IFB 7968-007 FM 1515 Project Manual - PLANSFM 1515 UTILITYRELOCATIONSUTILITIES RELOCATIONSWATER, SANITARY SEWER PROJECT # 630511523.CSJ: 1951-01-011RCSJ: 1951-01-012U00023607MARCH , 2025CITY of DENTONENGINEERING SERVICESCITYDENTONOFSHEET LIST1COVER SHEET2GENERAL NOTES3QUANTITY SUMMARY4EROSION CONTROL NARRATIVE5-11EROSION CONTROL SHEETS12-13TRAFFIC CONTROL NARRATIVE14PROJECT LAYOUT SHEETS & CONTROL POINTS15-2116" MAIN WATERLINE PLAN AND PROFILE SHEETS22-23SANITARY SEWER CROSSING PLAN AND PROFILE SHEETS24-28WATERLINE CROSSING PLAN AND PROFILE SHEETS29-37STANDARD DETAILS* THE DETAILS SHEETS SPECIFICALLY IDENTIFIED ABOVE HAVE BEEN SELECTED BYME UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. JAMES E. WILDER , P.E. DATE: 3/17/2025
ENGINEERING SERVICES CITYDENTONOFFM 1515 UTILITY RELOCATIONSCOVER AND DETAILSUTILITY COMPANIES:GENERAL CONSTRUCTION NOTES:TRAFFIC CONTROL AND SAFETY:FINAL CLEAN UP:PROJECT NOTES:UTILITY NOTES:EROSION CONTROL:HAULING EQUIPMENT:WATER AND SANITARY SEWER NOTES:
ENGINEERING SERVICES CITYDENTONOFFM 1515 UTILITY RELOCATIONSCOVER AND DETAILSQUANTITY SUMMARY:Spec. Section No.DescriptionUOMTotal QTYSHT 13SHT 14SHT 15SHT 16SHT 17SHT 18SHT 19SHT 20SHT 21SHT 22SHT 23SHT 24SHT 25SHT 2602 41 14Remove Water ValveEA10212112102 41 14Remove Hydrant, lead line and valveEA1022121233 05 05Excavation ProtectionLF79531000965102210331000100010243121742810256626733 14 14HDPE Water Main (8")LF11510386733 14 14HDPE Water Main (12")LF838335 14 14HDPE Water Main (16")LF68259709501000100089396010242833 14 11PVC Water Main (8")LF45301533 14 11PVC Water Main (12")LF55223333 05 15HDPE Water Main in Casing (8")LF41410911918633 05 15HDPE Water Main in Casing (12")LF25625633 05 15HDPE Water Main in Casing (16")LF291301074011433 05 64DDC vaultEA11TXDOT 7216Insertion Valve (8")EA2233 14 17Water Service Connection (2")EA21133 14 25City Performed Tapping Sleeve and Valve Connection (12" x 12")EA1133 14 20Gate Valve (8")EA311133 14 20Gate Valve (12")EA311133 14 20Gate Valve (16")EA12321221133 14 25Connection to Existing Main (8")EA61111233 14 25Connection to Existing Main (12")EA21133 14 25Connection to Existing Main (16")EA21133 14 40Fire HydrantEA8211111133 31 14Sanitary Sewer Gravity Main (12")LF10110133 31 14Sanitary Sewer Gravity Main (15")LF17617633 05 15Sanitary Sewer Gravity Main in Casing (12")LF25125133 05 15Sanitary Sewer Gravity Main in Casing (15")LF24424433 05 07Steel Casing by Open Cut (24")LF2831074013633 05 07Steel Casing by Bore (24")LF2523010811433 05 07Steel Casing by Open Cut (20")LF737333 05 07Steel Casing by Bore (20")LF17817833 05 07Steel Casing by Open Cut (18")LF17317333 05 07Steel Casing by Bore (18")LF838333 05 07Steel Casing by Open Cut (12")LF242433 05 07Steel Casing by Bore (12")LF3901099518633 05 61; 33 05 62Concrete Manhole (5' ID) (0'-6' Deep)EA43133 05 76Fiberglass Manhole (5' ID)EA2230 05 61; 33 05 62Extra Concrete Manhole (5' ID)VF2315833 05 76Extra Fiberglass Manhole (5' ID)VF343402 41 14Remove Utility ManholeEA43132 01 29Concrete Pavement RepairSY6027181532 01 17Asphalt Pavement RepairSY282832 93 00SeedingSY176742222214422712296222222222276693387622256913814932 01 29Concrete Flume RepairSY9933 05 61; 33 05 62External Drop for ManholeEA11
ENGINEERING SERVICESCITYDENTONOFSITE DESCRIPTIONPROJECT NAME AND LOCATIONS: FM 1515 UTILITY RELOCATION WESTERN EDGE OF CITY OF DENTON CONTACT AND PHONE NO.: JOETTA DAILEY 940-349-7153 MAJOR SOIL DISTRIBUTION ACTIVITIES: UTILITY EXCAVATION TOTAL PROJECT AREA (ACRES): 2.42ACRES POST-CONSTRUCTION CHANGE IN RUNOFF POTENTIAL: NEGLIGIBLE EXISTING CONDITION OF SOIL, VEGETATIVE COVER: WELLESTABLISHED SOIL: IN PARKWAY BEHIND CURB 95% VEGITATIONCOVER. DESCRIPTION OF WATER DISCHARGE NOT ASSOCIATED WITHCONSTRUCTION: NONE NAME OF RECEIVING WATERS: HICKORY CREEK MAIN CHANNELAND DRY FORK 1 BRANCH IDENTIFY STORM WATER DISCHARGE POINTS: EXISTING STREAMS IN HICKORY CREEK BASIN, EXISTING STORMINLETS ON FM 1515 A DESCRIPTION AND TIME FRAME FOR THE INSTALLATION OFSTABILIZATION PRACTICES IN CONJUNCTION WITH CONSTRICTION:BMPs WILL BE INSTALLED PRIOR TO CONSTRUCTION. EROSION AND SEDIMENTATION CONTROLSOIL STAILIATION PRACTICES͗ HYDROMULCHING. TEMPORARY SEEDING. X PERMANENT PLANTING, SODDING OR SEEDING. MULCHING. X SOIL RETENTION BLANKET BUFFER ZONES. PRESERVATION OF NATURAL RESOURCES.DISTURBED AREAS ON WHICH CONSTRUCTION ACTIVITIES HAS CEASEDTEMPORARILY OR PERMANENTLY, SHALL BE STABILIZED WITHIN 14 DAYS UNLESSACTIVITIES ARE SCHEDULED WITHIN 21.STRhCThRAL PRACTICES͗ X SILT FENCES HAY BALES X EROSION CONTROL LOGS X ROCK BERMS X DIVERSION, INTERCEPTOR OR PERIMETER DIKES DIVERSION, INTERCEPTOR OR PERIMETERS SWALES. DIVERSION, DIKE AND SWALE COMBINATION. PAVED FLUMES. X ROCK BEDDING AT CONSTRUCTION EXIT (STABILIZED ENTRANCE). X TIMBER MATTING AT CONSTRUCTION EXITS (STABILIZED ENTRANCE) CHANNEL LINERS. SEDIMENT TRAPS SEDIMENT BASINS X STORM INLET SEDIMENT TRAP STONE OUTLET SEDIMENT CURBS AND GUTTERS STORM SEWERS VELOCITY CONTROL STRUCTURES GEOTEXTILES.OTHERS: IF SILT FENCES PROVE TO BE INADEQUATE EROSION CONTROLMEASURE, THE CONTRACTOR SHALL INSTALL AND MAINTAIN TRIANGULARSEDIMENTS DIKES AT NO ADDITIONAL COST. SEQUENCE OF STORMWATER MANAGEMENT AND CONSTRUCTIONACTIVITIES:BMP INSTALLATION, EXCAVATION, UTILITY INSTALLATION, BMP REMOVAL.MAINTENANCE PROCEDURES FOR CONTROL MEASURES USED: BMPINSPECTIONS WILL BE PERFORMED WEEKLY AND WITHIN 24-HOURS OF THE ENDOF A 0.5 INCH OR GREATER STORM EVENT.STORM WATER MANAGEMENT: STORM WATER WILL BE CONVEYED BY OVERLAND SHEET FLOW TO THE NEAREST INLET OR STORM LOCATION.PERMANENT EROSION CONTROL MEASURES: SODDING OR EROSION CONTROLBLANKETS.PERMANENT STORM WATER MANAGEMENT MEASURES: CURB AND GUTTER,STORM INLETS, STORM DRAINS.OT,ER EROSION AND SEDIMENTATION CONTROLMAINTENANCE:ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKINGORDER. IF REPAIR 1S NECESSARY, IT WILL BE DONE AT THE EARLIEST DATEPOSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDINGEXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROMHEAVY EQUIPMENT. THE AREAS ADJACENT TO CREEKS AND DRAINAGEWAYS SHALLHAVE PRIORITY, FOLLOWED BY DEVICES PROTECTION STORM SEWER INLETS.INSPECTION:AN INSPECTION WILL BE PERFORMED BY THE CONTRACTOR EVERY 14 DAYS ASWELL AS AFTER EVERY ½“ OR MORE OF RAIL (RECORDED ON A NON FREEZING RAINGAUGE TO BE LOCATED AT THE PROJECT SITE). AN INSPECTION AND MAINTENANCEREPORT WILL BE MADE PER INSPECTION BASED ON THE INSPECTION RESULTS, THECONTROLS SHALL BE CORRECTED BEFORE THE NEXT SCHEDULED INSPECTION.WASTE MATERIALS:ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDEDMETAL DUMPSTER. THE DUMPSTER WILL MEET ALL STATE AND LOCAL CITY SOLIDWASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRISFROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BEEMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION AND THE TRASHWILL BE HAULED TO A LOCAL DUMP. NO CONSTRUCTION MATERIALS WILL BEBURIED ON SITE.HAZARDOUS WASTE (INCLUDING SPILL REPORTING)AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE CONSIDEREDTO BE HAZARDOUS; PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, GASOLINE,MOTOR OIL, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL ADDITIVES FORSOIL STABILIZATION OR CONCRETE CURING COMPOUND AND ADDITIVES. IN THEEVENT OF A SPILL WHICH MAY BE HAZARDOUS AND MEETS REPORTINGREQUIREMENTS, THE NATION RESPONSE CENTER SHOULD BE CONTACTED AT800-424-8802, AND ANY REQUIRED CHANGES MADE TO SWPPP. IN THE EVENT OF ALIFE THREATENING SPILL THE DENTON FIRE DEPARTMENT SHOULD BE NOTIFIEDAS WELL AS THE APPROPRIATE CITY INSPECTORS.SANITARY WASTE RESPONSIBILITY OF CONTRACTOR.OFFSITE EXCAVATION SOURCE LOCATION: NONEOFFSITE FILL SOURCE LOCATION: NONEOFFSITE VEHICLE TRACKING: X HAUL ROADS DAMPED FOR DUST CONTROL X LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN X EXCESS DIRT ON ROAD TO BE REMOVED DAILY X STABILIZED CONSTRUCTION ENTRANCEOTHERS:CERTIFICATION THAT SITE DISTURBANCES AND/OR DISCHARGES WILL NOT EFFECTLISTED ENDANGERED SPECIES AND THEIR HABITAT.WHAT METHOD IS USED TO SATISFY THE ENDANGERED SPECIES REQUIREMENTS?NOT APPLICABLE FM 1515 UTILITY RELOCATIONSEROSION CONTROL 1EROSION CONTROL PLANTHE CONTRACTOR IS RESPONSIBLE FOR CREATING THE EROSION CONTROL PLAN FORTHE PROJECT. THE PLAN SHALL CONFORM TO THE REQUIREMENTS OF THESPECIFICATIONS CONTAINED IN THE PROJECT MANUAL (SEE SECTION 01 57 13 AND31 25 14) AND THE EROSION CONTROL PLAN NARRATIVE SHEETS. THE EROSIONCONTROL PLAN SHALL BE REVIEWED AND APPROVED BY THE CITY OF DENTONWATERSHED DEPARTMENT PRIOR TO IMPLEMENTATION. THE FOLLOWING NOTESSHALL SUPERCEDE ANY CONTRARY REQUIREMENTS IN THE PROJECT MANUAL.1.ENSURE EROSION CONTROL PLAN INCLUDES SEDIMENT CONTROL AT LIMITS OFCONSTRUCTION OR AREAS ADJACENT TO CONSTRUCTION THAT CAN RECEIVEDISCHARGE FROM AREA OF PROPOSED WORK.2.FINAL STABILIZATION SHALL BE COMPLETE PRIOR TO TERMINATION OFCOVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. FINALSTABILIZATION MEASURES SHALL BE A UNIFORM PERENNIAL VEGETATIVECOVER WITH A DENSITY OF AT LEAST 70 PERCENT OF THE NATIVEBACKGROUND VEGETATIVE COVER FOR ALL UNPAVED AREAS NOT COVERED BYSTRUCTURES.3.AS A CONDITION OF APPROVAL, APPLICANTS CONDUCTING LAND DISTURBINGACTIVITIES WILL COMPLETE THE ONLINE CONSTRUCTION SITE SURVEY. THISSURVEY CAN BE FOUND AT WWW.CITYOFDENTON.COM/WATERSHED , TAB TOSURVEY IS AT TOP RIGHT OF SCREEN.4.SITES HAVING GREATER THAN 1 ACRE OF LAND DISTURBANCE REQUIRES ASTORM WATER POLLUTION PREVENTION PLAN THAT SHALL ADDRESS TO THEREQUIREMENTS OF SECTION 01 57 13. PROVIDE A COPY OF THE STORMWATERPOLLUTION PREVENTION PLAN TO THE WATERSHED PROTECTION DIVISION FORREVIEW, WATERSHED@CITYOFDENTON.COM5.CONSTRUCTION SITE NOTICE MUST BE POSTED AT CONSTRUCTION SITE PRIORTO INITIAL INSPECTION OF STORMWATER CONTROLS.6.PROJECT SITE OPERATOR MUST CONTACT WATERSHED PROTECTION DIVISIONFOR INITIAL INSPECTION PRIOR TO PERMIT ISSUANCE TO ENSURE COMPLIANCEWITH STORMWATER REGULATIONS AND PROPER INSTALLATION OFAPPROPRIATE BMPS.CONTACT: ZACHARY.ROWEN@CITYOFDENTON.COM (940) 349-8203 OR JENNIFER.ROVEZZI@CITYOFDENTON.COM (940) 349-71417.FOR PROJECT AREAS LESS THAN 1 ACRE, THE EROSION CONTROL PLANPREPARATION SHALL BE PAID FOR AS EROSION CONTROL PLAN. FOR PROJECTSGREATER THAN 1 ACRE, EROSION CONTROL PLAN PREPARATION SHALL BE ASUBSIDIARY ITEM TO THE SWPPP BID ITEM.8.REGARDLESS OF THE CONSTRUCTION SITE SIZE, INSTALLATION ANDMAINTENANCE OF EROSION CONTROL MEASURES SHALL BE PAID FOR UNDERTHE SWPPP DEVICE INSTALLATION BID ITEM AND REMOVAL OF EROSIONCONTROL MEASURES SHALL BE PAID FOR UNDER THE SWPPP DEVICE REMOVALBID ITEM.9.IGNORE REFERENCE TO NCTCOG SPECIFICATIONS IN THE EROSION CONTROLSTANDARD DETAILS. SECTION 31 25 14 OF PROJECT MANUAL CONTAINS THESPECIFICATIONS GOVERNING THE DETAILS.
ENGINEERING SERVICESCITYDENTONOFFM 1515 UTILITY RELOCATIONSEROSION CONTROL 2
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AIRPORT DR.WESTERN BLVD.TXDOTTXDOTTXDOTTXDOTTXDOTTXDOTTXDOTRAYZOR INV LTD33077US TRINITY HOLDINGS LLC36671RAYZOR INV LTD33080CITY OF DENTON33493FASTENAL CO526551FASTENAL CO526551STATOSTAENGINEERING SERVICES0+0010+00.00FM 1515 UTILITY RELOCATIONS16" MAIN WATERLINE - WL1CITYDENTONOF SYMBOL LEGENDCURVE TABLECurveRadiusLengthC1200.64'19.93'C2100.00'18.14'C3100.00'49.54'C4135.05'49.31'
AIRPORT DR.TXDOTTXDOTTXDOTTXDOTTXDOTTXDOTRUSH TRUCK CENTERS OF TEXAS LP722337FASTENAL CO526551TETRA PAK MATERIALS LP84826STATOSTAENGINEERING SERVICES10+00.0019+50.00FM 1515 UTILITY RELOCATIONS16" MAIN WATERLINE - WL1CITYDENTONOF SYMBOL LEGEND
AIRPORT DR.CORBIN RD.TXDOTTXDOTTXDOTTXDOTTXDOTTXDOTTARGET CORPORATION339600TETRA PAK MATERIALS LP84826PACCAR INC243029TARGET CORPORATION339600CORBIN RD.STATOSTAENGINEERING SERVICES19+50.0029+50.00FM 1515 UTILITY RELOCATIONS16" MAIN WATERLINE - WL1CITYDENTONOF SYMBOL LEGEND
DAKOTA LN.AIRPORT DR.TXDOTTXDOTTXDOTTXDOTTXDOTTXDOTPACCAR INC495222PACCAR INC243029TARGET CORPORATION339600 DAKOTA LN.STATOSTAENGINEERING SERVICES29+50.0039+50.00FM 1515 UTILITY RELOCATIONS16" MAIN WATERLINE - WL1CITYDENTONOF SYMBOL LEGENDCURVE TABLECurveRadiusLengthC5876.56'508.65'
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ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER DETAILS
SANITARY SEWERENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS
®S E W E RENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILS
ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSWASTEWATER DETAILSCASING PIPEO.D.1'-0"
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ENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR USEIN THIS PROJECT BY THE ENGINEERWHOSE SEAL APPEARS HEREON, ANDWHO CERTIFIES THE CONTENT OF THEDETAILS AND NOTES HEREIN HAVE NOTBEEN ALTERED AND ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THE STANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER/WASTEWATER SHARED DETAILS
CERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FOR USEIN THIS PROJECT BY THE ENGINEERWHOSE SEAL APPEARS HEREON, ANDWHO CERTIFIES THE CONTENT OF THEDETAILS AND NOTES HEREIN HAVE NOTBEEN ALTERED AND ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THE STANDARDS WITHIN THIS SHEET.STANDARD DETAILSWATER/WASTEWATER SHARED DETAILSENGINEERING SERVICES
AAA-AENGINEERING SERVICESCERTIFICATION:THIS CITY OF DENTON STANDARDDETAIL SHEET IS AUTHORIZED FORUSE IN THIS PROJECT BY THEENGINEER WHOSE SEAL APPEARSHEREON, AND WHO CERTIFIES THECONTENT OF THE DETAILS AND NOTESHEREIN HAVE NOT BEEN ALTEREDAND ASSUMES RESPONSIBILITY FORAPPROPRIATE USE OF THESTANDARDS WITHIN THIS SHEET.STANDARD DETAILSSTORM DRAINAGE DETAILS