # 5 # 5 # 6 # 7 # 8 # 9 ADDITIONAL DIAGONAL BARS, SEE CHART FOR SIZE * TYP TENSION SPLICE, TYP TENSION SPLICE, TYP3"CONTINUOUS FULL SPACINGS 3" MIN FULL SPACING MAX BEAMWALL2 EQSPACES3"3"CONTINUOUSFULL SPACINGS3"CONTINUOUS FULL SPACINGS FULL SPACINGSCONTINUOUS3"3"WALL CONTINUOUSHALF SPACING, MIN FULL SPACING, MAX FULL SPACINGS HALF SPACING, MIN FULL SPACING, MAX SECTION - WALLS AND SLABS PLAN - WALLS TYPICAL BAR PLACEMENT FULL SPACINGSCONTINUOUS3"CONTINUOUS FULL SPACINGS 0"STD 90° HOOK, TYP0"WALL DOWEL,TYP 0"0"0331704 NOTE: ORIENTATION OF OUTSIDE AND INSIDE LAYERS OF REINF SHALL BE AS SHOWN ON PLANS. "FULL SPACING" IS BAR SPACING CALLED OUT ON PLANS. REQD COVER, TYPHALF SPACING MINFULL SPACING MAXHALF SPACING, MIN FULL SPACING, MAX TYP EACH END STD 90° HOOK ON VERTICAL REINF REQD WHERE SHOWN ON PLANS. HALF SPACING, MIN - FULL SPACING, MAX TYP EACH END 4 VERTICAL BARS IN CORNER HALF SPACING, MIN FULL SPACING, MAX TYP EACH END REQD COVER, TYP HALF SPACING, MINFULL SPACING, MAX1/4" 3/4" CONTROL GROOVE AND RUSTIFICATION AT OUTSIDE FACE OF WALL (RUSTIFICATION WHERE SHOWN ON PLAN) NON SAG POLYURETHANE SEALANT WITH BOND BREAKER 1/2" WIDE BOND BREAKER 1/4" 1/4"1/4"3/4"3/4"3/4"3/4"3/4"3/4"0331712 VERTICAL WALL CONSTRUCTION JOINT 3" SIMPLE L1 0.33 L1 DFLOOR OR ROOF EL A A TYPICAL BEAM ELEVATIONS SKIN REINF, EF A ROOF EL FLOOR OR D10.33 L CL COLUMNS OR SUPPORTS S1 1L END 3" C SPAN LENGTH - SEE PLANS CL INT BEAM, TYP B3 MAIN REINF, CONT B L2 INT SKIN REINF-SEE NOTE 4 CANT B STIRRUPD W TYPICAL BEAM SECTION C CL COLUMNS OR SUPPORTS 0331801 S1S2 S2 S1S1 S1 S1S22"2"2"2"2"2"2" 0.33 L1 20.33 L 0.33 L2 10.33 L S1 S2 SPAN LENGTH - SEE PLANS MAIN REINF SEE NOTE 4 NOTES: 1.WHERE BEAMS FRAME INTO CONCRETE WALLS, WALLS SHALL BE BLOCKED OUT FULL HEIGHT AND WIDTH OF BEAM TO PROVIDE A MINIMUM 8" SEAT FOR BEAM BEARING. WALL REINFORCEMENT SHALL NOT BE INTERRUPTED THROUGH BLOCKOUT. 2.S1 = 2x"D" FOR STIRRUP SPACING SEE BEAM SCHEDULE 3.CONTINUOUS BOTTOM BARS IN ALL BEAMS MAY BE SPLICED AT COLUMN CENTERLINES. CONTINUOUS TOP BARS MAY BE SPLICED AT MID-SPAN. 4.UNLESS NOTED OTHERWISE, PROVIDE SKIN REINFORCEMENT BETWEEN TOP AND BOTTON MAIN REINFORCEMENT AS FOLLOWS: FOR BEAMS 18" OR LESS IN DEPTH, NO SKIN REINFORCEMENT IS REQUIRED FOR BEAMS >18" THRU 36" IN DEPTH, PROVIDE #5@12" EF FOR BEAMS >36" THRU 84" IN DEPTH, PROVIDE #5@6 EF FOR BEAMS >84" IN DEPTH, SEE REMARKS IN BEAM SCHEDULE. 5.ALL STIRRUPS SHALL BE CLOSED TIES, TYPE T1, (ACI 315) UNLESS NOTED OTHERWISE. 6.SEE DRAWINGS FOR BEAM ELEVATION DIAGRAMS SPECIFICALLY REFERRED TO IN THE BEAM SCHEDULES. 7.WHEN TWO LAYERS OF FLEXURAL REINFORCEMENT ARE REQUIRED THE SPACING BETWEEN THE LAYERS SHALL BE 3 INCHES. MAIN REINF BEAM DESIGNATION ON PLANS MAIN REINF CONT PIPE OR CONDUIT EMBEDDED IN SLAB2DDTOP OF SLAB REINF BAR 2DDSEE PLANS0331604 NOTE: D DENOTES PIPE OR CONDUIT OD(3 1/2"MIN)(3 1/2"MIN)2D (2" MIN) CLR LIC NES E D 109383 FREDRICK P. POWELL F. POWELL K. GRISSOM S-D-07 STRUCTURAL STANDARD DETAILS IIIC. PHILLIPS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM SECTION ALUMINUM LADDER ALTERNATE WALL 1 1/2" AL PIPE RAIL 1/4 TYPTYP1/4 8"6"3"6"RUNGS 12" OC TYP4"8"3'-6"12"18"6"6"4"2'-10"2'-4 1/2" 0551500 SECTION ELEVATION FLOOR OR TOP OF WALL PROVIDE SELF-CLOSING GATE AT ALL LADDERS AND AT ACCESS POINTS WHERE INDICATED ON THE CONTRACT DWGS CAST AL BASE FLANGE (SEE PLAN VIEW DETAIL 0552000) OR 6"x6"x1/4" AL BASE PL 2-5/8" SST ANCHOR BOLTS AND INSERTS, TYP BRACKETS EQUALLY SPACED AT NOT MORE THAN 5'-0" OC 3/4" MIN CLOSED EXTRUDED AL RUNGS 2 1/2"x3/8" ALUMINUM BRACKETS W/ 3/4" SST ANCHOR BOLTS AND INSERTS OR ADHESIVE ANCHORS IF CONCRETE IS AVAILABLE FOR BASE REPLACE BOTTOM BRACKET WITH AL PLATE AND SST ANCHOR BOLTS AS SHOWN AT TOP OF LADDER ELEVATION5", MIN1 1/4"5", MIN 4 1/2"1 1/4"6"1"1 1/2" AL PIPE POST 1/4" SET SCREW ALUMINUM HANDRAILS 3 1/2"3/4"3/4"5"3 1/2" MIN 5" MIN 3/4"3/4"2 1/2"MIN3"MINEDGE OF CONCRETE 4-1/2"Ø SST BOLTS 5"2 1/2"TOP OF CONCRETE 6 1/2"1 3/8"3/4"3/4"1"1"2"TYPPLAN 6 1/2" 1 1/4"MAX1/2", MIN5/16", MIN PLAN 2 1/2"2 1/2"4"1/4"MAXWALKING SURFACE 6'-0" MAX ELEVATION TYPE I EQEQ1/2"MINMIN MIN CAST AL BASE PLATE 0552000 6'-0" MAX 3'-6"3'-6"5 3/4"7"TYPE II 4 1/4"TYP4" MAX OC 1/2"Øx5 1/2" SST ADHESIVE ANCHORS (MIN 5" EMBEDMENT), TYP 4-1/2"Ø SST ADHESIVE ANCHORS (MIN 5" EMBEDMENT) NOTE: UNLESS SHOWN OTHERWISE ON THE CONTRACT DRAWING, HANDRAILS SHALL BE TYPE I. 4-1/2"Ø SST ADHESIVE ANCHORS (MIN 5" EMBEDMENT) 1 1/2" ALUMINUM PIPE POST TYPE III STAIR/RAMP HANDRAIL ADJUSTIBLE STAIR FITTING 1 1/2" SCH, 40 ALUMINUM PIPE (TYP FOR RAILS) 1 1/2" SCH, 80 ALUMINUM PIPE (TYP FOR POSTS) STAIR FITTING 3'-6"8"2'-10"17"3 3/8" 2"Ø AL SLEEVE 7" LONG 4- 3/8" HEX HEAD BOLTS RAILING FLANGE 1/4" 'D' STOP (ONE SIDE ONLY) 1 1/2" AL PIPE POST 1 1/2" ALUMINUM PIPE POST CAST AL BASE FLANGE EXTRUDED ALUMINUM TOEBOARD 3/8"Ø SST SET SCREWS EXTRUDED AL ADAPTER (USED ONLY WITH AL BASE FLANGE) 1 1/2" ALUMINUM PIPE POST 1 1/2"x1/8" AL CLAMP CAST AL BASE FLANGE 6 1/2"x2" ALUMINUM SIDE MOUNT BRACKET, TYP 3/8"Ø SET SCREWS1/4" 'D' STOP (ONE SIDE ONLY) 1 1/2" AL PIPE RAILING 1/2" AL PIPE (VERTICAL) TOEBOARD, TYPICAL ALL HANDRAILS 9/16"Ø HOLES REMOVABLE POST IN CONCRETE SIDE MOUNT TO METAL SURFACE MOUNTED TO METAL SURFACE MOUNTED TO CONCRETE SIDE MOUNT TO CONCRETE ALUMINUM GRATING AT FLOORAT WALL SCHEDULE BASED ON 150 PSF ALL AROUND 1/8" CLEARANCE SPAN, S AL L3x3x3/8, CONT AL GRATING 0553000 SPAN, S DEPTH (MIN)CONCRETE ANCHOR (SIZE AND SPACING) 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 1/2"Øx5 1/2" @ 18" 5/8"Øx6" @ 18" 316 SST CONCRETE ADHESIVE ANCHOR EXTRUDED ALUMINUM FRAME CONTINUOUS ANCHOR STRAPS 1"x1/4"x6" @ 18" (WELD TO FRAME) MIN 2 EACH SIDE 0'-0"< S ≤4'-0" 4'-0"< S ≤5'-0" 5'-0"< S ≤5'-6" 5'-6"< S ≤6'-0" 6'-0"< S ≤6'-6" L2x2x1/4 CORNER GUARD 0554001 3/8"Ø x 4" ARC WELDED STUD @ 2'-0" CC NOTE: CORNER GUARD REQUIRED ONLY WHERE SHOWN ON PLANS 2'-4 1/2" SELF-CLOSING GATE HANDRAIL GATE 0552002 LATCH ASSEMBLY UNLESS NOTED OTHERWISE AL DOUBLE ANGLE (SEE TABLE)2 3/4"1 1/2"1 1/2" TYP AL BEAM OR CHANNEL (n) ROWS 3/4"Ø SST BOLTS 2 1/2"COPE TOP AND BOTTOM FLANGES FOR BEAM INSTALLATION AS REQD 2-L4x4x5/16x0'-5 1/2"2 3 12-L6x4x3/8x0'-3" LONG4", 5", 6" 8" 10", 12", 15"TYP1 ROW CONNECTION ONLY PROVIDE ADD BOLT, CENTER IN BEAM TYP2-L4x4x5/16x0'-8" ALUMINUM FRAMING CONNECTION 0513100 1 1/2" TYP AL BEAM OR CHANNELDEPTH PROVIDE SHORT HORIZONTAL SLOTTED HOLES IN WEB AL DOUBLE ANGLESAL MEMBER DEPTH (N) ROWS 1/2"CONCRETE BEAM OR WALL EMBEDMENT (SEE TABLE) ADHESIVE ANCHORS (SEE TABLE) 3 1/2" AL ANGLE (SEE TABLE)2 1/2"1 1/2"2 1/2" TYP 1 1/2" TYP AL BEAM OR CHANNEL 2 ROW CONNECTIONS, CLIP BOTTOM OF ANGLE 2" @ 45° (n) ROWS 3/4"Ø SST BOLTS, PROVIDE SHORT HORIZONTAL SLOTTED HOLES IN WEB2 1/2"COPE BOTTOM FLANGE FOR BEAM INSTALLATION AS REQUIRED AL MEMBER DEPTH AL DOUBLE ANGLES (n) ROWS 2-L4x3 1/2x3/8x0'-9"2 3 12-L6x4x3/8x3" LONG4", 5", 6" 8" 10", 12", 15"TYP1 ROW CONNECTION ONLY PROVIDE ADD BOLT SST ADHESIVE ANCHORS 2-5/8"Ø SST ADHESIVE ANCHORS TYP4-5/8"Ø SST ADHESIVE ANCHORS 4-3/4"Ø SST ADHESIVE ANCHORS2-L4x3 1/2x3/8x0'-9" 1/4" NEOPRENE PAD W/ ADHESIVE (DUROMETER 60) NOTE: DURING INSTALLATION OF ADHESIVE ANCHORS BEAM TOP REINFORCEMENT SHALL NOT BE CUT. PRIOR TO FABRICATION FIELD LOCATE REINFORCEMENT AND LENGTHEN ANGLES AS REQUIRED LOWER ANCHORS TO CLEAR REINFORCEMENT. ALUMINUM BEAM TO CONCRETE CONNECTION 0513000 EMBEDMENT 5", MIN 5", MIN 6 1/2", MIN 4"MIN6"LIC NES E D 109383 FREDRICK P. POWELL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-D-08 MECHANICAL MECHANICAL STANDARD DETAILS ID. NAILOR DUCT DIA 4"EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 1/4" PL 1/2" 5/8"Ø ADHESIVE ANCHORS PL 1/4" STRAP DUCT DIA + 2"5"EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 1/4" ADHESIVE ANCHORS 3/8"Ø BOLTS, TYP SADDLE PL 1/4" PL 1/4" STRAP 3/8"Ø BOLTS, TYP 3"1" NON-SHRINKGROUTSUPPORT FOR 4" TO 10" FA DUCT ON CONCRETE 8" 2 1/2" TYP SADDLE PL 1/4" PL 1/2 2" 1589201R 3/16TYP 120° NOTES: 1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE. PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED TO NEOPRENE PAD. 2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL. DUCT DIA 4"EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 1/4" PL 1/4" STRAP DUCT DIA + 2" EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 1/4" 3/8"Ø BOLTS, TYP SADDLE PL 1/4" PL 1/4" STRAP 3/8"Ø BOLTS, TYP 3" SUPPORT FOR 4" TO 10" FA DUCT ON STEEL SADDLE PL 1/4" STEEL BEAM OR COL CAP PL 1589202R 120° 3/16 TYP STEEL FRAMING EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 1/4"SADDLE PL 1/4" PL 1/4" STRAP 3/8"Ø BOLTS, TYP 3" STEEL FRAMING PL 1/2" SHIM AS REQD 4-3/4"Ø A325 BOLTS WELDED CONNECTIONBOLTED CONNECTION PL 1/2" 4-3/4"Ø A325 BOLTS 3/16TYP NOTES: 1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE. PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED TO NEOPRENE PAD. 2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL. DUCT DIA EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 3/8" STRAPS 5/8"Ø BOLTS, TYP SADDLE PL 3/8"4"PL 3/8" PL 5/8" "N" ROWS 3/4"Ø ADHESIVE ANCHORS, 2 PER ROW DUCT DIA + 2"6"SUPPORT FOR 12" TO 36" FA DUCT ON CONCRETE DUCT DIA 16"-18" 12" -14" 20"-36" 2"EQ EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 3/8" ADHESIVE ANCHORS 5/8" BOLTS, TYP PL 5/8" "W" 3" TYP SADDLE PL 3/8" "N" 2 3 4 1589203R1" NON-SHRINKGROUT1/4TYP NOTES: 1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE. PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED TO NEOPRENE PAD. 2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL. 3.FRP DUCT MANUFACTURER TO VERIFY "W"30°90.047 1 °30°STIFFENER PL 3/8" WHEN DUCT SIZE IS 20" AND LARGER PL 3/8"X3" STRAPS "W" 9 9 10 EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 3/8" STRAPS 5/8"Ø BOLTS, TYP SADDLE PL 3/8" PL 3/8" SUPPORT FOR 12" TO 36" FRP DUCT ON STEEL STEEL FRAMING STEEL BEAM OR COL CAP 1589204R DUCT DIA 4"1/4 TYP EL VARIES FRP DUCT PROVIDE 1/2" THICK FRP BUILD-UP, NEOPRENE PAD AND TFE PAD, SEE NOTE 1 PL 3/8" "W" PL 5/8" SADDLE PL 3/8" 3/4"Ø A325 BOLTS STEEL FRAMING SADDLE PL 3/8" PL 3/8" STRAPS 5/8"Ø BOLTS, TYP SHIM AS REQD NOTES: 1.PROVIDE 1/4" NEOPRENE PAD (DUROMETER 50, MECHANICALLY ROUGHENED) CONTINUOUSLY ADHERED TO SADDLE PLATE. PROVIDE 1/8" TFE (TEFLON) PAD WHICH IS ETCHED AND BONDED TO NEOPRENE PAD. 2.PIPE SUPPORT STRUCTURAL MEMBERS, CONNECTING ELEMENTS AND SADDLE ASSEMBLY SHALL BE TYPE 304L STAINLESS STEEL. 3.FRP DUCT MANUFACTURER TO VERIFY "W". PL 5/8" DUCT DIA + 2" 2"EQ "N" ROWS 3/4"Ø A325 BOLTS, 2 BOLTS PER ROW DUCT DIA 16"-18" 12" -14" 20"-36" "N" 2 3 4 1/4TYP BOLTED CONNECTION WELDED CONNECTION STIFFENER PL 3/8" WHEN DUCT SIZE IS 20" AND LARGER30°60°30°FRP DUCT PL 3/8" "W" 9 9 10 PL 3/8"X3" STRAPS LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-D-09 MECHANICAL MECHANICAL STANDARD DETAILS IID. NAILOR PIPE SUPPORT CHANNEL FRAME CARRIER PIPE PIPE CLAMP "Z" CLAMP 1509402 EXPANSION ANCHOR BOLTS AS REQUIRED PIPE WALL SUPPORT AND SUPPORT RACK SHALL BE ASSEMBLED W/ CHANNEL FRAMES AND ACCESSORIES AS MANUFACTURED BY UNISTRUT CORP OR EQUAL 1" NON SHRINK GROUT 1/2" THICK x 1/2 FLANGE OD WIDE. ANCHOR TO FLOOR OR WALL WITH: PIPE SIZE 12" AND SMALLER 4-1/2"Ø SST ANCHOR BOLTS (5" EMB) PIPE SIZE GREATER THAN 12" 6-3/4"Ø SST ANCHOR BOLTS (7" EMB) 3/8" STIFFENERS (4 REQD) 3/8" THICK SUPPORT PLATE, DRILL TO MATCH PIPE FLANGE-BOLT TO FLANGE WITH LONGER BOLTS PIPE OD FLANGE OD 140°VARIESVARIES1/3 1/3 1/3 FLANGE OD+2" FABRICATED PIPE SUPPORT (AT FLANGE) 1509409 EXPANSION ANCHOR BOLT (D) (4 REQD EACH SUPPORT SEE SCHEDULE A) 1" NONSHRINK GROUT BASE ELBOW OR TEE SEE SCHEDULE A MACHINE BOLTS - SAME DIA AS EXP ANCHOR BOLTS (4 REQD EACH BASE, LENGTH AS REQD BY FLANGES) SUPPORT PIPE - SEE SCHEDULE A B A BC VARIESBASE ELBOW (TEE) 1509400 NOTE: FLOOR DRAINS TO HAVE CPVC INLET GRATES 45° WYE AND 45° BEND FOR VENT LINE IF REQD FINISH FLOOR - FORM 2'-0"Ø DISH WHERE REQD FLOOR DRAIN WITH SEDIMENT BUCKET AND ADJUSTABLE TOP 1542102R FLOOR DRAIN 2" 316 SST NIPPLE 2" 316 SST BALL VALVE, 2 PIECE DESIGN BY APOLLO OR LEGEND 2"-90° 316 SST BEND, TYP DRILL AND TAP 2" SCH 80 PVC TO DRAIN OR BELOW BASIN TOP OF WALL 2" SCH 40 316 SS PIPE DETAIL MANUAL AIR RELEASE VALVE NOTE: CONTRACTOR SHALL ROUTE 1 1/2" DRAIN BACK TO THE WET WELL. DRAIN PIPE SHALL TERMINATE 2-INCHES ABOVE THE GRATING. CONTRACTOR SHALL PROVIDE A 2 1/2 INCH HOLE IN THE GRATING DIRECTLY BELOW THE DRAIN PIPE. COMPRESSIVE LINK TYPE SEAL FOR CORED OPENINGS, TYP 1/2"Ø SST ADHESIVE ANCHOR WITH 6" EMBEDMENT, TYP CORE DRILL OPENING AS REQUIRED 8-1/2" Ø SST ADHESIVE ANCHORS BUILT-UP SHOULDER SUPPORT DUCT PENETRATION THRU WALL OR SLAB 1589211 SEALANT ALL AROUND, TYP CONCRETE WALL OR SLAB NONSHRINK GROUT 6" WALL PIPE WITH INTEGRAL WATERSTOP (FLGxPE) OR (MJ x PE) RESTRAINT 6"EXISTING CONCRETE WALL PIPE 9" FOR PIPES 36" DIA AND LARGER 6" FOR PIPES 30" DIA AND SMALLER NEW CONCRETE WALL 1509209R WALL THIMBLE (FLG x PE) OR (MJ RESTRAINT x PE) NONSHRINK GROUT PIPE WALL PIPE WITH INTEGRAL WATERSTOP (FLGxFLG) OR (MJ RESTRAINT x FLG) NEW CONCRETE WALL 9" FOR PIPES 36" DIA AND LARGER TYPICAL FOR BOTH SIDES 6" FOR PIPES 30" DIA AND SMALLER EXISTING CONCRETE WALL 6"1509208R WALL THIMBLE (FLG x FLG) OR (MJ RESTRAINT x FLG) FLOOR PENETRATION 1509200R FLOOR SLEEVE SHALL BE SIZED TO ALLOW PASSAGE OF PIPE FLANGE CONCRETE FLOOR STEEL FLOOR SLEEVE WITH WATERSTOP COLLAR PIPEPROVIDE STEEL RING COVER MIN3"STAINLESS STEEL BOLTS COMPRESSIBLE LINK TYPE SEAL, TWO REQUIRED FOR WALL THICKNESS GREATER THAN 10" LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. MILLER V. PANEZ M-D-10 MECHANICAL MECHANICAL STANDARD DETAILS IIID. NAILOR STEEL TAB 1/8" 1" 1516401 PIPE OR FLANGE SHROUD OD STEEL TAB THK SEE THREADED ROD SCHEDULE HOLE DIAMETER SEE THREADED ROD SCHEDULE THICKNESSVARIES1"1"1 1/2"HARNESSED FLANGED ADAPTER 1516402 NOTE: ALL FLANGED ADAPTERS SHALL BE HARNESSED AND BACK BOLTED TO PREVENT MOVEMENT IN EITHER DIRECTION. SEE THREADED ROD SCHEDULE FOR ROD DIAMETER, MATERIAL AND STEEL TAB THICKNESS. THREADED RODS, TYP LENGTH AS REQD STEEL TABS, TYP FLG x PE PIECE, LENGTH AS REQD FLANGED ADAPTER BACKING BOLTS, TYP DETAIL TYPICAL INSECT SCREEN DETAIL CAP SCREWS W/NUT AND LOCK WASHERS (AS REQUIRED) INSECT SCREEN 1/4" PLATE WELD ALL AROUND 1/2" - GAUGE FLATTEN EXPANDED METAL PLATE 1/4" RING PLATE DETAIL GOOSE NECK VENT FRP VENT, SEE DWG FOR SIZE TYPICAL INSECT SCREEN SEE DETAIL SLAB OR TANK 1510701 YARD HYDRANT NON SHRINK GROUT EXISTING CONCRETE WALL NO BEVEL 1"x2" MIN FRP RING NEW CONCRETE WALL BEVEL FRP PIPE GLASS FIBER REINFORCED PLASTIC SLEEVE WITH FULL WIDTH RUBBER GASKET SEAL EPDM OR EQUAL DETAIL FRP WALL PIPE CONCRETE WEIR WALL ON EXPANSION BOLT 1/2"x3 1/2" SLOT, CENTERED 6" FROM ENDS WASHER AT 24" OC MAXIMUM, 3/8" SST EXP BOLT AND SST WEIR OPENING, 4" ON EACH SIDE LENGTH SHALL BE 8" LONGER THAN 6"8"1 3/4"RECOMMENDED BY MANUFACTURER FRP WEIR PLATE, THICKNESS AS INITIAL EL UNLESS OTHERWISE NOTED***2"4"12"4"7" DIA FRP WASHER 1517405 WEIR PLATE 3/4" CHAMFER AND SEALANT LIC NES E D 113114 BRANDT N. MILLER IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-D-11 ELECTRICAL STANDARD DETAILS IG. RATASKY LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-D-12 ELECTRICAL STANDARD DETAILS IIG. RATASKY LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-D-13 ELECTRICAL STANDARD DETAILS IIIG. RATASKY LIC NES E D 121398 BRETT D. BUELTEL IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM B. BUELTEL N. STEWART E-D-14 ELECTRICAL STANDARD DETAILS IVG. RATASKY 3/8" SST ANCHOR SHACKLES W/ PIN 667(<()8//< THREADED BOLT ADHESIVELY ANCHORED W/ 5" MIN EMBEDMENT & 6" MIN EDGE DISTANCE 3/8"X3" SST WELDED RING SST WIRE ROPE CLIP, TYP 667&$%/( SST KELLUM TYPE GRIP CONNECTOR JUNCTION BOX 3/8"-3000# SST CHAIN CABLE PER PUMP MANF, TYP PUMP LIFTING CHAIN PER MANF RWW PUMP NOTES: 1.CHAIN LENGTH SHALL BE DETERMINED IN FIELD. CONTRACTOR SHALL FIELD VERIFY CHAIN LENGTH AND KELLUM LOCATION WITH PUMP REMOVAL AND REPLACEMENT PRIOR TO INSTALLATION OF EYE BOLT. 2.CONTRACTOR SHALL LOCATE REINFORCEMENT PRIOR TO INSTALLING EYE BOLT. REINFORCEMENT SHALL NOT BE CUT. 3.STAINLESS STEEL SHALL BE TYPE 316 SEE NOTE 1WIREWAY TRENCH PUMP CABLE INTERMEDIATE SUPPORT AL CHKD PL W/ GASKET 12"LIC NES E D 121398 BRETT D. BUELTEL 1/2" PIPE NIPPLE (FOR PRESSURE)1/2" THREADOLET PRESSURE TAP PRESSURE TAP 1765001 1/2"x1/4" REDUCER REQUIRED FOR PRESSURE SWITCH 1/2" SHUT-OFF THREADED TAP PRESSURE GAUGE OR SWITCH INSTALLATION WITH THREADED TAP USED FOR PIPES 2" AND LARGER (SHOWN WITHOUT DIAPHRAGM SEAL) 1765002 BALL VALVE 1769801 FOR HEAVY SOLIDS/SLURRY SERVICE 1/2" 316 SST PIPE SWITCH PRESSURE GAUGE PRESSURE INSTRUMENTS MOUNTING DUAL PROVIDE TEE WHEN FLANGED PROCESS PIPING MOUNT RING BETWEEN IN-LINE ISOLATING RING DETAIL REMOVABLE GRATING OR ACCESS HATCH ALUMINUM OR FRP FLOAT SWITCH, TYP CABLE HOLDER MOUNTING DETAILS TYPICAL LEVEL SWITCH18"MIN1767001 CABLE BRACKET MOUNTED TO WALL (CABLE SHALL SLIDE FREELY), TYPICAL 3/8" SST EXP ANCHOR AND EYE BOLT SST CLAMP, TYP 1/4" SST WIRE ROPE ANCHOR 2 SST SPLIT BOLT CONNECTORS, TYP BOTH ENDS WIRE ROPE 1767003 FLEXIBLE WATERTIGHT CONDUIT TO JUNCTION BOX STAINLESS STEEL BLIND FLANGE 6"Ø SCH 40 304 SST PIPE SST ANCHOR TAB, TYP OF 4 SST HOOK WELDED TO BLIND FLANGE FLOOR SLAB LIQUID LEVEL HIGH WATER ALARM LEVEL SWITCH MOUNTING DETAIL6"W/ 1/2" NIPPLE TO JUNCTION BOX W W+12" 6"6" 2.5xD D 1.5xD H+12"H6"6"PANEL STANCHION OR WALL MOUNT FRP OR SST SUNSHADE 1752001 SUNSHADE FOR OUTDOOR PANELS PANEL 1.PANELS SHALL BE PROVIDED WITH SUNSHADES AS SPECIFIED OR AS SHOWN ON THE DRAWINGS. 2.SUNSHADES SHALL BE FRP, STYLE E AS MANUFACTURED BY O'BRIEN CORPORATION, OR EQUAL, OR FABRICATED FROM 10 GAUGE TYPE 304 STAINLESS STEEL. WHERE PRACTICAL, PANELS AND INSTRUMENTS SHALL BE MOUNTED IN A NORTH FACING DIRECTION. 3.CONTRACTOR SHALL VERIFY PANEL SIZE BEFORE CONSTRUCTION OF SUNSHADE AND MODIFY AS REQUIRED TO PROTECT PANELS FROM THE EFFECTS OF SOLAR HEAT GAIN. 4.SUNSHADES SHALL BE SUITABLE FOR WALL OR STAND MOUNTING. NOTES FRONT ELEVATION SECTION IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA I-D-15 INSTRUMENTATION STANDARD DETAILS ID. EDWARDS 1774901 SUBMERSIBLE LEVEL (PRESSURE) TRANSMITTER OPEN TANK WALL MOUNTING DETAIL 1" PVC FLUSHING MINIMUM 4" DIA SCH 80 TO WALL WITH WALL PRESSURE SENSOR,2"MAX DIAMETER 1 INCH 6"EXPANSION ANCHOR BOLTS AS REQUIRED CHANNEL FRAME CARRIER PIPE PIPE CLAMP "Z" CLAMP WALL SUPPORT AND SUPPORT RACK SHALL BE ASSEMBLED W/ CHANNEL FRAMES AND ACCESSORIES AS MANUFACTURED BY UNISTRUT CORP OR EQUAL TERMINAL HOUSING MOUNTED ON 316 SST UNISTRUT SUPPORT MOUNTING BRACKET STILLING WELL WALL STILLING WELL WALL SUPPORT SST CLAMP, TYP 1/4" SST WIRE ROPE ANCHOR, DIAMETER SHALL 2 SST SPLIT BOLT CONNECTORS, TYP BOTH ENDS WIRE ROPE BRACKETS AS REQUIRED PVC SLEEVE SECURED BE LESS THAN STILLING WELL INSIDE DIAMETER 12"3/16" 304 SST PLATE COORDINATE HOLE LOCATIONS AND SIZES WITH TRANSDUCER OR TRANSMITTER MOUNTING REQUIREMENTS 3/16" 304 SST PLATE, TYP AND BOLT, TYP 4 PLACES 1/2"Ø SST EXPANSION ANCHOR12"6" BOLTS SHOP WELDED TO PLATE, COORDINATE TRANSDUCER MOUNTING 3/8" NEOPRENE 8" GASKET REQUIREMENTS, TYP 4 PLACES SIZE AND LENGTH WITH 10" MINAIR RELEASE, EXTEND TO ACCESSIBLE LOCATION CONNECTION AND STILLING WELL WALL SUPPORT STILLING WELL MOUNTING BRACKET SENSOR CABLE BUSHING, 1.5" NPT THREAD TANK BOTTOM 1774005 TANK MOUNTING DETAIL ULTRASONIC LEVEL TRANSDUCER6"ULTRASONIC TRANSDUCER W/ MOUNTING FLANGE GASKET MIN 4" 150# FLANGED NOZZLE TANK COVER 2'-0" MIN FROM NEAR WALL OR OBSTRUCTION TO ULTRASONIC BEAM MOUNTED IN CONCRETE SLAB 4-WIRE TRANSMITTER 1770001 FRONT VIEW SIDE VIEW 3/4" CONDUIT STRAP, TYP W/ MIN 4" EMBED, TYP OF 4 1/2"Ø ADHESIVE ANCHOR GRADE OR FLOOR SEE NOTE 1 BASEPLATE SEE NOTE 2 NOTES: 1.WHEN NO CONCRETE IS AVAILABLE, POUR CLASS "B" CONCRETE SLAB, 30"x30"x18"D MINIMUM. 2.COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE IN ACCORDANCE WITH DIVISION 9 REQUIREMENTS. 3.ALL BOLTS, NUTS, AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL. 4.APPLETON FSC CAST ALUMINUM BOX WITH FSK-1VS COVER, OR EQUAL. 5.REFER TO DETAIL 1752001 FOR SUNSHIELD DIMENSION REQUIREMENTS. IF TRANSMITTER REQUIRES SIDE ACCESS, CUT 6"Ø HOLE IN SUNSHIELD WHERE NECESSARY TO PROVIDE ADEQUATE ACCESS. 6.CONDUIT TYPE AND MATERIALS OF CONSTRUCTION FOR SUPPORTS AND HARDWARE SHALL BE AS REQUIRED FOR THE AREA IN WHICH IT IS INSTALLED. 11" 9/16" HOLES, TYP 3/4" THICK ALUMINUM PLATE AL CS 6x4.03 WELDED TO PLATE 6"BASE PLATE PLAN 3/4" RIGID CONDUIT 1/2" LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT DISCONNECT 120 VAC PROTECTOR 120 VAC SURGE SIGNAL SURGE PROTECTOR 48"-60"TRANSMITTER, FACING SUNSHIELD FOR SEE NOTE 4 ROUND CORNERS 1/2" RADIUS, TYP ALUMINUM (AL) CONDUIT STRAP PLAN ALUMINUM STRAP 3/4" 1-HOLE SCH 80 WITH CLAMP BACK CONDUIT 3/4" RIGID OUTSIDE INSTALLATION NORTH WHERE POSSIBLE SEE NOTE 5 1" TYPSEE NOTE 6 MOUNTED AS REQUIRED SEE NOTE 6 AND NUT 1/4" BOLT12" MAXSEE NOTE 6 BASEPLATE PLAN CHANNEL, SEE MIN 3 1/2" TO EDGE OF CONC 1/44" MAXCHANNEL 1774001 TANK MOUNTING DETAIL ULTRASONIC LEVEL TRANSDUCER ULTRASONIC TRANSDUCER SST ANCHOR TAB, TYP OF 4 AS REQD BY MANUFACTURER) 6"Ø SCH 40 304 SST PIPE (OR POLYPROPYLENE MOUNTING FLANGE THREADED PIPE WELDED TO LIQUID-TIGHT CONDUIT SENSOR CABLE IN FLEXIBLE METAL HANDRAIL OR PIPE STAND, TYP 4"VARIES 2'-0" MIN COUPLING WITH SUBMERGENCE SHIELD NON-HAZARDOUS AREA HAZARDOUS AREA NEMA 4X SST JUNCTION BOX OR LB SEAL-OFF WITH APPROVED CHICO COMPOUND SENSOR CABLE IN RIGID CONDUIT AS SPECIFIED POST MOUNTED TRANSMITTER INDICATOR IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: HAZEN AND SAWYER 8150 N. CENTRAL EXPRESSWAY, SUITE 700 DALLAS, TX 75206 HICKORY CREEK DETENTION FACILITY AND PECAN CREEK WRP WEST PEAK FLOW PUMP STATIONREVISSUED FOR DATE BY CITY OF DENTON, TEXAS 0 1"1/2" 60702-001 5768CONTRACT N0.: HAZEN NO.: DATE:DECEMBER 2018 DRAWING NUMBER: B. MILLER BID SET BIDDING 12/2018 BNM C. KOLESA C. KOLESA I-D-16 INSTRUMENTATION STANDARD DETAILS IID. EDWARDS