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CSP 7582 - PLANS - Street Bundle 2020 - Sector IICITY of DENTON ENGINEERING SERVICES WATER, SEWER AND STREET IMPROVEMENTS PROJECT # 630441517, 640427541, 350499402. FEBRUARY 2021 SHEET LIST 1 GENERAL NOTES 2-9 PROJECT LAYOUT SHEETS 10-11 TYPICAL STREET CROSS-SECTIONS 12-13 EROSION CONTROL SHEET 14 TCP NARRATIVE 15-22 PAVING PLAN SHEETS 23-25 NORTH TEXAS BOULEVARD STRIPING PLAN 26-32 WATER SHEETS 33-39 SEWER SHEETS 40-59 CITY STANDARD DETAILS * THE DETAILS SHEETS SPECIFICALLY IDENTIFIED ABOVE HAVE BEEN SELECTED BY ME UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. 2020 STREET BUNDLE - SECTOR II STELLA, SOUTH WELCH, CHESTNUT STREETS AND NORTH TEXAS BOULEVARD ENGINEERING SERVICES GENERAL NOTES GENERAL CONSTRUCTION NOTES UTILITY NOTES EROSION CONTROL HAULING EQUIPMENT DETOURS, BARRICADES, WARNING SIGNS, SEQUENCE OF WORK, ETC. NOTES GENERAL SEQUENCE OF WORK SAFETY FINAL CLEAN UP UTILITY NOTE LIST OF COMPANIES: SYMBOL LEGEND WATER AND SANITARY NOTES: 2020 STREET BUNDLE - SECTOR II OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.E A G L E D R .W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.AVE. F AVE. F AVE. G BONNIE BRAE ST. AVE. 'H'AVE. 'H' BONNIE BRAE ST. AVE. G NORTH TEXAS BLVD.STELLA ST.STELLA ST.STELLA ST.ENGINEERING SERVICES PROJECT LAYOUT STREET LAYOUT NORTH TEXAS BLVD & STELLASHEET 15SHEET 16 SHEET 17 SHEET 18SHEET 20SHEET 192020 STREET BUNDLE - SECTOR II OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.AVE. F AVE. F AVE. G BONNIE BRAE ST. AVE. 'H'AVE. 'H' BONNIE BRAE ST. AVE. G NORTH TEXAS BLVD.STELLA ST.STELLA ST.STELLA ST.ENGINEERING SERVICES PROJECT LAYOUT WATER LINE "A", "B","C" & LINE "A", "B" SHEET 26 SHEET 27 SHEET 27 SHEET 28SHEET 30SHEET 29NORTH TEXAS BLVD & STELLA 2020 STREET BUNDLE - SECTOR II AVE. GBONNIE BRAE ST.AVE. 'H'AVE. 'H'BONNIE BRAE ST.AVE. GSTELLA ST.STELLA ST.OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.NORTH TEXAS BLVD. AVE. F AVE. F OAK ST.ENGINEERING SERVICES PROJECT LAYOUT SEWER LAYOUT SHEET 9 (TNP)SHEET 36, 37SHEET 8 (TNP) NORTH TEXAS BLVD & STELLA 2020 STREET BUNDLE - SECTOR II WELCH ST.CHESTNUT ST. CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.WELCH ST.COLLINS ST.WELCH ST.NEFF ST.FANNIN ST.FANNIN ST. COLLINS ST. ENGINEERING SERVICES PROJECT LAYOUT STREET LAYOUT SHEET 21 SHEET 22 CHESTNUT & S.WELCH ST 2020 STREET BUNDLE - SECTOR II WELCH ST.CHESTNUT ST. CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.WELCH ST.COLLINS ST.WELCH ST.NEFF ST.FANNIN ST.FANNIN ST. COLLINS ST. ENGINEERING SERVICES PROJECT LAYOUT WATER LAYOUT SHEET 31 SHEET 32 CHESTNUT & S.WELCH ST 2020 STREET BUNDLE - SECTOR II WELCH ST.CHESTNUT ST. CHESTNUT ST.BERNARD ST.WELCH ST.BERNARD ST.ENGINEERING SERVICES PROJECT LAYOUT SEWER LAYOUT SHEET 38, 39 CHESTNUT 2020 STREET BUNDLE - SECTOR II ENGINEERING SERVICES CONTROL POINTS NORTH TEXAS BLVD & STELLA ST 2020 STREET BUNDLE - SECTOR II ENGINEERING SERVICES CONTROL POINTS SOUTH WELCH & CHESTNUT 2020 STREET BUNDLE - SECTOR II ENGINEERING SERVICES TYPICAL STREET CROSS-SECTION STREET BUNDLE 2020 SECTOR II CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. ENGINEERING SERVICES TYPICAL STREET CROSS-SECTION STREET BUNDLE 2020 SECTOR II CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. ENGINEERING SERVICES SITE DESCRIPTION PROJECT NAME AND LOCATION: STREET BUNDLE 2020 - SECTOR II PROJECT IS LOCATE IN THE WESTERN HALF ON THE CITY OF DENTON IN DENTON COUNTY. CONTACT AND PHONE NO.: JAMES WILDER, P.E. 940-349-8953 MAJOR SOIL DISTRIBUTION ACTIVITIES: EXCAVATION, DEMOLITION, TRENCHING TOTAL PROJECT AREA (ACRES): 6.83 Acres POST-CONSTRUCTION CHANGE IN RUNOFF POTENTIAL: NONE EXISTING CONDITION OF SOIL, VEGETATIVE COVER: WELL ESTABLISHED SOILS; APPROXIMATELY 10% VEGETATIVE COVER IN PARKWAYS BEHIND CURB DESCRIPTION OF WATER DISCHARGE NOT ASSOCIATED WITH CONSTRUCTION: NONE NAME OF RECEIVING WATERS: PECAN CREEK, HICKORY CREEK IDENTIFY STORM WATER DISCHARGE POINTS: STORM DRAINS WITHIN THE PECAN CREEK AND HICKORY CREEK DRAINAGE BASINS A DESCRIPTION AND TIME FRAME FOR THE INSTALLATION OF STABILIZATION PRACTICES IN CONJUNCTION WITH CONSTRICTION: BMPs WILL BE INSTALLED PRIOR TO CONSTRUCTION EROSION CONTROL SOIL 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 CEASED TEMPORARILY OR PERMANENTLY, SHALL BE STABILIZED WITHIN 14 DAYS UNLESS ACTIVITIES ARE SCHEDULED WITHIN 21. STRhCThRAL PRACTICES͗ X SILT FENCES HAY BALES X GRAVEL FILTRATION BAGS 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). TIMBER MATTING AT CONSTRUCTION EXITS (STABILIZED ENTRANCE) CHANNEL LINERS. SEDIMENT TRAPS SEDIMENT BASINS X STORM INLET SEDIMENT TRAP STONE OUTLET SEDIMENT X CURBS AND GUTTERS X STORM SEWERS VELOCITY CONTROL STRUCTURES GEOTEXTILES. OTHERS: SEQUENCE OF STORMWATER MANAGEMENT AND CONSTRUCTION ACTIVITIES: BMP INSTALLATION, DEMOLITION, UTILITY WORK, PAVING, BMP REMOVAL MAINTENANCE PROCEDURES FOR CONTROL MEASURES USED: BMP INSPECTIONS WILL BE PERFORMED WEEKLY AND WITHIN 24 HOURS OF THE END OF A 0.5 INCH OR GREATER STORM EVENT STORM WATER MANAGEMENT: STORM WATER WILL BE CONVEYED BY CURB AND GUTTER TO THE NEAREST INLET OR DISCHARGE LOCATION PERMANENT EROSION CONTROL MEASURES: SODDING, SEEDING OR EROSION CONTROL BLANKETS PERMANENT STORM WATER MANAGEMENT MEASURES: CURB & GUTTER, STORM INLETS, STORM DRAINS OT,ER EROSION AND SEDIMENTATION CONTROL MAINTENANCE: ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. IF REPAIR 1S NECESSARY, IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAVY EQUIPMENT. THE AREAS ADJACENT TO CREEKS AND DRAINAGEWAYS SHALL HAVE PRIORITY, FOLLOWED BY DEVICES PROTECTION STORM SEWER INLETS. INSPECTION: AN INSPECTION WILL BE PERFORMED BY THE CONTRACTOR EVERY 14 DAYS AS WELL AS AFTER EVERY ½“ OR MORE OF RAIL (RECORDED ON A NON FREEZING RAIN GAUGE TO BE LOCATED AT THE PROJECT SITE). AN INSPECTION AND MAINTENANCE REPORT WILL BE MADE PER INSPECTION BASED ON THE INSPECTION RESULTS, THE CONTROLS SHALL BE CORRECTED BEFORE THE NEXT SCHEDULED INSPECTION. WASTE MATERIALS: ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL STATE AND LOCAL CITY SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION AND THE TRASH WILL BE HAULED TO A LOCAL DUMP. NO CONSTRUCTION MATERIALS WILL BE BURIED ON SITE. HAZARDOUS WASTE (INCLUDING SPILL REPORTING) AT A MINIMUM, ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE CONSIDERED TO BE HAZARDOUS; PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, GASOLINE, MOTOR OIL, CLEANING SOLVENTS, ASPHALT PRODUCTS, CHEMICAL ADDITIVES FOR SOIL STABILIZATION OR CONCRETE CURING COMPOUND AND ADDITIVES. IN THE EVENT OF A SPILL WHICH MAY BE HAZARDOUS AND MEETS REPORTING REQUIREMENTS, THE NATION RESPONSE CENTER SHOULD BE CONTACTED AT 800-424-8802, AND ANY REQUIRED CHANGES MADE TO SWPPP. IN THE EVENT OF A LIFE THREATENING SPILL THE DENTON FIRE DEPARTMENT SHOULD BE NOTIFIED AS WELL AS THE APPROPRIATE CITY INSPECTORS. SANITARY WASTE RESPONSIBILITY OF THE CONTRACTOR OFFSITE EXCAVATION SOURCE LOCATION: NONE OFFSITE FILL SOURCE LOCATION: NONE OFFSITE 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 ENTRANCE OTHERS: CERTIFICATION THAT SITE DISTURBANCES AND/OR DISCHARGES WILL NOT EFFECT LISTED ENDANGERED SPECIES AND THEIR HABITAT. WHAT METHOD IS USED TO SATISFY THE ENDANGERED SPECIES REQUIREMENTS? NOT APPLICABLE EROSION AND SEDIMENTATION CONTROL EROSION CONTROL PLAN THE CONTRACTOR IS RESPONSIBLE FOR CREATING THE EROSION CONTROL PLAN FOR THE PROJECT. THE PLAN SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL AND THE EROSION CONTROL PLAN NARRATIVE SHEETS. THE EROSION CONTROL PLAN SHELL BE REVIEWED AND APPROVED BY THE CITY OF DENTON WATERSHED DEPARTMENT PRIOR TO IMPLEMENTATION. 2020 STREET BUNDLE - SECTOR II PLAN NARRATIVE CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. ENGINEERING SERVICES FIG 3.6 SCHEMATICS OF ORGANIC FILTER TUBE CURB INLET PROTECTION CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. FIG. 3.29 SCHEMATICS OF STABILIZED CONSTRUCTION EXIT FIG. 3.28 SCHEMATICS OF SLIT FENCEFIG. 2.1 SCHEMATICS OF ROCK CHECK DAMS FIG. 3.32 SCHEMATICS OF TRIANGULAR SEDIMENT FILTER DIKE EROSION CONTROL 2020 STREET BUNDLE - SECTOR II ISWM EROSION CONTROL SCHEMATICS TRAFFIC CONTROL PLAN GUIDELINES ENGINEERING SERVICES TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN NARRATIVE 2020 STREET BUNDLE - SECTOR II CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. NORTH TEXAS BLVD.EAGLE DR.801 712 801 801 NORTH T EXA S B LVD . SYMBOL LEGEND ENGINEERING SERVICES STREET RECONSTRUCTION PLAN VIEW STA TO STA0+00.00 7+50.00 NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.W. HIGHLAND ST.2000 502 601601801NORTH TEXAS BLVD. SYMBOL LEGEND ENGINEERING SERVICES STREET RECONSTRUCTION PLAN VIEW STA TO STA7+50.00 17+00.00 NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II 2021222324252627 NORTH TEXAS BLVD.W. PRAIRIE ST.CHESTNUT ST.SYCAMORE ST.217 218 1916 1900 320 1916 1921 408 2101 SYMBOL LEGEND ENGINEERING SERVICES STREET RECONSTRUCTION PLAN VIEW STA TO STA17+00.00 27+00.00 NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II 28 OAK ST.HICKORY ST.NORTH TEXAS BLVD.STELLA ST.2041 2037 2101 2036 106-114 2001 200 221 214 210 202 2930313233343536 SYMBOL LEGEND ENGINEERING SERVICES NORTH TEXAS BLVD STREET RECONSTRUCTION PLAN VIEW STA TO STA27+00.00 35+96.47 2020 STREET BUNDLE - SECTOR II 2415 2525 2521 2519 2507 2505 202 2431 2429 2411 2407 2413 24162418 2413 120 117121 115 113 2311 119BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'AVE. G101 ENGINEERING SERVICES SYMBOL LEGEND STELLA STREET STREET REPLACEMENT 00+00 10+50.00STA TO STA 2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.STELLA ST.AVE. F22172121 2105 202 210 21102114 2118 21202122 2202-2206-22 106-114 2201-2209AVE. GENGINEERING SERVICES SYMBOL LEGEND STELLA STREET STREET REPLACEMENT 10+50.00 19+21.73STA TO STA 2020 STREET BUNDLE - SECTOR II WELCH ST.BERNARD ST.912 332 326 425 424 919 918924 915 925927 10031005 1011 1007 350 1011 1011 CHESTNUT ST. CHESTNUT ST. CHESTNUT STREET ENGINEERING SERVICES STA TO STA00+00 8+80.96 SYMBOL LEGEND STREET RECONSTRUCTION PLAN VIEW 2020 STREET BUNDLE - SECTOR II FANNIN ST.WELCH ST.COLLINS ST.WELCH ST. NEFF ST.FANNIN ST.1017 1023 1003 1000 930 1015 10191023 1027 10021018 1103 1007 1104 STA TO STA ENGINEERING SERVICES S. WELCH 0+00.00 4+61.44 SYMBOL LEGEND STREET RECONSTRUCTION PLAN VIEW 2020 STREET BUNDLE - SECTOR II WELCH ST.EAGLE DR.FANNIN ST.WELCH ST. 1111 EAGLE DR. 903-905WELCH 909-911WELCH 915 WELCH 1003 W. EAGLE 930 S. WELCH WELCH ST.WELCH ST. FLOW FLOWFLOW EX. CURBEX. CURB STA TO STA ENGINEERING SERVICES S. WELCH 0+00.00 4+17.07 STREET RECONSTRUCTION PLAN VIEW 2020 STREET BUNDLE - SECTOR II SYMBOL LEGEND ONLYENGINEERING SERVICES LEGEND NOTE STRIPING PLAN 2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.EAGLE DR.601 801 712 801 801 NOR TH T EXA S B LVD . ENGINEERING SERVICES NORTH TEXAS BLVD STRIPING PLAN STA TO STA0+00.00 11+0.00 2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.1900 320 1916 1921 408 2101 2000 502 601 OAK ST.HICKORY ST.NORTH TEXAS BLVD.NORTH TEXAS BLVD.STELLA ST.SYCAMORE ST.2041 2037 2101 2036 2001 200 221 217 218 214 210 202 1916 1900 HICKORY ST.ONLY R3-5r ENGINEERING SERVICES STRIPING PLAN STA TO STA11+00.00 35+96.00 NORTH TEXAS BLVD2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.W. HIGHLAND ST. 601 601 801 712 801 STA TO STA ENGINEERING SERVICES NORTH TEXAS BLVD 12" WATERLINE REPLACEMENT 00+00 10+03.04LINE "A" SYMBOL LEGEND 2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.W. HIGHLAND ST.W. PRAIRIE ST.CHESTNUT ST.320 1916 1921 408 2101 2000 502 HICKORY ST.STELLA ST.SYCAMORE ST.106-114 2001 200 221 217 218 214 210 202 1916 1900 ENGINEERING SERVICES NORTH TEXAS BLVD 8" WATERLINE REPLACEMENT SYMBOL LEGEND STA TO STA00+00 19+70.40LINE "B" 2020 STREET BUNDLE - SECTOR II OAK ST.HICKORY ST.NORTH TEXAS BLVD. 2041 2101 2036 2037 ENGINEERING SERVICES NORTH TEXAS BLVD 8" WATERLINE REPLACEMENT STA TO STA00+00 3+38.07LINE "C" SYMBOL LEGEND 2020 STREET BUNDLE - SECTOR II 2415BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'2525 2521 2519 2507 2505 202 2431 2429 2411 2407 2413 24162418 2413 120 117121 115 113 AVE. G2311 119 2225 2221 2525 2521 2519 2507 2505 202 2431 2429 2411 2407 2413 24162418 2413 120 117121 115 113 2311 119BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'AVE. G101 SYMBOL LEGEND STELLA STREET 8" WATERLINE REPLACEMENT "A" 00+00 10+32.29STA TO STA ENGINEERING SERVICES 2020 STREET BUNDLE - SECTOR II NORTH TEXAS BLVD.STELLA ST.AVE. F2121 2105 202 210 200 21102114 2118 21202122 2202-2206-22 106-114 2225 2221 2217 2217 2311 2201-2209 2416 2311 AVE. GENGINEERING SERVICES SYMBOL LEGEND STELLA STREET 8" WATERLINE REPLACEMENT "A" 00+00 09+06.51STA TO STA 2020 STREET BUNDLE - SECTOR II WELCH ST.CHESTNUT ST. CHESTNUT ST.BERNARD ST.912 333 332 326 425 424 918924 925927 10031005 1011 403 350 1011 1000-02 912 332 326 425 424 919 918924 915 925927 10031005 1011 1007 350 1011 1011 CHESTNUT ST. CHESTNUT ST. CHESTNUT STREET 8" WATERLINE REPLACEMENT 00+00 09+34.78STA TO STA ENGINEERING SERVICES SYMBOL LEGEND 2020 STREET BUNDLE - SECTOR II FANNIN ST.WELCH ST.COLLINS ST.WELCH ST. NEFF ST.FANNIN ST.1017 1023 1003 1000 930 1015 10191023 1027 10021018 1103 1007 1104 STA TO STA ENGINEERING SERVICES S. WELCH 8" WATERLINE REPLACEMENT 0+00.00 5+25.29 SYMBOL LEGEND 2020 STREET BUNDLE - SECTOR II BONNIE BRAE ST.STELLA ST.STELLA ST.AVE. 'H'200 200 2525 2521 2519 2507 2505 202 2431 2429 241124072311 2225 2221 2217 2413 2416 2418 2413 120 117 119 121 115 113 101AVE. G2415 101 ENGINEERING SERVICES STELLA STREET 8" SEWER REPLACEMENT 00+00 10+14.00STA TO STA 2020 STREET BUNDLE - SECTOR II Bypass < 100 gpm 241522172505202243124292413120AVE. 'H' ENGINEERING SERVICES STELLA STREET 8" SEWER REPLACEMENT 00+00 0+39.63STA TO STA 2020 STREET BUNDLE - SECTOR II Bypass < 50 gpm WELCH ST.CHESTNUT ST. 924 925927 10031005 1011 403 350 1011 1000-02 924 925927 10031005 1011 1007 350 1011 1011 CHESTNUT ST. CHESTNUT STREET SAN SEWER LINE "A" 00+00 04+49.17STA TO STA ENGINEERING SERVICES SYMBOL LEGEND 2020 STREET BUNDLE - SECTOR II Bypass < 50 gpm CHESTNUT ST.BERNARD ST.912 333 332 326 425 424 918924 925927 1003 1000-02 912 332 326 425 424 919 918924 915 925927 1003 CHESTNUT ST. CHESTNUT STREET SAN SEWER LINE "B" ENGINEERING SERVICES STA TO STA00+00 04+24.31 2020 STREET BUNDLE - SECTOR II Bypass < 50 gpm SYMBOL LEGEND ” ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS WATER 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 SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS WATER 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 10' MINIMUM 10' MINIMUM TOP OF BANK MATCH EXIST. CHANNEL SECTION CHANNEL BED (WIDTH IS SITE SPECIFIC) CASING PIPE (S702) 1'-0" MIN. 1'-0" MIN. NOTES: 1. CROSSING RAMPS (10' WIDE) SHALL BE PROVIDED ON BOTH SIDES OF THE CHANNEL FOR A MOVING TRACTOR TO NAVIGATE. 2. A STORM WATER EROSION CONTROL AND POLLUTION PREVENTION PLAN MUST BE DESIGNED AND IMPLEMENTED TO MITIGATE THE IMPACT OF CONSTRUCTION ACTIVITIES ON THE FEATURE BEING CROSSED. 3. PIPE SHOULD BE FULLY RESTRAINED AND PRESSURE RATED AS DETERMINED BY THE ENGINEER. 4. ACCESS TO THE BANKS ON EITHER SIDE OF THE CROSSING MUST BE AVAILABLE AS WELL AS ADEQUATE ROOM FOR ASSEMBLY AND EQUIPMENT. BANK GRADE AND STABILITY MUST BE ADEQUATE. A GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO ASSIST WITH BANK ANALYSIS AND STREAM BED ANALYSIS TO PROVIDE ADDITIONAL DATA AND RECOMMENDATIONS ON THE VIABILITY OF OPEN-CUT VS TRENCHLESS CROSSINGS. 5. PIPE USED FOR LOW WATER CROSSINGS SHALL BE RESTRAINED FOR A MINIMUM OF 20 FT BEYOND TOP OF BANK ON EACH SIDE OF CREEK. 6. CASING PIPE IS REQUIRED WHEN DEPTH OF COVER IS LESS THAN 3 FT. 7. PLACE STONE RIP-RAP A MINIMUM OF 5 FT UPSTREAM & 5 FT DOWNSTREAM FROM CENTERLINE OF PIPE ALONG LOW WATER CROSSING BED. 8. STONES SHALL WEIGH BETWEEN 50 LBS & 150 LBS EACH, AND AT LEAST 60% SHALL WEIGH MORE THAN 100 LBS. 9. REFER TO STEEL CASING DETAIL FOR ADDITIONAL PIPE INFORMATION. 1'-0" MINIMUM (SEE NOTE 8) CLASS "B" CONCRETE NATIVE MATERIAL NATIVE MATERIAL 12" MINIMUM TYPE "A" DRY RIP-RAP(SEE NOTE 10) RESTRAINED JOINT (TYP.) CASING PIPE O.D.1'-0"MIN.1'-0" MIN. 1'-0" MIN. 5' MINIMUM 5' MINIMUM STEEL CASING PIPE CARRIER PIPE CASING SPACER CLASS "B" CONCRETE APRON OPTION CLASS "B" CONCRETE 18" TYPE "A" DRY RIP-RAP APRON OPTION (SEE S701 NOTE 10)18"TYP.#4 BARS @ 18" O.C. EACH WAY CHANNEL BED MATCH EXIST. GRADE NATIVE UNDISTURBED MATERIAL NATIVE UNDISTURBED MATERIAL 3:1 SLOPE MATCH EXIST. GRADE ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS WASTEWATER DETAILS ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS WATER/WASTEWATER SHARED DETAILS ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS WATER/WASTEWATER SHARED DETAILS 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 ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS STORM DRAINAGE DETAILS ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS STORM DRAINAGE DETAILS ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS STORM DRAINAGE DETAILS ENGINEERING SERVICES CURB & GUTTER/JOINT/INTERSECTION/HEADER DETAILS STANDARD DETAILS CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. II II IIII IIIIII IIII II IIII II II II (II (II II IIII IIII 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 DETAILSASPHALT PAVING CROSS SECTION 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 DETAILSCURB & GUTTER AND JOINT 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 DETAILSINTERSECTION/HEADER/DEAD END BARRICADE 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 DETAILSDRIVE APPROACH DETAILS II I V I V I I I A A ENGINEERING SERVICES A-A CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS MEDIAN DETAILS CERTIFICATION: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 DETAILSSIDEWALK DETAILS DIVISION 1000 EROSION & SEDIMENT CONTROL TABLE OF CONTENTS Drawing #Subject Section I: Item # 1010 RESERVED N/A 1020A Silt Fence 201.5. pages 201-1 to 201-11 1020B Silt Fence 201.5. pages 201-1 to 201-11 General Notes 1030A Interceptor Swale 201.6. pages 201-1 to 201-11 1030B Interceptor Swale 201.6. pages 201-1 to 201-11 1040A Diversion Dike 201.7. pages 201-1 to 201-11 1040B Diversion Dike 201.7. pages 201-1 to 201-11 1050A Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11 1050B Triangular Sediment Filter Dike 201.8. pages 201-1 to 201-11 1060A Rock Check Dam 201.9. pages 201-1 to 201-11 1060B Rock Check Dam 201.9. pages 201-1 to 201-11 1070A Stabilized Construction Entrance 201.11. pages 201-1 to 201-11 1070B Stabilized Construction Entrance 201.11. pages 201-1 to 201-11 1080A Sand Bag Check Dam 201.10. pages 201-1 to 201-11 1080B Sand Bag Check Dam 201.10. pages 201-1 to 201-11 1090 Stone Outlet 201.12. pages 201-1 to 201-11 Sediment Trap 1100 Pipe Outlet N/A Sediment Basin 1110 Pipe Slope Drain 201.13. pages 201-1 to 201-11 1120 Inlet Protection 201.14. pages 201-1 to 201-11 Filter Barrier 1130 Inlet Protection-Drop 201.14. pages 201-1 to 201-11 Block and Gravel 1140 Inlet Protection-Curb 201.14. pages 201-1 to 201-11 Block and Gravel 1150 Inlet Protection 201.14. pages 201-1 to 201-11 Excavated Impoundment 1060A Erosion Control Blankets 201.15. pages 201-1 to 201-11 1060B Erosion Control Blankets 201.15. pages 201-1 to 201-11 ENGINEERING SERVICES CERTIFICATION: THIS CITY OF DENTON STANDARD DETAIL SHEET IS AUTHORIZED FOR USE IN THIS PROJECT BY THE ENGINEER WHOSE SEAL APPEARS HEREON, AND WHO CERTIFIES THE CONTENT OF THE DETAILS AND NOTES HEREIN HAVE NOT BEEN ALTERED AND ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THE STANDARDS WITHIN THIS SHEET. STANDARD DETAILS EROSION & SEDIMENTATION CONTROL DETAILS