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7567 DrawingsCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONSCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188CITY OF DENTON SOLID WASTE AND RECYCLING DEPARTMENTMARCH 2021PREPARED FOR:SCS PROJECT # 16220077.00LOCATION MAPDRAWING NO. DRAWING TITLECITY OF DENTONLANDFILL1527 S. MAYHILL RDDENTON, TEXAS 76208GENERALG1 COVER SHEETG2 GENERAL NOTESG3 SITE PLAN/ EXISTING CONDITIONS (TOPOGRAPHY)G4SITE PLAN/EXISTING CONDITIONS (AERIAL)CIVILC1 PROPOSED ROAD AND WATERLINE PLAN/PROFILE (1 OF 4)C2 PROPOSED ROAD AND WATERLINE PLAN/PROFILE (2 OF 4)C3 PROPOSED ROAD AND WATERLINE PLAN/PROFILE (3 OF 4)C4PROPOSED ROAD AND WATERLINE PLAN/PROFILE (4 OF 4)C5WHEEL WASH DEMOLITION PLANC6 ROAD AND WATERLINE DETAILSC7PROPOSED CULVERT DETAILS-CITY OF DENTON STANDARD WATER DETAILSGF(31) - 19 METAL BEAM GUARD FENCE TL - 3 MASH COMPLIANTJS-14CONCRETE PAVING DETAILS JOINT SEALSCRCP (1) - 20 CONTINUOUSLY REINFORCED CONCRETE PAVEMENT - ONE LAYERSTEEL BAR PLACEMENT T - 7 TO 13 INCHESPWCONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2SCP-MD BOX CULVERTS PRECAST MISCELLANEOUS DETAILSSCP-6SINGLE BOX CULVERTS PRECAST 6'-0" SPANSETB-PD SAFETY END TREATMENT FOR BOX CULVERTS(MAXIMUM Hw=7'0") TYPE I - PARALLEL DRAINAGEMECHANICALM1 LFG GAS HEADER PLAN/PROFILE (1 OF 5)M2 LFG GAS HEADER PLAN/PROFILE (2 OF 5)M3 LFG GAS HEADER PLAN/PROFILE (3 OF 5)M4 LFG GAS HEADER PLAN/PROFILE (4 OF 5)M5 LFG GAS HEADER PLAN/PROFILE (5 OF 5)M6 LFG PIPE DETAILSM7 LFG CONDENSATE DETAILS (1 OF 2)M8 LFG CONDENSATE DETAILS (2 OF 2)M9MISCELLANEOUS DETAILSCOVER SHEET G1DRAWING NO. DRAWING TITLE3/23/21 ········PIPE AND VALVE TESTING SCHEDULEEARTHWORK AND AGGREGATE TESTING SCHEDULECONCRETE TESTING SCHEDULEASPHALT TESTING SCHEDULEG2GENERAL NOTESCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION2/23/21 GMP-2RGMP-3RGMP-4ARGMP-5RGMP-7RGMP-8GMP-18GMP-19GMP-20GMP-21GMP-5AGMP-4BRMW-12LDMW-12LSMW-11LMW-10LMW-10UMW-9LMW-9LRMW-2UMW-2LMW-1LMW-7LLFG2LFG3LFG5LFG6LFG7LFG8LFG16LFG17LFG18LFG19LFG20LFG21LFG22LFG23LFG24LFG25LFG26LFG27LFG28LFG29LFG30LFG26LFG3LFG5LFG6LFG7LFG8LFG16LFG17LFG18LFG19LFG20LFG21LFG22LFG23LFG24LFG25LFG26LFG27LFG28LFG29LFG30MW-8LDMW-8LDGMP-7REXISTINGSTORMWATERPONDEXISTING 48'SEWER LINEEASEMENTSCALES(INACTIVE)PROPOSED ROADEXPANSIONTERMINATIONBEGIN ROADPRJOECTEXISTING BLOWER/FLAREFACILITYEXISTINGDOWNCHUTEG3CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION SITE PLAN/EXISTING CONDITIONS (TOPOGRAPHY)SEE DRAWING C4 FOR PROPOSED ROADAND WATERLINE PLAN/PROFILE. SEEDRAWING M4 FOR PROPOSED LFG GASHEADER PLAN/PROFILESEE DRAWING M5 FORPROPOSED LFG GASHEADER PLAN/PROFILESEE DRAWING C3 FOR PROPOSEDROAD AND WATERLINE PLAN/PROFILE.SEE DRAWING M3 FOR PROPOSED LFGGAS HEADER PLAN/PROFILESEE DRAWING C2 FORPROPOSED ROAD ANDWATERLINE PLAN/PROFILE. SEEDRAWING M2 FOR PROPOSEDLFG GAS HEADER PLAN/PROFILESEE DRAWING C1 FOR PROPOSEDROAD AND WATERLINEPLAN/PROFILE. SEE DRAWING M1FOR PROPOSED LFG GAS HEADERPLAN/PROFILE592EXISTINGSCALEHOUSEAND SCALESFACILITY ENTRANCEINACTIVEENERGY PLANTBIODIESELFACILITYWHEEL WASH FACILITY(SEE DRAWING C5 FORDEMOLITION PLAN)(FUTURE)(FUTURE)(FUTURE)575LFG-302/23/21EXISTING SOIL STOCKPILE(TO BE PARTIALLY RELOCATEDBY THE OWNER, SEE NOTE 2) MW-8LDGMP-2RGMP-3RGMP-4ARGMP-5RGMP-7RGMP-8GMP-14GMP-15GMP-16GMP-17GMP-18GMP-19GMP-20GMP-21GMP-5AGMP-4BRMW-12LDMW-12LSMW-11LMW-10LMW-10UMW-9LMW-9LRMW-2UMW-2LMW-1LMW-7LEXISTINGSTORMWATERPONDEXISTING 48'SEWER LINEEASEMENTSCALES(INACTIVE)PROPOSED ROADEXPANSIONTERMINATIONBEGIN ROADPRJOECTEXISTING BLOWER/FLAREFACILITYEXISTINGDOWNCHUTEG4SITE PLAN/EXISTING CONDITIONS (AERIAL)SEE DRAWING C4 FOR PROPOSED ROADAND WATERLINE PLAN/PROFILE. SEEDRAWING M4 FOR PROPOSED LFG GASHEADER PLAN/PROFILESEE DRAWING M5 FOR PROPOSEDLFG GAS HEADER PLAN/PROFILESEE DRAWING C3 FOR PROPOSEDROAD AND WATERLINE PLAN/PROFILE.SEE DRAWING M3 FOR PROPOSED LFGGAS HEADER PLAN/PROFILESEE DRAWING C2 FORPROPOSED ROAD ANDWATERLINE PLAN/PROFILE. SEEDRAWING M2 FOR PROPOSEDLFG GAS HEADER PLAN/PROFILESEE DRAWING C1 FOR PROPOSED ROADAND WATERLINE PLAN/PROFILE. SEEDRAWING M1 FOR PROPOSED LFG GASHEADER PLAN/PROFILEEXISTINGSCALEHOUSEAND SCALESFACILITY ENTRANCEINACTIVEENERGY PLANTBIODIESELFACILITYWHEEL WASH FACILITY(SEE DRAWING C5 FORDEMOLITION PLAN)(FUTURE)(FUTURE)(FUTURE)MW-8LDGMP-7REXISTING SOIL STOCKPILE(TO BE PARTIALLY RELOCATEDBY THE OWNER, SEE NOTE 2)2/23/21CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION 36.0'WHEEL WASHDEMOLITION(REFER TO DRAWING C5)CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONC1PERIMETER ROAD AND WATERLINE PLAN/PROFILE (1 OF 4)590MW-8LDGMP-7RA'A5925755802/23/21 C2CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERS STEARNS, CONRAD AND SCHMIDT CONSULTING ENGINEERS 1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION PERIMETER ROAD AND WATERLINE PLAN/PROFILE (2 OF 4)B'B590MW-8LDGMP-7R5925754/15/21580 C3CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION PERIMETER ROAD AND WATERLINE PLAN/PROFILE (3 OF 4)CC'590MW-8LD5925755802/23/21 C4CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION PERIMETER ROAD AND WATERLINE PLAN/PROFILE (4 OF 4)590MW-8LD5925755802/23/21 LEGENDEXISTING WHEEL WASHFACILITY (TO BEDEMOLISHED, SEE NOTE 2)EXISTING WATER VALVE (TOREMAIN FOR FUTURECONNECTION, SEE NOTE 3)N: 7119298.6E: 2403170.8NOTES:1. AERIAL IMAGE PERFORMED BY BIGGS AND MATHEWS ENVIRONMENTAL INC. ON AUGUST19, 20202. CONTRACTOR TO DEMOLISH EXISTING WHEEL WASH FACILITY AND HAUL EXCAVATEDMATERIAL TO THE WORKING FACE OF THE LANDFILL.3. CONTRACTOR TO TAKE PRECAUTIONS TO ENSURE THAT THE EXISTING WATER VALVE ISPROTECTED FOR FUTURE CONNECTION.4. CONTRACTOR TO TAKE PRECAUTIONS TO PROTECT ALL EXISTING ABOVEGROUND ANDUNDERGROUND UTILITIES, INCLUDING, BUT NOT LIMITED TO, GAS MONITORING PROBEGMP-2R, WATERLINE, BOX CULVERTS, POWER POLE AND TRANSFORMER, ETC. ANYDAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR OR SUBCONTRACTORSHALL BE PAID FOR BY THE CONTRACTOR TO REPAIR.5. CONTRACTOR TO COORDINATE DEMOLISHING OF WHEEL WASH FACILITY WITH OWNERTO MINIMIZE DISRUPTION OF LANDFILL TRAFFIC.WHEEL WASH FACILITY LIMITN: 7119423.8E: 2403173.2EXISTING 5'X10' BOXCULVERT(TO REMAIN, SEE NOTE 4)C5WHEEL WASH DEMOLITION PLAN WHEEL WASHFACILITY LIMITN: 7119421.9E: 2403143.3WHEEL WASHFACILITY LIMITN: 7119352.2E: 2403140.4WHEEL WASHFACILITY LIMITN: 7119297.9E: 2403151.0WHEEL WASHFACILITY LIMITN: 7119298.7E: 2403191.8GMP-2R(TO REMAIN,SEE NOTE 4)EXISTINGWATERLINE (30') TOBE ABANDONEDEXISTINGLANDFILL ROAD(SEE NOTE 5)PERMITTED LIMIT OF WASTE BOUNDARYLIMIT OF SLURRY WALLEXISTING CULVERTEXISTING WATER VALVEEXISTING WATERLINE (TO BE ABANDONED)EXISTING WATERLINE (TO REMAIN)EXISTING WATERLINE (TOREMAIN, SEE NOTE 4)PICTURE 1 - WHEEL WASH FACILITY FRONT VIEW (LOOKING SOUTH)PICTURE 2 - WHEEL WASH FACILITY SIDE VIEW (LOOKING NORTHWEST)PICTURE 2 - WHEEL WASH FACILITY SIDE VIEW (LOOKING SOUTHWEST)PICTURE 2 - WHEEL WASH FACILITY SIDE VIEW (LOOKING SOUTHEAST)WHEEL WASH FACILITY PLAN VIEWWHEEL WASHFACILITY LIMITN: 7119427.4E: 2403165.12/23/21WHEEL WASH DEMOLITION PLANCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188DRAFT REVIEWTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION REINFORCED CONCRETE PAVEMENTASPHALT PAVEMENT TYPICAL ROAD SECTIONWATERLINE TRENCHGATE VALVE WITH STICK-UP AT WATERLINE TERMINATIONTRANSVERSE TIE JOINT DETAIL EXISTING CRCP TO NEW ASPHALT PAVEMENTTRANSVERSE TIE JOINT DETAIL EXISTING CRCP TO NEW CRCPSPEED HUMPCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONC6ROAD AND WATERLINE DETAILS 2/23/21 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 FILE:DATE:6'- 3"6'- 3"6'- 3" MBGF LENGTH OF NEED (L) 31" RAIL ELEMENT FINISHED GRADE 25'- 0" 6'- 3" DIRECTION OF TRAFFIC Standard Division DesignTXDOT ASSUMES NO RESPONSIBILITY FOR THE CONVERSION OF THIS STANDARD TO OTHER FORMATS OR FOR INCORRECT RESULTS OR DAMAGES RESULTING FROM ITS USE.THE USE OF THIS STANDARD IS GOVERNED BY THE "TEXAS ENGINEERING PRACTICE ACT". NO WARRANTY OF ANY KIND IS MADE BY TXDOT FOR ANY PURPOSE WHATSOEVER. DISCLAIMER:GF(31)-19 1 •" (TYP) 12" 1 •" 9" 9" (TYP) 12"(TYP) Š " 7" 25" CULVERT SLAB 9" MIN. FILL DEPTH 18" MIN STEEL POST W6 X 9 OR W6 X 8.5GUARDRAIL HEIGHT. MODIFICATION TO ENSURE PROPER POST(S) MAY REQUIRE FIELD CULVERT SLAB). IS LESS THAN 36" COVER OVER CULVERT SLAB (USE WHEN THERE STEEL POST CONNECTION TO GENERAL NOTES GUARDRAIL BLOCK 4 •"4 •" VARIES LOW FILL CULVERT POST NOTE: CULVERTS OF 25 FT. OR LESS, SEE GF(31)LS STANDARD FOR "LONG SPAN" OPTION. REQUIRED WITH 6'-3" POST SPACINGS. NOTE: GF(31), MID-SPAN RAIL SPLICES ARE MID-SPAN RAIL SPLICE ELEVATION SHOWING A 25'- 0" SECTION OF W-BEAM RAIL. (SEE GENERAL NOTE 2) (TYP) 26'- •" 2"4 "‚4 "‚ 3'-1 •" SLOTTED HOLES AT 6'-3" C-C OR 3'-1 •" C-C ELEVATION 25'- 0"(NOM.) W-BEAM SECTION SEE RAIL SPLICE DETAIL FOR REQUIRED HARDWARE. NOTES: SEE GENERAL NOTE 2 FOR ALLOWABLE RAIL TYPES. 8" 2'-0" TYP VARIES 32"(NOMINAL LENGTH)-6'-0" STEELAND RAIL ELEMENT BETWEEN BOLT HEAD DO NOT USE WASHERTREATED WOOD BLOCK 6"X 8"X 14" BREAK FRONT SLOPE OR WIDENED CROWN. EDGE OF SHOULDER 25" 7" 12"x 12"x ‡" (ASTM A572 GR 50)TOP PLATE OR CORED IN CONCRETE 1" DIA. HOLES FORMED 40" STEEL POST 36" WOOD POST SPLICE & POST BOLT DETAILS. NOTE: SEE GENERAL NOTE 3 FOR EPOXIED THREADED RODS. EXTEND RODS ‚" MIN. BEYOND NUT. ROD DIA. FOLLOW THE MANUFACTURER'S REQUIREMENTS FOR INSTALLING OF HILTI HIT RE 500 WITH THE SAME EMBEDMENT DEPTH AND THREADED IF IT CAN BE DEMONSTRATED THAT THEY MEET OR EXCEED THE STRENGTH REQUIREMENTS OF DMS-6100, "EPOXIES AND ADHESIVES", MAY BE USED ADHESIVE. OTHER TYPE III CLASS C EPOXY ADHESIVES MEETING THE WASHER EACH. EMBED ANCHOR RODS 6" WITH HILTI HIT RE 500 EPOXY ASTM A449 OR A193 GRADE B7 WITH HEAVY HEX NUT, AND ONE HARDENED SLAB IS 9" MIN. THICK. THREADED ANCHOR RODS MUST BE ‡" DIA. EPOXY ANCHOR OPTION: THIS OPTION MAY ONLY BE USED IF THE CULVERT (SEE GENERAL NOTE 3). AND NUT WITH †" WASHER †" BUTTON HEAD POST BOLT POST & BLOCKOUT ƒ" DIA. HOLE SLOTTED HOLES 1" X 1 •" BOLT-THROUGH INSTALLATION. PLATE WITH 1" DIA. HOLES REQUIRED WITH 12" X 12" X ‚"(ASTM A36) STEEL BOTTOM BUTTON HEAD BOLT RAIL SPLICE DETAIL MID-SPAN DIRECTION OF TRAFFIC SPLICE 2"2"4‚"4‚" 12 •" CL BOLTS WITH RECCESSED NUTS. (8) †" X 1 ‚" BUTTON HEAD SPLICE NO BOLT REQUIRED TL-3 MASH COMPLIANT METAL BEAM GUARD FENCE WASHER EACH AND HEAVY HEX NUTS. ‡" DIA (ASTM A449) HEAVY HEX BOLTS WITH TWO HARDENED BOLT-THROUGH OPTION: REQUIRES A 6" MIN. SLAB THICKNESS. NOTE: BOLT LENGTH = SLAB PLUS 2 ‚" MIN. NOTE: TWO INSTALLATION OPTIONS. 1. 2. FBBO4 = 18" FBBO3 = 10" POST & BLOCK LENGTH FBBO2 = 2" FBBO1 = 1 ‚" BOLTS COME WITH A RECCESSED NUT. FOUR TYPES OF BUTTON-HEAD GUARD RAIL NOTE: SLOTTED HOLES (TYP) 2 •" X ƒ" HOLES (TYP) (8) RAIL SPLICE 12 ‚" 6„" 6„" TYPICAL POST PLACEMENT 14" 8"6" M I N DI A WOOD BLOCK TO7 • CL 3" 7" 3" ROUND WOOD POST 6'-0"40"(STEEL) 36" (WOOD)(NOMINAL LENGTH)-5'-8" WOODROUND WOOD POST ONLY8" NOTE: "WOOD" INDICATES DIMENSIONS FOR BOTH ROUND AND RECTANGULAR WOOD POST SYSTEMS.** SEE GF(31)TL2 TR STANDARD FOR LOW-SPEED TL-2 TRANSITIONS. SEE GF(31)TL3 TR STANDARD FOR HIGH-SPEED TL-3 TRANSITIONS. NOTE: TRANSISTIONS TO BRIDGE RAILS OR TRAFFIC BARRIERS. 8"6"14" CL 3" 7" 7" 6" X 8" X 68" TO PREVENT BLOCK ROTATION. NOTE: TOENAIL WITH ONE 16D GALV. NAIL 8"6"1" 14" W6 x 9.0 OR W6 X 8.5 7" CL LENGTH 72"(TYP) ROUTED WOOD BLOCK TO I-BEAM STEEL POST WOOD BLOCK TO RECTANGULAR WOOD POST OF RAIL. FOR GUARDRAIL LOCATED DOWN A 10:1 SLOPE, MEASURE FROM THE NOMINAL TERRAIN. PAVEMENT/SHOULDER SLOPE TO THE BACK OF RAIL, MEASURE FROM THE BOTTOM OF STRAIGHTEDGE TO THE TOP OF THE EDGE OF PAVEMENT OR FOR A PAVEMENT OVERLAY, USE A 10-FOOT STRAIGHTEDGE TO EXTEND THE FROM THE PAVEMENT TO THE TOP OF THE W-BEAM RAIL. WHEN THE GUARDRAIL IS LOCATED UP TO 2 FT. OFF GUARDRAIL HEIGHT MEASUREMENT: WHEN THE GUARDRAIL IS LOCATED ABOVE PAVEMENT, MEASURE THE HEIGHT 14. SEE CONCRETE CLOSURE DETAILS ON BRIDGE STANDARD SCP-MD. CAST-IN-PLACE CONCRETE CLOSURE SHALL ACCOMMODATE THE PLACEMENT OF THE LOW FILL CULVERT OPTION. UNITS, THE USE OF A CAST-IN-PLACE CONCRETE CLOSURE BETWEEN BOXES IS REQUIRED. THE LENGTH OF THE FOR THE LOW FILL CULVERT OPTION, POSTS LOCATED PARTIALLY OR WHOLLY BETWEEN PRECAST BOX CULVERT 13. ON THE MPL MAY FURNISH COMPOSITE MATERIAL BLOCKS. MATERIAL PRODUCER LIST (MPL) FOR PRODUCERS OF MATERIALS CONFORMING TO DMS-7210 ONLY PRODUCERS SUBSTITUTED FOR BLOCKS OF SIMILAR DIMENSIONS. THE CONSTRUCTION DIVISION, TXDOT MAINTAINS A OF DMS-7210,"COMPOSITE MATERIAL POSTS AND BLOCKS FOR METAL BEAM GUARD FENCE" MAY BE 12. UNLESS OTHERWISE SHOWN IN THE PLANS, A COMPOSITE MATERIAL BLOCK THAT MEETS THE REQUIREMENTS THAN 150 FT. RADIUS. 11. SPECIAL FABRICATION WILL BE REQUIRED AT INSTALLATION LOCATIONS HAVING A CURVATURE OF LESS 10. POSTS SHALL NOT BE SET IN CONCRETE, OF ANY DEPTH. CUT TO ENSURE PROPER GUARDRAIL MOUNTING HEIGHT. BACKFILL WITH COARSE AGGREGATE MATERIAL. DEPTH, WHICHEVER MAYBE LESS. ANY EXCESS POST LENGTH, AFTER MEETING THESE DEPTHS, MAY BE FIELD IS ENCOUNTERED BELOW 18", DRILL A 12" DIA. HOLE, 12" INTO THE ROCK OR TO THE STANDARD EMBEDMENT WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 24" DIA. HOLE, 24" INTO THE ROCK. IF SOLID ROCK 9. APPLICATIONS IN SOLID ROCK ARE ONLY ALLOWED WITH STEEL POSTS. IF SOLID ROCK IS ENCOUNTERED INCHES ABOVE THE GUTTER PAN OR EDGE OF SHOULDER. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST BOLT IS LOCATED APPROXIMATELY 25 POSITIONED SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND THE FACE OF THE RAIL. 8. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS SHALL BE AT A RATE OF 25:1 OR FLATTER. 7. IF SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE MAY BE FLARED 6. THE LATERAL APPROACH TO THE GUARD FENCE, SHALL HAVE A MAXIMUM SLOPE OF 1V:10H. 5. CROWN SHALL BE WIDENED TO ACCOMMODATE THE METAL BEAM GUARD FENCE. FITTINGS SHALL BE SUBSIDIARY TO THE BID ITEM. 4. FITTINGS (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH ITEM 445,"GALVANIZING." AND NOT MORE THAN 1" BEYOND IT. TRIM REMAINING BOLT LENGTH TO MEET REQUIRED LENGTH. SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE NUT AND †" WASHER (FWC16a) 3. BUTTON HEAD "POST BOLTS & NUTS" SHALL MEET THE REQUIREMENTS OF (ASTM A307), AND SHALL BE OF TRANSITION SECTIONS OF GUARDRAIL. LENGTH OF RAIL MAY BE MANUFACTURED TO ACCOMMODATE THE DOWNSTREAM ANCHOR TERMINAL (DAT) AND THE (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT 3'-1 •" C-C OR 6'-3" C-C. A SPECIAL MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF 25'- 0", OR 12'- 6" 2. RAIL ELEMENTS SHALL MEET THE REQUIREMENTS OF ITEM 540,"METAL BEAM GUARD FENCE" EXCEPT AS ENGINEER. STEEL POSTS TO BE GALVANIZED IN ACCORDANCE WITH ITEM 445, "GALVANIZING." IN THE PLANS. THE EXACT POSITION OF MBGF SHALL BE SHOWN IN THE PLANS OR AS DIRECTED BY THE 1. THE TYPE OF POST (ROUND WOOD POST, RECTANGULAR WOOD POST, OR STEEL POST) WILL BE AS SHOWN SPLICE BOLT LENGTH VARIES †" RAIL HEIGHT MEASUREMENT) (SEE GENERAL NOTE 14 FOR NOTE: gf3119.dgn DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. CONTC TxDOT: KM VP NOVEMBER 2019 TxDOT CGL/AG Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE: February 2020 TYPES PW-1 AND PW-2 PW GAF CAT TxDOT BOX CULVERTS CONCRETE WINGWALLS WITH PARALLEL WINGS FOR E2 Typ6 D 3" weephole2"4"E.S.3" weephole 8 12 FG VHwSL 1 2"D 4"TypE.S.3'-0" Extend Bars G6'-0"2"(Typ) J3 10 C11 3"(Max)M2 2"5 3'-0" Extend Bars G (Typ) Lw F PARTIAL ELEVATION - PW-1 2" (Typ) 7 8 12" GJ1 M1 Z2'-0"J2 P E1 J1 1'-0"V 8 2'-0"13 G HwJ1 SL 1 Y + 8"ZField bend as needed. BARS V Lw M2 Toe of slopeE2 3"HwJ32"Toe of slopeZ 24"2"+T8" Lw WLtw Culvert skew Lw Y 7 0°9 P E1 M1 T9 U US M2 Lw HWNON-SKEWED BOX CULVERTS DETAILS FOR PLAN SECTION A-A SECTION B-B SKEWED BOX CULVERTS DETAILS FOR PLAN LwLtw UUSPARTIAL ELEVATION - PW-2 2"2"M1 F X V J2 YTDH 2'-0"ZTW 8" E1 P W - 4" 3'-0"3'-0"3'-0"3'-0"D1 3 VU Wingwall D2 D1 D1 FV UJ1 Wingwall D2 V 23"2 D2 5 F Wingwall J1 F Wingwall V 3" 6E2 J3 10 9 8 11 12 13 7 1 6 5 4 D1 J1 U D2 J1 reinf Barrel U J2 F BARS J1 BARS J2 BARS J3 BARS D1 BARS D2 (roadway slope) Finished grade Const joint walls Culvert Reinforcing dimensions are out-to-out of bars. Cover dimensions are clear dimensions, unless noted otherwise. barrel quantities Limits of culvert barrel quantities Limits of culvert A A B B C C C C B B A A reinf Barrel walls Culvert skew Culvert joint Const joint Const 1Z + 20"Z + 20"Hw + Z - 4"Y + 36" = 90° - skew WING DIMENSION FORMULAS: = 90° - skew4 (Showing wing reinforcement.)(Showing wing reinforcement.)(Showing 30° skew.) TxDOT sheet for S, H, T, and U values. See applicable box culvert standard θ = Culvert skew 1 vertical, usual value is 2:1) SL:1 = Channel slope ratio. (horizontal: N = Number of culvert spans Ltw = Culvert toewall length Lw = Length of wingwall Hw = Height of wingwall SECTION C-C - PW-2 SECTION C-C - PW-1Hw + Z - 4" = (2)(Hw)(Lw) - 1.5 SF for Type PW-2 and Hw 4' = (2)(Hw)(Lw) - 6 SF for Type PW-2 and Hw 4' = (2)(Hw)(Lw) for Type PW-1 Total Wingwall Area (two wings ~ SF) Ltw = [(N) (2 U + S) + (N - 1) (0.5')] ÷ cosine (θ) For precast culverts: Ltw = [(N) (S) + (N + 1) (U)] ÷ cosine (θ) For cast-in-place culverts: = (Hw - 0.5') (SL) ÷ cosine (θ) for Type PW-2 and Hw 4' = (Hw - 1') (SL) ÷ cosine (θ) for Type PW-2 and Hw 4' Lw = (Hw) (SL) ÷ cosine (θ) for Type PW-1 Hw = H + T + C (All values are in feet.) SL:1 slope along this line. Length of wings based on MATERIAL NOTES: DESIGNER NOTES: GENERAL NOTES: 3 2 for the Contractor's information only. resulting from the formulas given on this sheet are Quantities for concrete and reinforcing steel wingwall type and additional dimensions and information. See Box Culvert Supplement (BCS) standard sheet for directed by the Engineer. reduced or eliminated when founded on solid rock, when Depth of toewalls for wingwalls and culverts may be Design Specifications. Designed in accordance with AASHTO LRFD Bridge elsewhere in the plans. Provide galvanized reinforing steel if required Provide Grade 60 reinforcing steel. Provide Class C concrete (f'c=3,600 psi). a railing mounted to the wingwall. Type PW-2 can only be used for applications without be used if railing is to be mounted to the wingwall. Type PW-1 can be used for all applications and must Dimensions Variable Reinforcing Hw Height Wingwall Maximum W X Y Z Bars J1 Bars J2 SizeSpa SizeSpa (Lb/Ft) Reinf (CY/Ft) Conc (Lb/Ft) Reinf (CY/Ft) Conc 2'-6"2'-10"10"1'-0"7"#4 1'-0"#4 1'-0"48.64 0.406 6.85 0.071 2'-9"2'-10"10"1'-0"7"#4 1'-0"#4 1'-0"49.31 0.424 6.85 0.071 3'-0"2'-10"10"1'-0"7"#4 1'-0"#4 1'-0"49.98 0.444 6.85 0.071 3'-3"2'-10"10"1'-0"7"#4 1'-0"#4 1'-0"53.32 0.462 6.85 0.071 3'-6"2'-10"10"1'-0"7"#4 1'-0"#4 1'-0"53.98 0.480 6.85 0.071 4'-0"3'-2"1'-2"1'-0"7"#4 1'-0"#4 1'-0"55.77 0.532 6.85 0.071 4'-6"3'-2"1'-2"1'-0"7"#4 1'-0"#4 1'-0"59.77 0.568 6.85 0.071 5'-0"3'-9"1'-7"1'-2"7"#4 1'-0"#4 1'-0"63.45 0.632 6.96 0.075 5'-6"3'-9"1'-7"1'-2"7"#4 1'-0"#4 1'-0"67.46 0.668 6.96 0.075 6'-0"4'-4"2'-0"1'-4"7"#5 1'-0"#5 1'-0"80.67 0.730 7.07 0.078 6'-6"4'-4"2'-0"1'-4"7"#5 1'-0"#5 1'-0"85.05 0.768 7.07 0.078 7'-0"5'-0"2'-3"1'-9"8"#5 1'-0"#5 1'-0"92.15 0.864 8.07 0.093 7'-6"5'-0"2'-3"1'-9"8"#5 1'-0"#5 1'-0"96.54 0.902 8.07 0.093 8'-0"5'-6"2'-8"1'-10"8"#5 6"#5 6"139.04 0.962 8.13 0.095 8'-6"5'-6"2'-8"1'-10"8"#5 6"#5 6"144.47 1.000 8.13 0.095 9'-6"6'-0"2'-10"2'-2"9"#5 6"#5 6"156.93 1.136 8.41 0.110 10'-6"6'-5"3'-0"2'-5"9"#6 6"#5 6"196.27 1.234 8.57 0.117 11'-6"7'-2"3'-6"2'-8"11"#6 6"#6 6"230.13 1.438 9.52 0.140 12'-6"7'-8"3'-9"2'-11"1'-0"#7 6"#6 6"283.41 1.592 9.74 0.157 13'-6"8'-2"4'-0"3'-2"1'-2"#8 6"#6 6"348.72 1.804 10.02 0.186 14'-6"8'-10"4'-5"3'-5"1'-4"#9 6"#6 6"432.94 2.046 10.30 0.218 15'-6"9'-6"4'-10"3'-8"1'-6"#9 6"#7 6"489.52 2.302 11.24 0.253 16'-0"9'-11"5'-0"3'-11"1'-7"#9 6"#7 6"505.72 2.448 11.47 0.279 (2~wings) wing per ft of Quantities Estimated (1~toewall) Toewall per ft of Quantities Estimated (Wings for one structure end) TABLE OF DIMENSIONS AND REINFORCING STEEL Bar Size No.Spa D1 #6 ~1'-0" D2 #6 ~1'-0" E1 #4 ~1'-0" F #4 ~1'-0" G #6 ~8" M1 #4 4 ~ P #4 ~1'-0" V #4 ~1'-0" REINFORCING TOEWALL TABLE OF Bar Size No.Spa J3 #4 ~1'-0" M2 #4 2 ~ E2 #4 ~1'-0" (2~wings) REINFORCING TABLE OF WINGWALL 6" for Hw < 4'. 3'-0" for Hw < 4'. standard sheet is referred to elswhere in the plans. 1'-0" typical. 2'-3" when the Box Culvert Rail Mounting Details (RAC) will be allowed for this work. No changes will be made in quantities and no additional compensation Reduce curb heights, if necessary, to meet the above requirements. finished grade. · For structures with bridge rail, construct curbs flush with than 3" above finished grade. · For structures without bridge rail, construct curbs no more For vehicle safety, the following requirements must be met: bridge rail other than T631 or T631LS. Culvert Rail Mounting Details (RAC) standard sheet for structures with for T631 & T631LS Rails (T631-CM) standard sheet. Refer to the Box T631 or T631LS bridge rail, refer to the Mounting Details to the Extended Curb Details (ECD) standard sheet. For structures with plans. For structures with pedestrian rail or curbs taller than 1'-0, refer 0" Min to 5'-0" Max. Estimated curb heights are shown elsewhere in the two pairs of Bars G per wing. Place Bars G as shown, equally spaced at 8" maximum. Provide at least Lap Bars M1 1'-6" minimum with Bars M2. Extend Bars E2 1'-6" minimum into the wingwall footing. with coarse gravel. Provide weepholes for Hw = 5'-0" and greater. Fill around weepholes weight of Bars D. multiply the tabulated values by Lw. Quantities shown do not include for Type PW-2 wings. To determine estimated quantities for two wings, Quantities shown are for two Type PW-1 wings. Adjust concrete volume For 45° skew ~ 3" For 30° skew ~ 2" For 15° skew ~ 1" " minimum.43At discharge end, chamfer may be Skew = 0° pwstde01-20.dgn 0162 01 097, etc, SH 31 WAC McLENNAN 523 Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:PRECAST MISCELLANEOUS DETAILS SCP-MD BOX CULVERTS February 2020 GAF LMW BWH/TxDOT GAF 54 Skew K (Showing multi-box placement.) PLAN OF SKEWED ENDS 5 5 6 2 7 2 4 6 H 8 Max13"(Spa = 1'-0" Max)Min1'-0"DETAIL "A"2" Typ1'-0"2" TypMin3 9 1'-0" Min extension (Typ) 1'-0" Min extension 14 6" Min 6 6 2'-0" Min 11 5" 3'-0" Min closure 3'-0" Min (Typ)3'-0" Min 9 Bars C 54 12 13 13 11 10 9 11 Inside face WINGWALL CONNECTION 10" O Wingwall H(#4) Reinforcing Steel Concrete closure 4.12 Lb Concrete ANGLE DETAIL 14 4 3 6 5 2 1 12 11 13 8 7 10 9 0.037 CY 8 (Typ)3"usualMax9"4"SECTION A-A 8" wide band 3"1'-0"C ~ Curb height2'-0" Min QUANTITIES PER FOOT OF CURB SECTION B-B 2'-9"8"K SECTION THRU CURB 1 SECTION THRU TOP SLABS LESS THAN 8"2'-0" Mi nthan 8"T ~ LessHL93 LOADING"211 backfill stabilized Cement Box Culvert" End of "Concrete PLACEMENT MULTIPLE UNIT backfill stabilized Cement multi-boxes backfill between Cement stabilized � Box (roadway slope) Finished grade and usual wall culvert Precast as shown.) (Place 4 ~ #4's concrete closure Cast-in-place backfill Cement stabilized B B concrete box Precast as shown.) (Place 4 ~ #4's concrete closure Cast-in-place (roadway slope) Finished grade NOTES) (See GENERAL 3" chamfer slab box top concrete Precast Notes) (See General 3" chamfer reinforcing Outside face reinforcing Inside face of 4" into gap and outside a min reinforcing inside Extend exposed closure place concrete End of cast-in- � Box as shown spaced at 6" max layer of 6 ~ #4's Place additional "211'-2 (Length = 4'-2") (Spa = 1'-0" Max) box concrete Precast closure concrete Cast-in-place A A GENERAL NOTES: MATERIAL NOTES: � Box 9 (Also applies to safety end treatment.) Chamfer the bottom edge of the top slab closure 3 inches at culvert closure ends. notes not shown. Refer to the Single Box Culverts Precast (SCP) standard sheets for details and Designed according to AASHTO LRFD Bridge Design Specifications. subsidiary to the box culvert. Any additional concrete required for the closures will be considered "Excavation and Backfill for Structures." Provide cement stabilized backfill meeting the requirements of Item 400, Provide Class C concrete (f’c = 3,600 psi) for the closures. Provide ASTM A1064 welded wire reinforcement. Provide Grade 60 reinforcing steel. for payment box culvert End of concrete BARS C (#4)BARS K (#4) Joint Joint (Typ) for payment box culvert concrete End of payment box culvert for End of concrete See Detail "A" detail for curb details See Section Thru Curb gap between adjacent boxes. Tunneling Pipe or Box". No payment will be made for any additional material in the boxes to be tunneled or jacked in accordance with Item 476, "Jacking, Boring, or This dimension may be increased with approval of the Engineer to allow the precast Detail "A". with the top slab as the final riding surface, provide wall closure as shown in For multiple unit placement with overlay, with 1 to 2 course surface treatment, or referred to elsewhere in the plans. 1'-0" typical. 2'-3" when the Box Culvert Rail Mounting Details (RAC) standard sheet is subsidiary to the box culvert for payment. Any additional concrete and reinforcing required for the closures will be considered All curb concrete and reinforcing is considered part of the box culvert for payment. for payment. Cement stabilized backfill between boxes is considered part of the box culvert be made in quantities and no additional compensation will be allowed for this work. Reduce curb heights, if necessary, to meet the above requirements. No changes will · For structures with bridge rail, construct curbs flush with finished grade. finished grade. · For structures without bridge rail, construct curbs no more than 3" above For vehicle safety, the following requirements must be met: bands to the exposed reinforcing at each point of contact. of the wall in the gaps of the walls (placed in the outside face only). Tack weld the gaps of the top and bottom slabs. Place a band matching the outside face reinforcing Place bands of reinforcing matching the inside and outside face reinforcing in the Extend precast box reinforcing a minimum of 1'-0" into concrete closure (Typ). and exterior wall. See Section B-B detail when interior walls are cast full length. as necessary. Provide a 3’-0” Min cast-in-place closure in the top slab, bottom slab, For multiple unit placements, adjust the length of the closure for the interior walls faces of the precast box section. otherwise, construct the cast-in-place closure flush with the inside and outside reinforcement spaced at 12 inches Max within the closure. Except where shown size and spacing as in the precast box section. Provide #4 longitudinal or cast boxes short. Provide bands of reinforcing in the closure that are the same Provide a 3’-0” Min cast-in-place concrete closure. Break back boxes in the field Bend or trim, as necessary, any reinforcing that does not fit into closure area. Extend curb, wingwall, or safety end treatment reinforcing into concrete closure. maintain cover. For curbs less than 3" high, Bars K may be omitted. For curbs less than 1'-0" high, tilt Bars K or reduce bar height as necessary to sheet for structures with bridge rail other than T631 or T631LS. standard sheet. Refer to the Box Culvert Rail Mounting Details (RAC) standard bridge rail, refer to the Mounting Details for T631 & T631LS Rails (T631-CM) Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS structures with pedestrian rail, bicycle rail, or curbs taller than 1'-0, refer to the 0" Min to 5'-0" Max. Estimated curb heights are shown elsewhere in the plans. For Reinforcing bars dimensions are out-to-out of bars. Cover dimensions are clear dimensions, unless noted otherwise. scpmdsts-20.dgn"411'- 4 "211 0162 01 097, etc, SH 31 WAC McLENNAN 525 Standard Division Bridge DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE: PRECAST SINGLE BOX CULVERTS 6'-0" SPAN SCP-6 February 2020 TxDOT TxDOT TxDOT 3 H(Typ) 1" reinforcing Longitudinal AS1 HAS4 S 1" M (Typ) FILL HEIGHT 2 FT AND GREATER CORNER OPTION "B"CORNER OPTION "A" 4" Min2"AS5 S 1" Max AS7 (Typ) 1" AS4 noted otherwise) 1" (Typ unless AS2 AS8 AS3 AS1 (Typ) radius 2" Max FILL HEIGHT LESS THAN 2 FT CORNER OPTION "B"CORNER OPTION "A" 6" Min 2" Max (Typ)1"1"" Min (Typ)21 A A TS TSTBTTTS TS A A TS TTTBTS TSradius (Typ) 4d Min 1 TS for TS ≤ 5" for TS ≥ 6" SECTION A-A " Max211 for TS ≤ 5" 4" Min for TS ≥ 6" TxDOT HL93 LOADING slab joint reinforcement.) (Showing top and bottom 5 4 AS3 (bottom) AS2 (top) at groove end. reinforcement circumferential Outer cage 3 AS3 (bottom) AS2 (top) reinforcing plus 2" (Typ) spacing of longitudinal Minimum length is equal to AS4 (side) AS3 (bottom) AS2 (top) 3 radius (Typ) 4d Min radius (Typ) 2" Max 4 reinforcing plus 2". (10" Min) (Typ) Length is equal to spacing of longitudinal reinforcement Longitudinal MATERIAL NOTES: GENERAL NOTES: with Item "Precast Concrete Structural Members (Fabrication)". table. Submit shop plans for alternate designs in accordance or exceeds the box design for the design fill height in the contractor may furnish an alternate design that is equal to In lieu of furnishing the designs shown on this sheet, the standard sheet for details and notes not shown. See Box Culverts Precast Miscellaneous Details (SCP-MD) for information or details not shown. Designs shown conform to ASTM C1577. Refer to ASTM C1577 Provide Class H concrete (f`c = 5,000 psi). reinforcement is used. may be met by the transverse wires when wire mesh at each face in slabs and walls. This minimum requirement Provide 0.03 sq. in./ft. minimum longitudinal reinforcement required area of reinforcement per linear foot of box width. reinforcement per linear foot of box length. AS5 is minimum AS1 thru AS4, AS7 and AS8 are minimum required areas of For box length = 8'-0"1 2 2 1 BOX DATA SECTION DIMENSIONS Fill M Lift S H TT TB TS Height (Min) AS1 AS2 AS3 AS4 AS5 AS7 AS8 Weight (ft.)(ft.)(in.)(in.)(in.)(ft.)(in.)(tons) 6 2 8 7 7 < 2 -0.23 0.27 0.19 0.17 0.19 0.19 0.17 7.2 6 2 7 7 7 2 < 3 43 0.25 0.21 0.17 0.17 ---6.8 6 2 7 7 7 3 - 5 43 0.20 0.17 0.17 0.17 ---6.8 6 2 7 7 7 10 39 0.20 0.17 0.17 0.17 ---6.8 6 2 7 7 7 15 39 0.26 0.20 0.20 0.17 ---6.8 6 2 7 7 7 20 39 0.34 0.26 0.26 0.17 ---6.8 6 2 7 7 7 25 39 0.43 0.32 0.32 0.17 ---6.8 6 2 7 7 7 30 39 0.52 0.38 0.39 0.17 ---6.8 6 3 8 7 7 < 2 -0.20 0.31 0.22 0.17 0.19 0.19 0.17 7.9 6 3 7 7 7 2 < 3 43 0.21 0.24 0.19 0.17 ---7.5 6 3 7 7 7 3 - 5 39 0.17 0.18 0.17 0.17 ---7.5 6 3 7 7 7 10 39 0.17 0.18 0.19 0.17 ---7.5 6 3 7 7 7 15 38 0.22 0.24 0.24 0.17 ---7.5 6 3 7 7 7 20 38 0.28 0.31 0.31 0.17 ---7.5 6 3 7 7 7 25 38 0.35 0.38 0.39 0.17 ---7.5 6 3 7 7 7 30 38 0.42 0.46 0.46 0.17 ---7.5 6 4 8 7 7 < 2 -0.19 0.34 0.25 0.17 0.19 0.19 0.17 8.6 6 4 7 7 7 2 < 3 43 0.19 0.27 0.21 0.17 ---8.2 6 4 7 7 7 3 - 5 39 0.17 0.21 0.19 0.17 ---8.2 6 4 7 7 7 10 39 0.17 0.20 0.21 0.17 ---8.2 6 4 7 7 7 15 38 0.18 0.27 0.27 0.17 ---8.2 6 4 7 7 7 20 38 0.24 0.34 0.35 0.17 ---8.2 6 4 7 7 7 25 38 0.29 0.43 0.42 0.17 ---8.2 6 4 7 7 7 30 38 0.35 0.51 0.52 0.17 ---8.2 6 5 8 7 7 < 2 -0.19 0.37 0.28 0.17 0.19 0.19 0.17 9.3 6 5 7 7 7 2 < 3 43 0.17 0.30 0.24 0.17 ---8.9 6 5 7 7 7 3 - 5 43 0.17 0.23 0.21 0.17 ---8.9 6 5 7 7 7 10 39 0.17 0.22 0.23 0.17 ---8.9 6 5 7 7 7 15 38 0.17 0.28 0.29 0.17 ---8.9 6 5 7 7 7 20 38 0.20 0.37 0.38 0.17 ---8.9 6 5 7 7 7 25 38 0.25 0.45 0.46 0.17 ---8.9 6 5 7 7 7 30 38 0.30 0.54 0.55 0.17 ---8.9 6 6 8 7 7 < 2 -0.19 0.38 0.30 0.17 0.19 0.19 0.17 10 6 6 7 7 7 2 < 3 52 0.17 0.32 0.26 0.17 ---9.6 6 6 7 7 7 3 - 5 52 0.17 0.24 0.22 0.17 ---9.6 6 6 7 7 7 10 43 0.17 0.23 0.24 0.17 ---9.6 6 6 7 7 7 15 39 0.17 0.29 0.31 0.17 ---9.6 6 6 7 7 7 20 39 0.18 0.38 0.39 0.17 ---9.6 6 6 7 7 7 25 38 0.23 0.46 0.48 0.17 ---9.6 6 6 7 7 7 30 38 0.27 0.55 0.57 0.17 ---9.6 REINFORCING (sq. in. / ft.)2 scp06sts-20.dgn Standard Division Bridgeof this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:FILE:DATE:DN:CK:DW:CK:FILE: JOB COUNTY SECT DIST REVISIONS HIGHWAY SHEET NO. C TxDOT CONT SHEET 1 OF 2 SAFETY END TREATMENT SETB-PD FOR BOX CULVERTS (MAXIMUM Hw = 7'-0") TYPE I ~ PARALLEL DRAINAGE February 2020 GAF CAT TYPICAL INSTALLATION ISOMETRIC VIEW OF PLAN VIEWS OF CORNER DETAILS SL Wingwall 1 Slab 1 4 5 1 2 3 U 37"7" U 3 G or F R Wingwall RJ D E J C 2"4"WingwallG or F 7"7"S G F J Atw 7""211 Typ 3 33 1'-3"Max"211 "211 of culvert Top slab of culvert Bottom slab Max CE1'-0""211 BARS J BARS RBARS K 2'-0"2'-0"(Length = 4'-3")Length varies ~1'-2" 1'-2"T (shortest)11""218 "211'-10 U U 5 J Optional 7" full width 312"1 precast culverts Backfill between culvert Precast TYPICAL WINGWALL ELEVATION (Cross pipes not shown for clarity.) C Lw J F E K 3"12"3"3"14"3"R 7"3 C 1'-0" 2"3"12" 2'-0" 1 2'-0" 2 HSL 1 4 DCTTMaxgrade Finished line Flow joint construction Permissible Hw (7'-0" Max)of trafficDirection toewall Anchor pipe (Typ) saddle Bottom line Flow cross pipe First cross pipe Typical TxDOTTxDOT A A (Typ) joint Construction reinforcement culvert Precast Hw + T - 4" (longest)R As shown K 1'- 0" Max J 10" Max G As shown F 1'- 3" Max E 1'- 0" Max C 10" Max Bar Size Spacing D Match F and E #4 #4 #4 #4 #6 #4 #4 #4 EXTERIOR WINGWALL AT TOP OF INTERIOR WINGWALL AT TOP OF OF BOTTOM SLAB AT OUTSIDE (Cast-in-place culvert)(Cast-in-place culvert)(Cast-in-place culvert) AT INTERIOR WINGWALL (Precast culvert) (Typ) SECTION A-A T, and U values. See applicable box culvert standard for H, S, For cast-in-place culverts: For precast culverts: Hw = H + T + C - 0.250' Lw = (Hw - 0.333') (SL) - SL:1 N Lw Atw K Hw C (Showing bolted anchor option.)Bars F ~ Spaced at 1'-3" MaxBars J and C ~ Spaced at 10' Max Atw = (N) (S) + (N + 1) (U) SIZES AND SPACING REINFORCING BAR TABLE OF Atw = (N) (2U + S) + (N - 1) (0.500') (Atw) (1.167') (1.167' - 0.583')] ÷ (27) (Lw) (Atw) (0.583') + = [(Wingwall Area) (0.583') + Total Concrete Volume (CY) = (0.5) (Hw + 0.333') (Lw) (N - 1) Total Wingwall Area (SF) (K2) (Hw) (N + 1) ( Lw) (4.43) (Atw) + = (1.55) (Lw) (Atw) + Total Reinforcing (Lb) = Side slope ratio (horizontal : 1 vertical) = Number of culvert barrels = Length of wingwall (feet) = Anchor toewall length (feet) 6:1 ~ 1.014 ~ 10.30 4:1 ~ 1.031 ~ 8.49 3:1 ~ 1.054 ~ 7.45 Slope SL:1 K1 K2 = Constant value for use in formulas = Height of wingwall (feet) = Height of curb above top of top slab (feet) reinforcing. Pipe runners not shown for clarity.) (Showing typical wingwall and wing slab = (Lw) (K1) - (1.917') Pipe Runner Length (feet) necessary to clear cross pipe.) G (Adjust bar locations as Details (SCP-MD) standard sheet. Connection detail on the Box Culvert Precast Miscellaneous D and R may be omitted. Otherwise, refer to the Wingwall may extend 1'-0" minimum into wingwall. Wingwall bars For culverts with C = 0", the precast culvert reinforcing compensation will be allowed for this work. No changes will be made in quantities and no additional provide a maximum 3" projection above finished grade. For vehicle safety, reduce height, if necessary, to compensation will be allowed. no changes will be made in quantities and no additional If thicknesses greater than the minimum (7") are used, adjacent culvert wall and slab thicknesses (7" Minimum). Wingwall and slab thicknesses may be the same as the Details the Extended Curb Details (ECD) standard sheet. and curbs taller than 1'-0", refer to Extended Curb elsewhere in the plans. For structures without railing 0" Min to 5'-0" Max. Estimated curb heights are shown Provide 6:1 or flatter slope. DIMENSION CALCULATIONS: PIPE RUNNER WING DIMENSION CALCULATIONS: Reinforcing dimensions are out-to-out of bars. Cover dimensions are clear dimensions, unless noted otherwise. MATERIAL NOTES: GENERAL NOTES: end treatments. engineer will be acceptable for precast construction of the safety Alternate design drawings bearing the seal of a professional additional dimensions and information. See the Box Culvert Supplement (BCS) standard sheet for information only. resulting from the formulas given herein are for Contractor's The quantities for concrete, reinforcing steel, and cross pipes March 1981. Roadside Parallel-Drainage Structures", Texas Transportation Institute, yield as recommended by Research Report 280-2F, "Safety Treatment of Cross pipes are designed for a traversing load of 10,000 pounds at openings approximately perpendicular to the cross pipes. installations where out of control vehicles are likely to traverse the The safety end treatments shown herein are intended for use in those Designed according to AASHTO LRFD Bridge Design Specifications. in accordance with Item 445, "Galvanizing." Repair galvanizing damaged during transport or construction unless required elsewhere in the plans, after fabrication. Galvanize all steel components, except the concrete reinforcing, Provide ASTM A307 bolts. or API 5LX52. the requirements of ASTM A53 (Type E or S, Gr B), ASTM A500 Gr B, Provide pipe runners, cross pipes, and anchor pipes meeting Provide Class "C" concrete (f`c = 3,600 psi). ".21of 1 Adjust reinforcing as necessary to provide a minimum clear cover Provide galvanized reinforcing steel if required elsewhere in the plans. Provide Grade 60 reinforcing steel. setbpdse-20.dgn C7CULVERT DETAILSCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERS STEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION4/15/21104/20211 ADDENDUM 4 CHANGES INCLUDE ADDING NORTHEAST CHANNEL AND ECB DETAILS.1 M1LANDFILL GAS HEADER PLAN/PROFILE STA: 0+00 - 10+50592CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION5925902/23/21 LANDFILL GAS HEADER PLAN/PROFILE STA: 11+00 - 15+50 M2CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION5925925902/23/21 LANDFILL GAS HEADER PLAN/PROFILE STA: 15+50 - 28+00 M3CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION5925925902/23/21 CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM4LANDFILL GAS HEADER PLAN/PROFILE STA: 28+00 - 40+50CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION5925925902/23/21 CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM5LANDFILL GAS HEADER PLAN/PROFILE STA: 28+00 - 47+50CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSION5925905922/23/21 FLANGE CONNECTIONBLIND FLANGEHEADER ISOLATION VALVEHEADER ACCESS RISERCMP TABLECMP ROAD CROSSINGCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM6LFG PIPE DETAILS2/23/21 PIPE ABANDONMENT CONDENSATE SUMP SCHEDULEHEADER TRENCHCS-5 AIR AIR CFM 18" Ø CONDENSATE SUMPPERFORATED PIPE CONCRETE COLLARCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM7LFG CONDENSATE DETAILS (1 OF 2)2/23/21 AIR LINE ISOLATION AND BLOWOFF VALVESPUMP DISCHARGE ASSEMBLYAIR SUPPLY LINE VALVESUMP FLANGE CAPAIRAIR CONDENSATE FORCEMAIN CLEANOUTCFMCFM CONDENSATE FORCEMAIN ISOLATION VALVECFM CFM CITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM8LFG CONDENSATE DETAILS (2 OF 2)2/23/21 MONITORING PORTBOLLARDAIR RELEASE VALVEDUAL-CONTAINED PIPE END CAPTIE-IN TO LEACHATE CLEANOUT/COLLECTION RISER - SECTION VIEWINSET TIE-IN TO LEACHATE CLEANOUT/COLLECTION RISER - PLAN VIEWCITY OF DENTON SOLID WASTE AND RECYLING DEPARTMENT 1537 S. MAYHILL ROAD DENTON, TX 76208 SCS ENGINEERSSTEARNS, CONRAD AND SCHMIDTCONSULTING ENGINEERS1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021PH (817) 571-2288 FAX NO. (817) 571-2188ISSUED FOR CONSTRUCTIONTEXAS BOARD OF PROFESSIONAL ENGINEERS REG. NO. F-3407 CITY OF DENTON LANDFILL PERIMETER LFG HEADER, PERIMETER ROAD, AND WATERLINE EXTENSIONM9MISCELLANEOUS DETAILS2/23/21