TRANSPORTATION AND PUBLIC WORKS DEPARTMENT STANDARD DETAILS TITLE SHEET # REVISION DATE

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1 STNDRD DETILS TITLE SHEET # REVISION MINOR RTERIL STREET SECTION C1 UGUST 2015 MJOR RTERIL STREET SECTION C2 UGUST 2015 COLLECTOR STREET SECTION C3 UGUST 2015 LOCL STREET SECTION C4 UGUST 2015 RURL ROD SECTION C5 UGUST 2015 PVEMENT DETIL C6 UGUST 2015 RURL PVEMENT E.T.J. C7 UGUST 2015 REINFORCED CONCRETE PVEMENT TRNSVERSE JOINT SPCING C8 UGUST 2015 REINFORCED CONCRETE PVEMENT JOINTS C9 UGUST 2015 REINFORCED CONCRETE STREET HEDERS C10 UGUST 2015 MEDIN ISLND PVEMENT C11 UGUST 2015 MEDIN ISLND PVEMENT MONOLITHIC CONCRETE NOSE C12 UGUST 2015 LLEY SECTION C13 UGUST 2015 RESIDENTIL CUL DE SC C14 UGUST 2015 CURBED FLUME C15 UGUST 2015 CONCRETE CURB & GUTTER C16 UGUST 2015 VLLEY GUTTER C17 UGUST 2015 ROD CLOSED BRRICDE C18 UGUST 2015 JCK & BORE DETIL C19 UGUST 2015 RESIDENTIL DRIVEWY PPROCH C20 UGUST 2015 COMMERCIL DRIVEWY PPROCH C21 UGUST 2015 PVEMENT MRKINGS C22 UGUST 2015 PVEMENT MRKINGS C23 UGUST 2015 RURL DRIVEWY PPROCH C24 UGUST 2015 RURL DRIVEWY PPROCH RESIDENTIL C25 UGUST 2015 RESIDENTIL DRIVEWY DESIGN C26 UGUST 2015 COMMERCIL DRIVEWY DESIGN C27 UGUST 2015 CONCRETE SIDEWLK WITH PRKWY C28 UGUST 2015 CONCRETE SIDEWLK DJCENT TO CURB C28B UGUST 2015 D RMP TYPE C29 UGUST 2015 D RMP TYPE B C30 UGUST 2015 D RMP TYPE C C31 UGUST 2015 D RMP TYPE D C32 UGUST 2015 D RMP TYPE E C33 UGUST 2015 D RMP TYPE F C34 UGUST 2015 RETINING WLL WITH INTEGRL SIDEWLK C35 UGUST 2015 MONUMENT DETIL C36 UGUST 2015 PVEMENT CORE & UTILITY POTHOLING REPIR C37 PRIL 2018 STORM SEWER DETIL S1 UGUST 2015 SPHLT PVEMENT REPIR DETIL S2.1 UGUST 2015 CONCRETE PVEMENT REPIR DETIL S2.2 UGUST 2015

2 FUTURE ROD TRENCH BCKFILL S3 UGUST 2015 DROP INLET S4 UGUST 2015 CONCRETE PRON HEDWLL S5 UGUST 2015 CONCRETE PRON SLOPING HEDWLL S6 UGUST 2015 SFETY END TRETMENT S7 UGUST 2015 PIPE COLLR DETIL S8 UGUST 2015 STORM DRIN CONNECTION DETIL S9 UGUST 2015 STNDRD CURB INLET S10 UGUST 2015 STNDRD CURB INLET THROT SECTION S11 UGUST 2015 RECESSED CURB INLET S12 UGUST 2015 RECESSED CURB INLET THROT SECTION S13 UGUST 2015 CENTER SUPPORT BEM ND INLET SECTION FOR RECESSED ND STNDRD INLETS S14 UGUST 2015 INLET LID DETIL ND GENERL NOTES S15 PRIL 2018 CURB INLET UNDER PVEMENT S16 UGUST 2015 CURB INLET UNDER PVEMENT S17 UGUST 2015 TEMPORRY EROSION CONTROL EROSION LOGS S18 UGUST 2015 TEMPORRY EROSION CONTROL SILT FENCE S19 UGUST 2015 FULL CHNNEL LINING CONCRETE REINFORCED S20 UGUST 2015 STEP DETIL S21 UGUST 2015 STORM MNHOLE S22 UGUST 2015

3 13' 13' 13' 13' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 11'-6" 26' 14' 26' 11'-6" 66' 90' R.OW. TYPE 'B' - MINOR RTERIL 1 NOT TO SCLE NOTE: SEE PVEMENT DETIL SHEET FOR STREET CONSTRUCTION SPECIFICTIONS 12' 12' 12' 12' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 13'-6" 24' 14' 24' 13'-6" 62' 90' R.O.W. TYPE 'B5' - MINOR RTERIL COMMERCIL 2 NOT TO SCLE MINOR RTERIL STREET SECTION DETILS C1

4 11' 11' 11' 11' 11' 11' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 9'-6" 33' 14' 33' 9'-6" 80' 100' R.OW. TYPE '' - MJOR RTERIL 1 NOT TO SCLE NOTE: SEE PVEMENT DETIL SHEET FOR STREET CONSTRUCTION SPECIFICTIONS 12' 12' 12' 12' 12' 12' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 15'-6" 36' 16' 36' 15'-6" 88' 120' R.OW. TYPE '' - MJOR RTERIL 2 NOT TO SCLE MJOR RTERIL STREET SECTION DETILS C2

5 8' 12' 12' 8' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 9'-6" 20' 20' 9'-6" 40' 60' R.O.W. TYPE 'D' - MINOR COLLECTOR 1 NOT TO SCLE 12' 12' 12' 12' RESIDENTIL 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 15'-6" 24' 24' 15'-6" 48' 80' R.O.W. TYPE 'C' - MJOR COLLECTOR 2 NOT TO SCLE NOTE: SEE PVEMENT DETIL SHEET FOR STREET CONSTRUCTION SPECIFICTIONS COMMERCIL 15' 15' 15' 2% SLOPE TURN LNE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 17' 45' 17' 3 NOT TO SCLE 80' R.O.W. TYPE 'C3' - MJOR COLLECTOR COMMERCIL COLLECTOR STREET SECTION DETILS C3

6 8' 14' 8' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 9'-6" 30' 9'-6" 50' R.O.W. LOCL '' - RESIDENTIL 1 NOT TO SCLE NOTE: SEE PVEMENT DETIL SHEET FOR STREET CONSTRUCTION SPECIFICTIONS 8' 10' 10' 8' 2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE 6" 6" 6'-6" 36' 6'-6" 2 NOT TO SCLE 50' R.O.W. LOCL 'B' - RESIDENTIL LOCL STREET SECTION DETILS C4

7 R/W STREET 60' RIGHT OF WY R/W 16'-6" 27' 16'-6" 2' 13'-6" 13'-6" 2' 3:1 MX 3:1 MX 2% SLOPE 2% SLOPE 3:1 MX 3:1 MX R/W 6" CONCRETE PVEMENT REFER TO PVING DETIL SHEET. IF OUTSIDE CITY LIMITS, REFER TO ETJ PVING DETILS SHEET. STREET SEE NOTES 6" STBILIZED SUBGRDE REFER TO PVING DETIL SHEET LOCL RURL SECTION 1 NOT TO SCLE 80' RIGHT OF WY R/W 22' 36' 22' 2' 18' 18' 2' 3:1 MX 3:1 MX 2% SLOPE 2% SLOPE 3:1 MX 3:1 MX 6" CONCRETE PVEMENT REFER TO PVING DETIL SHEET. IF OUTSIDE CITY LIMITS, REFER TO ETJ PVING DETILS SHEET. RODSIDE DRINGE CHNNEL/DITCH 6" STBILIZED SUBGRDE REFER TO PVING DETIL SHEET SEE NOTES COLLECTOR RURL SECTION 2 NOT TO SCLE 1. TYPICL DITCH SECTION - CTUL DRINGE CHNNEL DITCH SHLL BE DESIGNED TO MEET CURRENT CITY STORM WTER DESIGN MNUL REQUIREMENTS. 2. DDITIONL RIGHT-OF-WY ND/OR ESEMENTS MY BE REQUIRED TO CCOMMO DRINGE DITCH DESIGN. 3. DRINGE DITCH SIDE SLOPES SHLL NOT BE STEEPER THN 3:1 WITHOUT SPECIL CONSIDERTION. DITCHES PROPOSED STEEPER THN 3:1 SHLL BE CONSTRUCTED FOR SLOPE STBILITY BSED ON DESIGN ND GEOTECHNICL REPORT PREPRED BY PROFESSIONL ENGINEER LICENSED IN THE STTE OF TEXS. 4. DRINGE DITCHES SHLL BE FULLY STBILIZED WITH LL PROPOSED DESIGN MESURES, INCLUDING VEGETTION, PRIOR TO DEVELOPMENT CCEPTNCE. 5. GRSS-LINED DRINGE DITCHES SHLL HVE MXIMUM DESIGN VELOCITY OF 6.0 FEET PER SECOND (FT/S) ND MINIMUM GRDE SLOPE OF 1.0 PERCENT. 6. DRINGE DITCHES DESIGNED WITH VELOCITIES EXCEEDING 6.0 FT/S SHLL REQUIRE EROSION CONTROL COUNTERMESURES PPROVED BY TPW. MXIMUM VELOCITY LLOWED IS 10 FT/S. 7. DRIVEWY DRINGE CULVERT SIZES, MTERIL, ND PROPOSED END TRETMENTS SHLL BE REFERENCED ON THE DEVELOPMENT DRINGE PLN FOR ECH LOT ND SUBMITTED FOR PPROVL TO TPW. SFETY END TRETMENTS OR CONCRETE HEDWLLS RE REQUIRED BOTH UPSTREM ND DOWNSTREM OF LL DRIVEWY CULVERTS. 8. DRINGE CULVERTS UNDER LL RODWYS SHLL BE CLSS III REINFORCED CONCRETE PIPE (RCP) WITH CONCRETE HEDWLLS UPSTREM ND DOWNSTREM. CONCRETE RIP-RP SHLL BE INSTLLED UPSTREM OF THE DRINGE STRUCTURE. WHERE DEQUTE COVER IS NOT VILBLE OVER PROPOSED RCP, CLSS IV RCP WILL BE REQUIRED FOR TPW PPROVL. 9. LL PPLICBLE TEMPORRY EROSION CONTROLS, TO INCLUDE SILT FENCE ND INLET PROTECTION, SHLL BE IN PLCE S SHOWN IN PPROVED DESIGN DRWINGS BEFORE CONSTRUCTION CN COMMENCE. RURL ROD SECTION RESIDENTIL 1 CRE LOT SUBDIVISION C5

8 R.O.W. 4' SIDEWLK - RESIDENTIL 5' SIDEWLK - COMMERCIL R.O.W. 2% MX 1' 6" CURB SEE C&G DETIL 4" TOP SOIL 2% SLOPE 2% SLOPE 1' 1' REINFORCED CONCRETE MIN. STRENGTH CL "C", 3600 PSI 6" MIN. LOCL 8" MIN. COLLECTOR 8" MIN. RTERIL #4 REBR T 18" O.C.E.W. STBILIZED SUBGRDE 6" MIN. LOCL 8" MIN. COLLECTOR 10" MIN. RTERIL 1. GEOTECHNICL REPORT SHLL BE PROVIDED FOR SUBGRDE DESIGN. THE GEOTECHNICL REPORT SHLL BE RECOMMENDTION ONLY TO DETERMINE IF NY DDITIONL SOIL STBILIZTION IS REQUIRED. REGRDLESS OF THE PVEMENT TYPE TO BE CONSTRUCTED, LL SUBBSE MTERILS SHLL BE MODIFIED BY EITHER LIME STBILIZTION OR CEMENT STBILIZTION PER MINIMUM REQUIREMENTS S SPECIFIED. TPW SHLL MKE THE FINL DETERMINTION REGRDING SUBGRDE PREPRTION IF DIFFERENT SOIL CONDITIONS RE DISCOVERED DURING CONSTRUCTION. 2. LIME STBILIZED SUBGRDE IS REQUIRED WHEN PI 15 T 6% BY WEIGHT (27LBS/SY MIN.) 3. PORTLND CEMENT STBILIZED SUBGRDE IS REQUIRED WHEN PI < 15 T 5% BY WEIGHT (26LBS/SY MIN.) 4. CONCRETE PVEMENT SHLL BE MCHINE PLCED EITHER BY MECHNICL VIBRTORY SCREED OR SLIP FORM PVER UNLESS OTHERWISE PPROVED BY CITY. 5. REINFORCEMENT REBR ON CONCRETE PVEMENTS SHLL BE MERICN MDE. 6. SPHLT PVEMENTS RE NOT LLOWED UNLESS PPROVED BY CITY COUNCIL. 7. PVEMENT IMPROVEMENTS DJCENT TO EXISTING CITY STREETS MY REQUIRE LTERNTE PVING DESIGN S PPROVED BY DIRECTOR OF PUBLIC WORKS. PVEMENT IMPROVEMENTS DJCENT TO CITY STREETS SHLL BE PPROVED BY TPW PRIOR TO CONSTRUCTION. 8. LL CONSTRUCTION SHLL BE IN CCORDNCE WITH THE STNDRD SPECIFICTIONS OF THE CITY OF WETHERFORD ND THE LTEST EDITION OF THE "STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRL TEXS" HEREIN REFERRED TO S "N.C.T.C.O.G." TYPICL PVEMENT SECTION 1 NOT TO SCLE PVEMENT DETIL C6

9 2' 27' 60 FT. R.O.W. 2' 3:1 MX 3:1 MX 2% SLOPE 2% SLOPE 3:1 MX 3:1 MX 2" HMC TYPE "D" 8" FLEX BSE 6" STBILIZED SUBGRDE LOCL - RURL PVEMENT DETIL WITHIN E.T.J. 1 NOT TO SCLE 2' 36' 80 FT. R.O.W. 2' 3:1 MX 3:1 MX 2% SLOPE 2% SLOPE 3:1 MX 3:1 MX 2" HMC TYPE "D" 2" HMC TYPE "B" 8" FLEX BSE 6" STBILIZED SUBGRDE COLLECTOR - RURL PVEMENT DETIL WITHIN E.T.J. 2 NOT TO SCLE SOIL INVESTIGTION FOR SUBGRDE DESIGN SHLL BE CONDUCTED BY GEOTECHNICL ENGINEER TO DETERMINE IF NY SOIL STBILIZTION IS REQUIRED. FOR DETILS ON PLCEMENT OF SPHLT PVEMENT ND BSE COURSE REFER TO DIVISION 300 OF "STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRL TEXS." LTEST EDITION. BSE COURSE SHLL BE COMPCTED TO 95% STNDRD PROCTOR WITH MOISTURE CONTENT WITHIN MINUS 2 TO PLUS 4 PERCENT OPTIMUM REFER TO N.C.T.C.O.G. DEVELOPER SHLL SUBMIT COPIES OF SOIL REPORTS, COMPCTION REPORTS, ND INSPECTION REPORTS TO CITY INSPECTOR FOR REVIEW ND PPROVL THROUGHOUT CONSTRUCTION. LL REPORTS SHLL BE PERFORMED BY N PPROVED LICENSED GEOTECHNICL ENGINEER. LL CONSTRUCTION SHLL BE IN CCORDNCE WITH THE STNDRD SPECIFICTIONS OF THE, ND LTEST EDITION OF THE "STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRL TEXS" HEREIN REFERRED TO S "N.C.T.C.O.G." REFER TO "RURL ROD SECTION" DETIL SHEET FOR DRINGE CHNNEL/DITCH NOTES. RURL PVEMENT DETIL WITHIN EXTR TERRITORIL JURISDICTION (E.T.J.) C7

10 R.O.W. EXPNSION JOINTS (SPCED 600 FT. MXIMUM; LOCTE T STRUCTURES, INTERSECTIONS, P.C.'S, P.T.'S) SWED TRNSVERSE CONTRCTION JOINTS PROVIDE JOINT BOTH WYS SWED CONTRCTION JOINTS STRIGHT CROWN R.O.W. SWED TRNSVERSE CONTRCTION JOINTS R.O.W. SPECIFIED CROWN 1. SWED TRNSVERSE CONTRCTION JOINTS SHLL BE SPCED: 20' IN PVEMENT 8" THICK; 15' IN PVEMENT < 8" THICK. 2. REFER TO TYPICL PVEMENT SECTION FOR LONGITUDINL JOINT SPCING SPCING DIGRM FOR TRNSVERSE JOINTS TRNSVERSE JOINTS 1 NOT TO SCLE REINFORCED CONCRETE PVEMENT TRNSVERSE JOINT SPCING C8

11 T 1/2" SWED GROOVE HOT POURED RUBBER JOINT SELING COMPOUND 1" MIN. T/2 FIRST POUR 1" SECOND POUR #4 BRS ON 18" CTRS. BOTH WYS PER SHEET C6 CONSTRUCTION JOINT LP BRS 30" & TIE #4 BRS ON 18" CTRS. BOTH WYS (SEE NOTE) SWED GROOVE 1/2" WIDE HOT POURED RUBBER JOINT SELING COMPOUND VERTICL SW CUT 1/8" TO 3/16" WIDE HOT POURED RUBBER JOINT SELING COMPOUND T T T/2 1/4 T/2 1/4" KEYED CONSTRUCTION JOINT #4 BRS ON 18" CTRS. BOTH WYS (SEE NOTE) SWED CONTRCTION JOINT (REFER SHEET C8) HOT POURED RUBBER JOINT SELING COMPOUND 1" MIN. 24" #6 SMOOTH DOWEL 16" DOWEL COTING ±3/4" 1 1/4" MIN. CLERNCE T T/2 NOTE: EXPNSION JOINT T CURB SHLL BE HOT POURED JOINT SELED REDWOOD OR SYNTHETIC EXPNSION JOINT FILLER 11" 2" TRNSLUCENT DOWEL SLEEVE (CLOSED END TO FIT DOWEL & BE SECURED) TO BE INSTLLED 2' C-C DOWEL SUPPORT SHLL BE OF METHOD PPROVED BY ENGINEER EXPNSION JOINT (SPCED 600FT MXIMUM; LOCTE T STRUCTURES ND T INTERSECTION P.C.'S & P.T.'S) REINFORCED CONCRETE PVEMENT JOINTS 1 NOT TO SCLE REINFORCED CONCRETE PVEMENT JOINTS C9

12 EXPNSION JOINT FILLER REFER TO SHEET C9 8" 3" FUTURE PVEMENT CONCRETE PVEMENT T 9" 4 1/2" 2" 16" REINFORCEMENT BRS SHLL MTCH SIZE ND MTERIL SPECIFIED IN PVEMENT DESIGN PVEMENT BR STREET HEDER FOR FUTURE PVEMENT EXISTING PVEMENT 12" NEW CONCRETE PVEMENT #4 x 24" DEFOREMED DOWEL T SME SPCING S PVEMENT REINFORCEMENT (T) PVEMENT THICKNESS 3/4" DRILLED HOLES BLOWN CLEN & DOWELS COTED WITH EPOXY RESIN 12" NO FORM 9" PVEMENT BR STREET HEDER T EXISTING PVEMENT REINFORCEMENT BRS SHLL MTCH SIZE ND MTERIL SPECIFIED IN PVEMENT DESIGN REINFORCED CONCRETE PVEMENT REINFORCEMENT BRS SHLL MTCH SIZE ND MTERIL SPECIFIED IN PVEMENT DESIGN T LL WORK BETWEEN HEDERS TO BE DONE BY OTHERS UNLESS OTHERWISE SPECIFIED 2" ROUNDED TO 1/4" RD. SYMMETRICL BOUT CENTERLINE 2' PVEMENT BR 1. PVEMENT BRS TO BE BENT DOWN INTO HEDER. 2. HEDER ND PVEMENT TO BE MONOLITHIC. 9" 5' STREET HEDER T RILROD STREET HEDERS 1 NOT TO SCLE REINFORCED CONCRETE STREET HEDERS C10

13 6" CURB SEE C&G DETIL 68' R. 2'-6" R. "Y" 2'-6" R. 68' R. P.C. X" 10' MIN. SEE NOTE CLSS "C" 4" THICK CONCRETE MEDIN PVEMENT DIMENSIONS OF MEDIN NOSE Y = 14' Y = 15' Y = 16' Y = 17' X = 26.3' X = 27.6' X = 28.8' X = 29.9' CONCRETE NOSE FOR MEDIN ISLND NOTE: MEDIN PVING SHLL EXTEND TO POINT WHERE MEDIN IS 6' WIDE. IF MEDIN IS 6' WIDE. PVING SHLL EXTEND 15' FROM NOSE. FOR MEDINS WIDER THN 6' PVING SHLL EXTEND 10' FROM NOSE. LL DISTNCES RE MINIMUM. 2" SCH. 40 PVC. DOVE GREY ELECTRICL CONDIUT. BURIL DEPTH 3.0' BELOW FINISH GRDE BLOCKOUT MEDIN PVING FOR SIGNL FOUNDTION OR PULL BOX OR LUMINRY (IF LOCTIONS KNOWN ND NOT INSTLLED WITH PVING) 4' MIN. F. TO F. 6' 4" THICK CLSS "C" CONCRETE MEDIN PVEMENT LEFT TURN LNE MEDIN PVMENT LUMINRY FOUNDTION MEDIN ISLND PVEMENT 1 NOT TO SCLE MEDIN ISLND PVEMENT C11

14 10.0' MINIMUM 1.0' VRIES 1' B 1.25' R. B 1' KEYED CONSTRUCTION JOINT MONOLITHIC CONCRETE MEDIN NOSE 1 NOT TO SCLE #3 STIRRUP SPCING CLSS "C" CONCRETE KEYED CONSTRUCTION JOINT 6" (TYP.) CURB HEIGHT 3" T - PVEMENT THICKNESS SECTION B-B 2 NOT TO SCLE #3 REINFORCING REBR KEYED CONSTRUCTION JOINT 3 1 1" R. VRIBLE 3" TO 6" (TYP.) CURB HEIGHT 3" 3 SECTION - NOT TO SCLE 12" T - PVEMENT THICKNESS NOTE: 1. REINFORCEMENT BRS SHLL MTCH SIZE ND MTERIL SPECIFIED IN PVEMENT DESIGN. MEDIN ISLND PVEMENT MONOLITHIC CONCRETE NOSE C12

15 C (TYPICL UNLESS SHOWN ON PLNS) W B 3" INVERT 4% MX 8" 5" NOTES 2 & 3 LLEY SECTION WITHOUT CURB C (TYPICL UNLESS SHOWN ON PLNS) W B 6" 6" 3" INVERT 6" CURB 4% MX 6" CURB SEE C&G DETIL 8" 5" NOTES 2 & 3 LLEY SECTION WITH CURB HORIZONTL CONSTRUCTION JOINT PERMISSIBLE WITH 8" #3 DOWELS 12" C-C ND LONGITUDINL #3 BR IN CURB. 1. PROVIDE SWED TRNSVERSE CONTRCTION JOINTS NOT MORE THN 20' C-C. 2. REINFORCED WITH NO. 3 BRS T 18" C-C BOTH WYS. 3. EXPNSION JOINTS TO BE PLCED T LL INTERSECTIONS ND NOT TO EXCEED 600' BETWEEN JOINTS. 4. CONCRETE SHLL BE 5" THICK CLSS "C", 3600 PSI 5. COMPCTED SUBGRDE TO 95% STNDRD PROCTOR WITH PI < 20. LLEY WIDTH (W) 10' 15' 5' 7.5' B 2'-6" 2'-6" R.O.W. WIDTH (C) 15' 20' LLEY SECTION 1 NOT TO SCLE LLEY SECITON WITH ND WITHOUT CURB C13

16 MINIMUM R.O.W. IN CUL-DE-SC 100' DIMETER MINIMUM FCE OF CURB DIMETER 80' IN CUL-DE-SC (B.C. RDIUS ') PLESE REFER TO CITY OF WETHERFORD SUBDIVISION ORDINNCE SECTION FOR DDITIONL REQUIREMENTS MXIMUM LENGTH 600' RESIDENTIL CUL-DE-SC 1 NOT TO SCLE TYPICL RESIDENTIL CUL-DE-SC C14

17 5' MINIMUM SLOPE PER PLN (4:1 MX) 6" INTEGRL CURB SLOPE PER PLN (4:1 MX) 12" O.C.E.W. 6" 3" 6" 1'-3" 3" * 12" * 3" MINIMUM TO 12" MXIMUM IN PLCE MTERIL COMPCTED TO 95% DENSITY CLSS CONCRETE (RE: TECH. SPEC ) CURBED FLUME 1 NOT TO SCLE 1. IF FLUME IS 7' OR WIDER, INSTLL REMOVBLE STEEL BOLLRDS BURIED TO 4'-0" DEPTH T BOTH STRT ND END OF FLUME T 5' SPCING. CONTCT TPW FOR DDITIONL INFORMTION ND DETILS ON BOLLRDS. 2. SLOPES SHLL BE STBILIZED WITH VEGETTION OR OTHER PPROVED METHODS. CURBED FLUME DETIL C15

18 6" 3" RD. 1 1/2" RD. 3" 6" SLOPE 1/4" PER 1' HMC PVEMENT 6" 4" MIN. 12" 6" 6" 12" 24" NO. 2 FLEX BSE COMPCTED TO 95% OF MXIMUM DENSITY PER STM D698 SEPRTE CURB ND GUTTER 1 NOT TO SCLE 6" 3" RD. 1 1/2" RD. 3" SLOPE 1/4" PER 1' 6" MIN. PVEMENT THICKNESS 12" 12" STBILIZED SUBGRDE PER STREET PVEMENT DETIL INTEGRL CURB ND GUTTER 2 NOT TO SCLE 1. REINFORCEMENT SHLL BE NO. 4 BRS, UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHLL BE CLSS "C", 3600 PSI MINIMUM. LL CURBS RE CONSTRUCTED OF PORTLND CEMENT CONCRETE UNLESS OTHERWISE SHOWN. 3. FOR SEPERTE C&G CONTRCTOR SHLL PLCE EXPNSION JOINTS EVERY 60 FT. ND CONSTRUCT TOOL JOINT SPCING T 10' INTERVLS UNLESS OTHERWISE SPECIFIED BY INSPECTOR. 4. FOR INTEGRL C&G CONTRCTOR SHLL PLCE EXPNSION JOINTS ND TOOL JOINTS PER STREET PVEMENT DETIL OR S SPECIFIED BY INSPECTOR. 5. GRDE SHLL BE MESURED T BCK OF CURB ND TOP OF CURB. CONCRETE CURB ND GUTTER C16

19 FLOW LINE 8' 4' 24" C&G "R" VLLEY GUTTER 1 NOT TO SCLE 8' 4' 1" DROP 6" MIN 12" O.C.E.W. NOTE: LL CONCRETE FOR VLLEY GUTTER SHLL BE CLSS "" REINFORCEMENT STEEL SHLL BE NO.4 ON 12" CENTERS BOTH WYS. SECTION - 2 NOT TO SCLE 6" THICK OR PVEMENT THICKNESS VLLEY GUTTER C17

20 1'-8" 1'-8" 5' 6" 8' MX 4' MIN. HIGH INTENSITY RED/WHITE TPE 1" x 8" BORDS 1'-8" 4" x 4" WOOD OR BREK - WY POST CLSS B CONCRETE ROCK RIPRP S DIRECTED BY TPW BSED ON DRINGE DESIGN TYPICL INSTLLTION 6" 2'-6" 3' 12" MIN. (TYP.) NOTE: 1. LL BRRICDES SHLL BE IN CCORDNCE WITH THE LTEST REVISION OF THE TEXS MNUL ON UNIFORM TRFFIC CONTROL DEVICES (TMUTCD) ND THE STNDRD HIGHWY SIGN DESIGNS FOR TEXS (SHSD). 2. BRRICDE MUST COVER ENTIRE WIDTH OF PVED RODWY OR FIRELNE SURFCE. 3. LL 1" x 8" ND 4" x 4" WOOD POSTS MUST BE PINTED WHITE. 4. BRRICDES SHLL BE DESIGNED ND CONSTRUCTED TO THE STNDRDS OF THE COMPLINT WORK ZONE TRFFIC CONTROL DEVICE LIST. 5. BRRICDE STRIPING MTERIL SHLL BE RED ND WHITE HIGH INTENSITY REFLECTIVE SHEETING. 6. DIGONL STRIPING SHLL BE PLCED IN MNNER THT DIRECTS TRFFIC IN THE PPROPRITE DIRECTION OF TRVEL. 7. PROPOSED BRRICDE STRIPING SHLL BE PPROVED BY THE CITY PRIOR TO PLCEMENT OF BRRICDE ROD CLOSED BRRICDE 1 NOT TO SCLE ROD CLOSED BRRICDE TYPICL INSTLLTION C18

21 ROD PVEMENT ROD SUBBSE BORE PIT 2' MIN. 3' MIN. COVER BORE HED BORE JCK & BORE DETILS 1 NOT TO SCLE 1. RIGHT-OF-WY EXCVTION PERMIT IS REQUIRED WHEN JCKING OR BORING WITHIN CITY RIGHT-OF-WY. PERMIT PPLICTION VILBLE THROUGH TPW DEPRTMENT. 2. WHEN CONSTRUCTION IS WITHIN TXDOT RIGHT-OF-WY JURISDICTION, TXDOT PERMIT IS REQUIRED. 3. LL CONSTRUCTION METHODS FOR JCKING & BORING SHLL CONFORM TO ITEM THROUGH OF N.C.T.C.O.G. STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION, 4TH EDITION. 4. WHEN CONSTRUCTION CTIVITY IS COMPLETED, THE CONTRCTOR SHOULD BCKFILL LL BORE PITS TO 90% OF MXIMUM DENSITY ND REPLCE, IF NY, SURFCE VEGETTION TO THE SME OR BETTER CONDITION PRIOR TO CONSTRUCTION. 5. CHECK WITH TPW DEPRTMENT FOR SPECIFIC REQUIREMENTS NOT CONTINED HEREIN. JCK & BORE DETILS C19

22 20' O.C. DIRECTION OF TRVEL 4" YELLOW 12' O.C " YELLOW DIRECTION TRVEL TYPE II-- 4" RISED PVEMENT MRKER OPPOSING TRFFIC GORE DETIL 4" YELLOW 20' O.C. DIRECTION TRVEL 4" WHITE 12' 45 DIRECTION TRVEL TYPE II-C-R 4" RISED PVEMENT MRKER OPPOSING TRFFIC GORE DETIL 4" WHITE 12" WHITE TYPE II-C-R 4" RISED PVEMENT MRKER DIRECTION TRVEL 4" WHITE VRIES 20' O.C. EDGE OF PVEMENT LNE DROP 12" WHITE 1. REFER TO TxDOT PM(4)-03 DETIL "" FOR DIMENSION BETWEEN PVEMENT MRKINGS ND MRKERS. 2. REFER TO N.C.T.C.O.G. SPECIFICTIONS ND TXMUTCD. 3. LL PVEMENT MRKINGS SHLL BE THERMOPLSTIC (TXDOT TYP I). PVEMENT MRKINGS ND DETILS 1 NOT TO SCLE PVEMENT MRKINGS DETIL C20

23 40' 4" YELLOW TYPE II - - 4" RISED PVEMENT MRKER * * RE: TxDOT PM(2)-10 DETIL "B" DOUBLE YELLOW LINE (PVEMENT MRKINGS) 4" O.C. 5' 20' TYPE Y 4" BUTTON TYPE II - - 4" RISED PVEMENT MRKER DOUBLE YELLOW LINE (BUTTONS, RISED PVEMENT MRKINGS) 15' 10' 30' 4" WHITE TYPE II-C-R 4" RISED PVEMENT MRKER (USE TYPE I-C ON UNDIVIDED RODWYS) BROKEN WHITE LNE LINE 2' 2' 4" WHITE OR YELLOW WHITE OR YELLOW EDGE LINE 4" WHITE RDIUS PER PLN LEFT TURN "PUPPY TRCKS" * TYPE II-C-R 4" RISED PVEMENT MRKER WITH RISED CURB MEDINS (USE TYPE I-C OTHERWISE) 10' THROUGH TRFFIC * RE: TxDOT PM(4)-03 DETIL "C" LEFT TURN BY LINE 8" WHITE * TYPE II-C-R 4" RISED PVEMENT MRKER WITH RISED CURB MEDINS (USE TYPE I-C OTHERWISE) 8" WHITE THROUGH TRFFIC 10' * RE: TxDOT PM(4)-03 DETIL "C" RIGHT TURN BY LINE 1. LL STRIPING, RROWS ND WORDS ON PVEMENT SHLL BE THERMOPLSTIC UNLESS NOTED OTHERWISE NOTED IN PLNS. 2. REFER TO N.C.T.C.O.G. SPECIFICTIONS ND TXMUTCD PVEMENT MRKINGS ND DETILS 1 NOT TO SCLE PVEMENT MRKINGS DETIL C21

24 #3 DOWEL BR, 24" LONG ON 24" CENTERS, DOWEL & EPOXY 8" INTO EXISTING CONCRETE. FULL DEPTH SW CUT T EXISTING FLOWLINE REMOVE CURB ONLY EXISTING CONCRETE CURB & GUTTER BCK OF CURB RDIUS 5' MIN. 10' MX DUMMY JOINT EXPNSION JOINT BEND #3 BR LONG RDIUS RESIDENTIL DRIVEWY PPROCHES #3 12" O.C.E.W. R.O.W. LINE VRIBLE THROT 10' MIN. 20' MX 1/2" REDWOOD 18" X 3/8" REBR DOWELS ON 18" CENTERS SECTION - R.O.W. PROPERTY LINE 2% MXIMUM CROSS-SLOPE FOR SIDEWLK CONCRETE DRIVEWY REBR ELEVTION POINT "" = 5" MIN - 9" MX BOVE FLOWLINE OF GUTTER CONCRETE 6" SLB THICKNESS CLSS "" 3,000 PSI WITH 4.5" MX SLUMP. REINFORCEMENT #3 12" O.C.E.W. 2 FT. CURB & GUTTER SECTION FULL DEPTH SPHLT TIE-IN FORM BORD REQUIRED IF SPHLT PVEMENT PVMT. SURFCE SUBGRDE SW CUT LINE (FULL DEPTH) HORIZONTL CURB CUTS LLOWED ONLY ON MINOR RODS IN RESIDENTIL ZONING RE. 1. BOVE GROUND PUBLIC UTILITY STRUCTURES SHLL BE MINIMUM DISTNCE OF 4 FEET FROM THE DRIVEWY PPROCH RDIUS. 2. SEE TBLE 6-4 FOR DRIVEWY SPCING ND DESIGN STNDRDS. 3. DRIVEWY EXCVTION WITHIN R.O.W. SHLL NOT BE LEFT OPEN CUT FOR OVER 72 HOURS. 4. DRIVEWY PPROCH PERMIT IS REQUIRED PRIOR TO NY CONSTRUCTION WITHIN CITY RIGHT OF WY. RESIDENTIL DRIVEWY PPROCH C22

25 #4 DOWEL BR, 24" LONG ON 24" CENTERS, DOWEL & EPOXY 8" INTO EXISTING CONCRETE. FULL DEPTH SW CUT T EXISTING FLOWLINE REMOVE CURB ONLY EXISTING CONCRETE CURB & GUTTER BCK OF CURB DUMMY JOINT EXPNSION JOINT BEND #3 BR LONG RDIUS RDIUS 10' MIN. 30' MX COMMERCIL DRIVEWY PPROCHES #4 BRS ON 12" O.C.E.W. R.O.W. LINE VRIBLE THROT 20' MIN. 40' MX SECTION - 2% MXIMUM CROSS-SLOPE FOR SIDEWLK CONCRETE DRIVEWY 1/2" REDWOOD 18" X 3/8" REBR DOWELS ON 18" CENTERS 2 FT. CURB & GUTTER SECTION IF GUTTER IS REMOVED, PLCE FORM BORD FOR CONCRETE PLCEMENT. BCKFILL WITH FULL DEPTH SPHLT. CONTRCTOR RESPONSIBLE FOR SPHLT PVEMENT TIE-IN. PVMT. SURFCE R.O.W. PROPERTY LINE REBR ELEVTION POINT "" = 5" BOVE FLOWLINE OF GUTTER CONCRETE 6" SLB THICKNESS CLSS "" 3,000 PSI WITH 4.5" MX SLUMP. REINFORCEMENT #4 12" O.C.E.W. SUBGRDE SW CUT LINE (FULL DEPTH) 1. BOVE GROUND PUBLIC UTILITY STRUCTURES SHLL BE MINIMUM DISTNCE OF 4 FEET FROM THE DRIVEWY PPROCH RDIUS. 2. SEE TBLE 6-4 FOR DRIVEWY SPCING ND DESIGN STNDRDS. 3. DRIVEWY EXCVTION WITHIN R.O.W. SHLL NOT BE LEFT OPEN CUT FOR OVER 72 HOURS. 4. DRIVEWY PPROCH PERMIT IS REQUIRED PRIOR TO NY CONSTRUCTION WITHIN CITY RIGHT OF WY. COMMERCIL DRIVEWY PPROCH C23

26 R.O.W. LINE 6" CLSS "" CONCRETE MINIMUM 3000 PSI OR 1 1/2" HMC OVER 4" ROD BSE WITH PPROVL B TYPE "" OR 6:1 SFETY END B NOTE: SEE DRIVEWY PPROCH DETILS FOR FLT DRIVEWY W/O CURBS ND STEEL REINFORCEMENT LYOUT STNDRD DRIVEWY PPROCH W/CULVERT 1 NOT TO SCLE STREET CENTERLINE 2% MIN RODWY 6" CONCRETE DRIVEWY SECTION - R.O.W. LINE MINIMUM 18" RCP, CMP OR VLLEY WITH CITY OF WETHERFORD PPROVL MIN 6:1 SLOPE LENGTH OF PIPE REQUIRED DRIVEWY WIDTH COMPCT FILL DRIVEWY DRINGE PIPE (DIMETER 30" OR LESS) DRIVEWY SURFCE CONCRETE ONLY SFETY END SECTION SECTION B-B RURL DRIVEWY PPROCH WITH CULVERT C24

27 10' MIN. 24' MX 1/2" REDWOOD W/18" x 3/8" DOWELS ON 24" CENTERS R.O.W. LINE 5' MIN. 10' MX 45 5' MIN. 10' MX 45 NGLE PIPE LOCTION B #4 12" O.C.E.W. 2' MIN. STREET NOTE: MINIMUM 2 FOOT ER T BOTH ENDS OF DRIVEWY PPROCH REQUIRED. STRIGHT EDGE FORM MUST BE PLCED IN FRONT OF DRIVEWY PPROCH FLUSH WITH EXISTING RODWY PVEMENT STNDRD DRIVEWY PPROCH W/CULVERT 1 NOT TO SCLE FOR USE IN RURL RODS WITHIN RESIDENTIL ZONING RES ONLY STREET CENTERLINE 6" CLSS "" CONCRETE 3000 PSI 2% MIN RODWY SECTION - SLOPE 3:1 MIN. R.O.W. LINE MIN. 18" CMP OR RCP PIPE SIZE S PPROVED BY 8' MINIMUM HED WLL DRIVEWY WIDTH 10 FT. MIN - 24 FT. MX COMPCT FILL DRIVEWY DRINGE PIPE (DIMETER 30" OR LESS) SECTION B-B DRIVEWY SURFCE CONCRETE ONLY NOTE: PIPE MUST HVE MINIMUM 0.5% SLOPE RURL DRIVEWY PPROCH WITH CULVERT FOR USE IN RURL RODS WITHIN RESIDENTIL ZONING RES ONLY C25

28 DIMENSION MINIMUM MXIMUM B 10' 24' * B 5' R 10' R C 50' --- D 10' --- E F 20' 28' G THE ENTRNCE ND EXIT FROM CIRCULR RESIDENTIL DRIVEWY SHLL BE FROM THE SME STREET. ENTRNCE FROM ONE STREET WITH EXIT TO NOTHER STREET SHLL NOT BE PERMITTED. 2. NO PORTION OF NY DRIVEWY SHLL BE LOCTED WITHIN FOUR (4') FEET OF NY FIRE HYDRNT, ELECTRICL POLE, OR NY BOVE GROUND UTILITY STRUCTURE. 3. DRIVEWYS ONTO THOROUGHFRE ND/OR COLLECTOR STREETS SHLL NOT BE PERMITTED WITHOUT WRITTEN PPROVL OF THE DIRECTOR OF TRNSPORTTION ND OR HIS DESIGNTE. 4. * MXIMUM THROT WIDTH OF 30' SHLL BE LLOWED FOR RESIDENTIL STRUCTURES WITH THREE CR GRGE ONLY. LL OTHERS VRINCE SHLL BE REQUESTED ND PPROVED BY THE DIRECTOR OF PUBLIC WORKS DEPRTMENT. 5. FOR SIDEWLK DIMENSION ND SPECIFICTIONS PLESE REFER TO STNDRD DETIL SHEET. LL SIDEWLKS CROSSING DRIVEWYS SHLL BE SME THICKNESS S DRIVEWY WITH CROSS-SLOPE NOT TO EXCEED 2%. RESTRICTED RE PERPENDICULR PROJECTED PROPERTY LINE CIRCLE DRIVE P.L. R.O.W. 4' SIDEWLK B B C 50' MIN. TO STREET C.L. LOCL STREET P.L. P.L. V..M. ESEMENT B 10' MIN 10' MIN 14' MX 14' MX R.O.W. 4' SIDEWLK 1 FT. D B F B B B D 1 NOT TO SCLE STREET C.L. LOCL STREET RESIDENTIL DRIVEWY DESIGN RESIDENTIL DRIVEWY DESIGN C26

29 DIMENSION MINIMUM MXIMUM 16' (ONE WY) 40' 20' (TWO WY) RESTRICTED RE B 10' R 30' R LOCL 50' C --- COLLECTOR 100' D LOCL 50' COLLECTOR 100' --- E 5' --- F 100' --- G FOR DRIVEWY SPCING ON RTERI STREETS PLESE SEE FIGURE THE LOCTION OF CCESS POINTS FOR COMMERCIL DRIVEWYS SHLL BE T THE SOLE DISCRETION OF THE PUBLIC WORKS DEPRTMENT FTER PROPER CONSIDERTION OF NTICIPTED DRIVEWY VOLUMES ND THEIR FFECT ON TRFFIC SFETY. 3. TRFFIC IMPCT NLYSIS MY BE REQUIRED FOR PROPOSED DEVELOPMENT PROJECTS WHICH SHLL BE IN CCORDNCE WITH SUBDIVISION ORDINNCE. 4. FOR RESIDENTIL DRIVEWY DESIGN PLESE SEE FIGURE 6-4 (). 5. FOR SIDEWLK DIMENSION ND SPECIFICTIONS PLESE REFER TO STNDRD DETIL SHEET. LL SIDEWLKS CROSSING DRIVEWYS SHLL BE SME THICKNESS S DRIVEWY WITH CROSS-SLOPE NOT TO EXCEED 2%. 6. ONE WY DRIVEWYS SHLL HVE PPROPRITE SIGNS ND PVEMENT MRKINGS. P.L. 1 FT. R.O.W. 5' SIDEWLK C B E E STREET C.L. LOCL STREET PERPENDICULR PROJECTED PROPERTY LINE P.L. R.O.W. 5' SIDEWLK V..M. ESEMENT 20' MIN. D 50' MIN. F D 100' MIN 20' MIN. STREET C.L. 1 NOT TO SCLE COLLECTOR STREET COMMERCIL DRIVEWY DESIGN COMMERCIL DRIVEWY DESIGN C27

30 SECTION 1. CROSS SLOPE OF SIDEWLK SHLL BE TWO PERCENT (2%) MX INCLUDING OVER DRIVEWY PPROCH. 2. SIDEWLK SHLL BE 4" THICKNESS, CLSS "" CONCRETE WITH #3 REBR T 18" CENTERS UNLESS OTHERWISE SPECIFIED BY TPW. 3. 1/2" EXPNSION JOINTS SHLL BE SPCED T 40' MXIMUM INTERVLS OR S OTHERWISE SPECIFIED. JOINTS SHLL BE RED WOOD WITH MINIMUM THREE (3) #4 SMOOTH DOWELS T 12" SPCING. 4. LL SIDEWLKS CROSSING DRIVEWYS SHLL BE SME THICKNESS OF DRIVEWY PPROCH. 5. LL SIDEWLK CONSTRUCTION SHLL CONFORM TO THE LTEST.D.. RULES ND GUIDELINES ND TEXS CCESSIBILITY STNDRDS. 6. FOR ITEMS NOT SPECIFIED IN THIS DETIL PLESE REFER TO N.C.T.C.O.G. PUBLIC WORKS CONSTRUCTION STNDRDS. 7. OWNER/CONTRCTOR SHLL OBTIN R.O.W. CONSTRUCTION PERMIT PRIOR TO NY WORK OR CONSTRUCTION. CONTCT TPW T /2016 TPW CONCRETE SIDEWLK WITH PRKWY C28

31 B B SECTION B B 1. CROSS SLOPE OF SIDEWLK SHLL BE TWO PERCENT (2%) MX INCLUDING OVER DRIVEWY PPROCH. 2. SIDEWLK SHLL BE 4" THICKNESS, CLSS "" CONCRETE WITH #3 REBR T 18" CENTERS UNLESS OTHERWISE SPECIFIED BY TPW. 3. 1/2" EXPNSION JOINTS SHLL BE SPCED T 40' MXIMUM INTERVLS OR S OTHERWISE SPECIFIED. JOINTS SHLL BE RED WOOD WITH MINIMUM THREE (3) #4 SMOOTH DOWELS T 12" SPCING. 4. LL SIDEWLKS CROSSING DRIVEWYS SHLL BE SME THICKNESS OF DRIVEWY PPROCH. 5. LL SIDEWLK CONSTRUCTION SHLL CONFORM TO THE LTEST.D.. RULES ND GUIDELINES ND TEXS CCESSIBILITY STNDRDS. 6. FOR ITEMS NOT SPECIFIED IN THIS DETIL PLESE REFER TO N.C.T.C.O.G. PUBLIC WORKS CONSTRUCTION STNDRDS. 7. OWNER/CONTRCTOR SHLL OBTIN R.O.W. CONSTRUCTION PERMIT PRIOR TO NY WORK OR CONSTRUCTION. CONTCT TPW T /2016 TPW CONCRETE SIDEWLK DJCENT TO CURB C28B

32 LNDING TO MTCH SIDEWLK WIDTH R.O.W. 1:50 MX BCK OF CURB VRIES 1 FT. TYP SIDEWLK R.O.W. V..M. ESEMENT 4' RESIDENTIL 5' COMMERCIL BCK OF CURB 1:12 MX CURB TRNSITION 6" TO 0" TYPE "" RMP BRRIER FREE RMP T INTERSECTION TYPICL FOR RESIDENTIL DEVELOPMENTS 1:50 MX 1:12 MX 6' TYP 1:12 MX 1:12 MX CURB RMP DETIL 1 NOT TO SCLE 6' 1:12 MX 4' 6' INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL TYPE "" RMP C29

33 VRIES 1 FT. TYP 1:50 MX SIDEWLK LNDING TO MTCH SIDEWLK WIDTH R.O.W. 4' RESIDENTIL 5' COMMERCIL V..M. ESEMENT 1:50 MX CURB TRNSITION 6" TO 0" TYPE "B" RMP BRRIER FREE RMP WITH SIDEWLK T CURB. 1:12 MX 1:50 MX 1:12 MX 1:12 MX 6' TYP INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES R.O.W. 1:12 MX 6' 1:12 MX 4' 6' 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL 1 NOT TO SCLE CURB RMP DETIL TYPE "B" RMP C30

34 VRIES 1 FT. TYP 4' RESIDENTIL 5' COMMERCIL V..M. ESEMENT CURB MTCH EXISTING TRNSITION TO SIDEWLK R.O.W. SIDEWLK 1:50 MX 1:12 MX LNDING CURB TRNSITION 6" TO 0" R.O.W. BCK OF CURB 1:50 MX INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES TYPE "C" RMP BRRIER FREE RMP WITH SIDEWLK T CURB ONE SIDE 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL 1 NOT TO SCLE CURB RMP DETIL TYPE "C" RMP C31

35 1:50 MX INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES BCK OF CURB 1:12 MX 1:50 MX SIDEWLK 4' RESIDENTIL 5' COMMERCIL R.O.W. 1:12 MX LNDING BCK OF CURB 1:50 MX R.O.W. VRIES 1 FT. TYP. TYPE "D" RMP BRRIER FREE RMP WITH NO V..M. ESMENT CURB HEIGHT VRIES TRNSITION TO SIDEWLK LNDING 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL 1 NOT TO SCLE CURB RMP DETIL TYPE "D" RMP C32

36 1:50 MX INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES BCK OF CURB 1:12 MX SIDEWLK 1:12 MX R.O.W. LNDING VRIES 1 FT. TYP. LNDING CURB HEIGHT VRIES TRNSITION TO SIDEWLK TYPE "E" RMP BRRIER FREE RMP WITH NO V..M. ESEMENT 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. 1 NOT TO SCLE CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL CURB RMP DETIL TYPE "E" RMP C33

37 INSTLL DETECTBLE WRNING SURFCE MINIMUM OF 6" FROM BCK OF CURB. SEE NOTES 1:50 MX 1:12 MX 1:50 MX SIDEWLK R.O.W. LNDING 1:12 MX 1:50 MX R.O.W. LNDING CURB HEIGHT VRIES TRNSITION TO SIDEWLK TYPE "F" RMP BRRIER FREE RMP WITH SIDEWLK T CURB NO V..M. ESMENT 1. DIMENSIONS SHOWN ON STNDRD DETILS RE PPROXIMTE ND WILL VRY ON EXISTING SIDEWLK ND STREET LONGITUDINL ND CROSS SLOPES. DIMENSIONS SHOWN SSUME EXISTING LONGITUDINL ND CROSS SLOPES RE LESS THN 2%. RMP LOCTIONS WITH LONGITUDINL OR CROSS SLOPES EXCEEDING 2% SHOULD BE DDRESSED BY SEPRTE DESIGN DETILS THT COMPLY WITH TEXS CCESSIBILITY STNDRDS ND MTCH CITY OF WETHERFORD STNDRD DETILS IN PPERNCE S MUCH S POSSIBLE. 2. RMPS FOR SIDEWLKS (WITH WIDTHS OTHER THN SHOWN ON THESE DETILS) SHOULD BE DJUSTED TO FIT DIMENSIONS OF THE PPROCH SIDEWLKS CLLED FOR ON PLN SHEETS. 3. FULL LENGTH OF RMP (SLOPE 1:12) NOT TO EXCEED 6' IN LENGTH. 4. THE CONTRCTOR MUST NOTIFY THE CITY PRIOR TO INSTLLTION OF CONCRETE IF THE PPROCH SLOPE OF THE EXISTING SIDEWLK EXCEEDS 1:20 (5%) OR HS CROSSFLL GRETER THN 1:50 (2%) ND NO DESIGN DETILS RE PROVIDED FOR THT SPECIFIC LOCTION. 5. CONTRCTOR TO VERIFY LL SLOPES PRIOR TO POURING CONCRETE. LL SLOPES SHOULD BE IN COMPLINCE WITH PPLICBLE STNDRDS FROM THE TEXS DEPRTMENT OF LICENSING ND REGULTION. 6. LNDING PD SHLL BE MINIMUM OF 48" WIDTH ND MTCH SIDEWLK WIDTH. NO LNDING PD SHLL BE LESS THN THIS DIMENSION UNLESS OTHERWISE DIRECTED BY CITY. CROSS SLOPE SHLL NOT EXCEED 1:50 (2%) T NY DIRECTION. 7. IT SHLL BE THE CONTRCTORS RESPONSIBILITY TO ENSURE SLOPES MEET REQUIREMENTS OF THE TEXS CCESSIBILITY STNDRDS. 8. CONTRCTOR SHLL CONTCT TPW FOR INSPECTION PRIOR TO NY PLCEMENT OF CONCRETE IN R.O.W. 9. CURB SHLL BE CONSTRUCTED T THE BCK OF THE WHEELCHIR RMP WHEN ELEVTION DIFFERENCE EXCEEDS 6". 10. CURB RMPS SHLL BE CONSTRUCTED WITH SME SPECIFICTIONS FOR SIDEWLK CONSTRUCTION UNLESS OTHERWISE NOTED. 11. FOR SIDEWLK DETILS ND SPECIFICTIONS REFER TO SIDEWLK DETIL SHEET. 12. D REPLCEBLE (WET SET) COMPOSITE TCTILE WRNING SURFCE UNIT (RED) VILBLE FROM D SOLUTIONS SHLL BE INSTLLED FOR LL D RMPS. DETECTBLE WRNING SHLL BE 24" LENGTH BY 48" WIDTH TRUNCTED DOMES THT RE TS PPROVED. CONTRCTOR SHLL PROVIDE MINIMUM 4" CONCRETE THICKNESS BENETH THE D REPLCEBLE COMPOSITE TCTILE WRNING SURFCE UNIT. CONVERSIONS 1:12 - PPROXIMTELY 8.3% 1:20 - PPROXIMTELY 5% 1:50 - PPROXIMTELY 1/4" PER 1' OR 2% CURB RMP DETIL 1 NOT TO SCLE CURB RMP DETIL TYPE "F" RMP C34

38 NOTE: 1. PROVIDE VERTICL EXPNSION IN WLL T 25' MX. SPCING. 2. WLL DESIGN SSUMES NO SURCHRGE. SPECIL ENGINEERING NLYSIS IS REQUIRED FOR OTHER CONDITIONS. 7' 1' 8" 2" 3/4" CHMFER 8" H VRIES 4' MX 9" x 12" CONTINUOUS POCKET OF CLEN CORSE 3/8" TO 1 1/2" GRVEL WITH FILTER FBRIC LONG FULL LENGTH OF RETINING WLL 3" P.V.C. WEEP HOLES T 10' (F.L. 2" BOVE SIDEWLK) PERMISSIBLE CONSTRUCTION JOINT WITH 3" x 2" BLOCKOUT FLT 1/4" FT. 1/4" R. 6 1/2" 2" R.O.W BCKFILL WITH SND FTER FORM REMOVL #4 BRS T 12" CNTRS. BOTH WYS (USE #4 BENT BRS WHERE H EXCEEDS 3') *WHEN SPECIFIED ON PLNS 4" SND CUSHION * RETINING WLL WITH INTEGRL SIDEWLK 6" COMPCTED SUBGRDE - 90% MXIMUM DENSITY PER STM D 698. RETINING WLL SECTION 1 NOT TO SCLE RETINING WLL WITH INTEGRL SIDEWLK C35

39 8" 4" MIN. NOTE: MESUREMENT OF GROOVES ON FCE OF DISK MY VRY SLIGHTLY. TOP SURFCE MY BE RCHED. 8" 2" 4" 2" 1 3/4" 1/8" 5/16" 1/8" 1/8" 1/2" 5/16" 1/8" 2" 3" 6" FORMED 1/4" 2" 1/4" CONCRETE FOOTING EXCVTED TO NET LINES 3'-0" MIN. ERTH 1'-6" MIN. IN ROCK (2)#4 BRS 2" BRONZE DISK DISK. DISK VILBLE THROUGH TPW DEPRTMENT. SECTION - 4" 2" 3" CONCRETE FOOTING BRONZE SHNK 1 1/4" 1/8" R 1/2" R 1/4" LETTERING ON THIS SURFCE 1/4" SECTION THRU TOP OF ROW MRKER GENERL 1. LL MTERILS ND CONSTRUCTION SHLL BE IN CCORDNCE WITH TXDOT ITEM 538, "RIGHT OF WY MRKERS." 2. RIGHT-OF-WY MRKER CONCRETE SHLL BE POURED IN PLCE. THE BRONZE DISKS SHLL BE SET TO THE CORRECT LINE ND GRDE, S DIRECTED BY REGISTERED LND SURVEYOR. 3. THE BRONZE DISK IS VILBLE THROUGH TPW DEPRTMENT. PLESE CONTCT FIELD SERVICES DIVISION T EXCVTION OF THE MRKER LOCTIONS SHLL BE MDE OF UNIFORM LINES EXCEPT FOR THE TOP OF 6 INCHES WHICH SHLL BE FORMED WITH REMOVBLE FORMS. THE TOP PRT OF THE MRKER ROUND THE BRONZE DISK SHLL RECEIVE TROWEL FINISH. 4. ONCE THE CONCRETE HS SET, THE SURVEYOR WILL STENCIL THE REQUIRED SURVEY DT ND, WITH CHISEL OR CENTER PUNCH, CUT CROSS MRKER THE EXCT LOCTION OF THE RIGHT-OF-WY LINE OR PROPERTY CORNER IN THE BRONZE DISK. BRONZE SHNK (2)#4 BRS CONCRETE FOOTING 4" 2" CROSS SECTION THRU MRKER TOP VIEW OF ROW MRKER C36 MONUMENT DETIL C36

40

41 PVEMENT SUBBSE 1" CRUSHED ROCK TO SPRING LINE PER N.C.T.C.O.G. ITEM " MIN. TRENCH BCKFILL: IN STREET R.O.W., GRNULR MTERIL PER N.C.T.C.O.G. ITEM COMPCTED TO 95% OF MXIMUM DENSITY PER STM D698. 6" MIN. OUTSIDE OF STREET R.O.W. BCKFILL SHLL BE TYPE "B" BCKFILL PER N.C.T.C.O.G. ITEM COMPCTED TO 90% OF MXIMUM DENSITY PER STM D STORM SEWER DETIL NOT TO SCLE 1. ITEM NUMBERS REFER TO N.C.T.C.O.G. "STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION" 4TH EDITION. 2. LL STORM SEWER PIPE IS CLSS III RCP UNLESS OTHERWISE SPECIFIED ON PLNS. CONCRETE PIPE SPECIFICTIONS SHLL MEET THE REQUIREMENTS SET FORTH IN N.C.T.C.O.G. ITEM THRU PIPE JOINTS SHLL BE SELED WITH COLD-PPLIED PREFORMED GSKET MTERIL, PER ITEM STORM SEWER DETIL S1

42 PERMNENT SPHLT PVEMENT REPIR EXISTING SPHLT PVEMENT SPHLT SECTION MTCH EXISTING PVEMENT DEPTH MINIMUM 2" STRIGHT EDGE VERTICL SWCUT PVEMENT SUBBSE NTURL GROUND 8" MIN - CEMENT TRETED BSE (C.T.B.) CLSS 3 ERTH BCKFILL, FLEX BSE, C.T.B. OR FLOWBLE FILL 12" MX UTILITY CONDUIT COMPCTED UTILITY EMBEDMENT (MTERIL & DIMENSIONS MUST BE PPROVED BY UTILITY OWNER) EXISTING SPHLT PVEMENT TEMPORRY SPHLT PVEMENT REPIR TEMPORRY SPHLT MTCH EXISTING PVEMENT DEPTH MINIMUM 2" PVEMENT SUBBSE NTURL GROUND CLSS 3 ERTH BCKFILL, FLEX BSE, C.T.B. OR FLOWBLE FILL 12" MX 14" FLEX BSE UTILITY CONDUIT COMPCTED UTILITY EMBEDMENT (MTERIL & DIMENSIONS MUST BE PPROVED BY UTILITY OWNER) 07/2016 TPW SPHLT PVEMENT UTILITY TRENCH REPIR S2.1

43 SWCUT TO NEREST JOINT WITHIN 3 FEET EXISTING CONCRETE PVEMENT PERMNENT CONCRETE PVEMENT CONCRETE SECTION MTCH EXISTING PVEMENT DEPTH MINIMUM 6" #4 REBR T 12" O.C.E.W. INSERT #4 X 24" DOWELS T 18" CENTERS 3600 PSI CONCRETE PVEMENT SUBBSE NTURL GROUND CLSS 3 ERTH BCKFILL OR CEMENT TRETED BSE OR FLOWBLE FILL 12" MX 12" CEMENT TRETED BSE UTILITY CONDUIT COMPCTED UTILITY EMBEDMENT (MTERIL & DIMENSIONS MUST BE PPROVED BY UTILITY OWNER) TEMPORRY CONCRETE PVEMENT SWCUT TO NEREST JOINT WITHIN 3 FEET FILL WITH TEMPORRY SPHLT EXISTING CONCRETE PVEMENT PVEMENT SUBBSE NTURL GROUND CLSS 3 ERTH BCKFILL, FLEX BSE, C.T.B. OR FLOWBLE FILL 12" MX 12" CEMENT TRETED BSE UTILITY CONDUIT COMPCTED UTILITY EMBEDMENT (MTERIL & DIMENSIONS MUST BE PPROVED BY UTILITY OWNER) 02/2016 TPW CONCRETE PVEMENT UTILITY TRENCH REPIR S2.2

44 FUTURE PVEMENT SUBBSE EMBEDMENT & PIPE ENVELOPE SHLL BE S SPECIFIED BY UTILITY OWNER. 6" MIN. IN STREET R.O.W. BCKFILL SHLL BE GRNULR MTERIL PER N.C.T.C.O.G. ITEM COMPCTED TO 95% OF MXIMUM DENSITY PER STM D698. 6" MIN. OUTSIDE OF STREET R.O.W. BCKFILL SHLL BE TYPE "B" BCKFILL PER N.C.T.C.O.G. ITEM COMPCTED TO 90% OF MXIMUM DENSITY PER STM D TRENCH BCKFILL DETIL NOT TO SCLE 1. ITEM NUMBERS REFER TO N.C.T.C.O.G. "STNDRD SPECIFICTIONS FOR PUBLIC WORKS CONSTRUCTION" 4TH EDITION. 2. COMPCTION METHOD FOR TRENCH BCKFILL SHLL BE PER N.C.T.C.O.G. ITEM THRU DENSITIES REQUIRED FOR EVERY 200 LINER FEET OF TRENCH PER LIFT ND T CROSSINGS DESIGNTED BY FIELD SERVICES INSPECTOR. TRENCH BCKFILL DETIL S3

45 4' W + 2 T 4' T W T TOOLED EDGES 4 1 6" 6" #5 BENT BRS TOOLED EDGES 4" 4" CONSTRUCTION JOINT T CORNERS 3'-0" #4 BRS 18" C-C 3" FILLET IN OPENING TROWEL FINISH 2 SECTION "-" NOT TO SCLE 10" CONSTRUCTION JOINT T CORNERS #4 T 18" C-C BOTH WYS W + 2 T T W - OPENING T #5 BENT BR (TYP. LL CORNERS) TOOLED EDGES W + 2 T W - OPENING T T C.I. COVER #4 BRS T 6" C-C ECH WY 1 PLN OF TOP SLB NOT TO SCLE * PIPE TO FIT THROUGH INLET WLL TRIM PIPE WITH MSONRY SW S NEEDED FOR CORRECT NGLE OR LENGTH. INLET SIZE T W 2' SQURE 4' SQURE 5' SQURE 6' SQURE DROP INLET DEEPER THN 3' * (OUTSIDE TOP TO FLOWLINE) SHLL BE MINIMUM 4' SQURE. 7" 7" 8" 9" 2'-0" 4'-0" 5'-0" 6'-0" 1. MTERIL ND WORKMNSHIP SHLL CONFORM WITH THE REQUIREMENTS OF N.C.T.C.O.G. STNDRD SPECIFICTIONS FOR STNDRD CONCRETE MNHOLES. MINIMUM CLSS "" CONCRETE. 2. LYERS OF REINFORCING STEEL NEREST THE INTERIOR ND EXTERIOR SURFCES SHLL HVE COVER OF 2" TO THE CENTER OF BRS. UNLESS OTHERWISE NOTED. 3. FOR DETILS OF REINFORCING OF LOWER PORTIONS OF INLET SEE PPROPRITE SQURE MNHOLE DETILS. 4. DEPTH OF DROP INLET FROM FINISHED GRDE TO FLOW LINE OF INLET IS VRIBLE. PPROXIMTE DEPTH WILL BE SHOWN ON PLNS T LOCTION OF INLET. 5. LL STNDRD DROP INLETS SHLL HVE ONE OPENING ON ECH SIDE UNLESS OTHERWISE SHOWN ON PLNS. 6. DECK MY BE REINFORCED SME S 4' SQURE MNHOLE. 7. MNHOLES OVER 3' DEPTH SHLL HVE STEPS. STEP DETILS VILBLE THROUGH TPW. DROP INLET 2', 4', 5' OR 6' SQURE S4

46 TOP OF HEDWLL MX. SLOPE 2:1 8" 12" D 6" 12" 8" D + 1.5' #3 BRS T 18" C-C BOTH WYS 2D + 2' 8" D + 2.0' SECTION "B-B" 3 NOT TO SCLE 8" MX. SLOPE 2:1 #4 T 12" C-C #4 T 12" C-C #3 BRS T 18" C-C BOTH WYS 5" D 5" 2' 5" #3 BRS T 18" C-C BOTH WYS 4' SEE DETIL "D" SECTION "-" 2 NOT TO SCLE B #4 T 12" C-C 24" 6" VRIES CONST. JT. DETIL "D" 4 NOT TO SCLE BR DETIL 5 NOT TO SCLE C #3 BRS T 18" C-C BOTH WYS D + 2.0' FLOW D 5" 1 PLN NOT TO SCLE B C CONCRETE CRDLE (SEE SECTION "C-C") D MINUS 4" 6 SECTION "C-C" NOT TO SCLE NOTE: 1. CONCRETE SHLL BE CLSS "". CONCRETE PRON VERTICL HEDWLL S5

47 B C D + 2' FLOW C PLN B 1 NOT TO SCLE 2D + 2' MX. SLOPE 2:1 #3 BRS T 18" C-C BOTH WYS " 8" 5" D 2' 5" 5" 4' #3 BRS T 18" C-C BOTH WYS SECTION "-" 2 NOT TO SCLE TOP OF HEDWLL MX. SLOPE 2:1 #3 BRS T 18" C-C BOTH WYS D 5" 8" 12" #3 BRS T 18" C-C BOTH WYS D D + 2' 3 SECTION "B-B" NOT TO SCLE 5" 12" 8" D + 1.5' D MINUS 4" 4 SECTION "C-C" NOT TO SCLE NOTE: 1. CONCRETE SHLL BE CLSS "". CONCRETE PRON SLOPING HEDWLL S6

48 1' LENGTH VRIES SLOPE D PIPE ID 3" MIN. 3" MIN. 1 ELEVTION NOT TO SCLE 6" 6" 5" 6" MX PSI CONCRETE. 2. #4 GRDE 60 REBR 9" O.C.E.W. 3. LL EXPOSED CORNERS RE CHMFERED 3/4". 4. SWIFT LIFT NCHORS, LOCTED IN THE FLOOR, SHLL BE USED FOR HNDLING. 5. GLVNIZED STEEL PIPE RUNNERS RE VILBLE FOR CROSS ND PRLLEL DRINGE PPLICTIONS. W W PIPE ID 6" 5" 6" MX. 4" MX. 2 FRONT ELEVTION NOT TO SCLE PIPE ID PIPE OD SLOPE D W 3:1 18" 23" 4:1 24" 5" 6:1 3:1 24" 30" 4:1 31" 5" 6:1 PIPE ID PIPE OD SLOPE D W 3:1 30" 37" 4:1 38" 6" 6:1 3:1 36" 44" 4:1 45-1/2" 6" 6:1 3:1 42" 51" 4:1 52-3/4" 6" 6:1 3:1 48" 58" 60" 8" 4:1 54" 65" 3:1 67" 8" STNDRD STORM SEWER CULVERT W/SFETY END TRETMENTS S7

49 LENGTH EQULS SMLLER PIPE DIMETER 6" MIN. VRIES VRIES 6" MIN. SLOPED INVERT NO.3 BRS ON 6" CENTERS SME S BOVE 1 PIPE COLLR DETIL NOT TO SCLE 1. THIS PROCEDURE/DETIL WILL ONLY BE USED WHEN PREFB REDUCTION IS NOT POSSIBLE. 2. CONCRETE FOR COLLR WILL NOT BE PID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIRY TO THE VRIOUS OTHER BIDS. 3. CONCRETE SHLL BE 5 SCK 3000 PSI. PIPE COLLR DETIL S8

50 * MXIMUM DIMETER OF NEW PIPE EQULS ONE HLF OF EXISTING PIPE'S DIMETER. 12" MIN. CONCRETE COLLR CL. '' CONCRETE #3 BR 6" MIN. NEW PIPE * END OF PIPE TO MTCH INSIDE OF EXISTING RCP 6 MX. 12" MIN. EXISTING RCP #3 REBR CL. '' CONCRETE * REMOVL OF PLUG FROM EXISTING RCP TO BE CCOMPLISHED BY USING MSONRY DRILL T SPCING EQUL TO THE DRILL BIT DIMETER IN CIRCULR PTTERN OR MSONRY SW IN N OCTGONL PTTERN PER DETIL. 2" 2" STORM DRIN CONNECTION 1 TO EXISTING RCP NOT TO SCLE STORM DRIN CONNECTION TO EXISTING RCP S9

51 LIMITS OF PY FOR STNDRD CURB INLET 10' DEPRESSED GUTTER 6" 10', 15', OR 20' (PER PLNS) 6" 10' DEPRESSED GUTTER 1'-6" CONSTRUCTION JOINT PLN LIMITS OF PY 2' CONSTRUCTION JOINT 1. TOP OF INLET TO SLOPE 2% TOWRDS STREET OR PER PLN 2. CENTER SUPPORT BEM REQUIRED FOR 15' ND 20' STNDRD CURB INLETS. 3. DDITIONL REINFORCING STEEL TO BE PLCED ROUND MNHOLE OPENING. 10' 6" 6" NORML GUTTER LINE 10' DEPRESSED GUTTER TOP OF CURB 4" 6" DEPRESSED GUTTER LINE PROFILE PLCE CONCRETE (3000 PSI MIN) TO FORM INVERT TOWRDS PIPE. 1. MNHOLE TO BE PLCED T LOW END OF INLET. TWO MNHOLES RE REQUIRED ON 15' ND 20' INLETS. STNDRD CURB INLET 1 NOT TO SCLE STNDRD CURB INLET S10

52 2' NORML TRNSVERSE SLOPE DEPRESSED GUTTER SLOPE 1'-6" 6" 2" 3" RD. HOT POURED JOINT SELNT 1" RD. 2% TYP. SLOPE T 4" 2" RD. 9" CONSTRUCTION JOINT T/2 T (6" MIN.) 6" MIN. 8" MX 8 1/2" RD. 1'-2 1/2" RD. 50% SLOPE 6" THROT SECTION STNDRD CURB INLET 1 NOT TO SCLE STNDRD CURB INLET S11

53 LIMITS OF PY FOR STNDRD CURB INLET 10' 6" 10', 15', 6" OR 20' (PER PLNS) 10' TYP. 13' RDIUS DEPRESSED GUTTER 24" STNDRD GUTTER GRDE DEPRESSED GUTTER LIMITS OF PY 1'-6" CONSTRUCTION JOINT PLN CONSTRUCTION JOINT 1. TOP OF INLET TO SLOPE 2% TOWRDS STREET OR PER PLN. 2. CENTER SUPPORT BEM REQUIRED FOR 15' ND 20' STNDRD CURB INLETS. 3. DDITIONL REINFORCING STEEL TO BE PLCED ROUND MNHOLE OPENING. NORML GUTTER LINE TOP OF CURB 6" R.C.P. (NY WLL BUT NOT T CORNER) 4" PROFILE DEPRESSED GUTTER LINE PLCE CONCRETE (3000 PSI) TO FORM INVERT FLOW TOWRD PIPE. 1. MNHOLE TO BE PLCED T LOW END OF INLET. TWO MNHOLES RE REQUIRED ON 15' ND 20' INLETS. RECESSED CURB INLET 1 NOT TO SCLE RECESSED CURB INLET S12

54 1'-6" 2'-6" 2' FCE TO FCE 6" 6" 2" 1 1/2" RD. 3" RD. HOT POURED JOINT SELNT CURB (BEYOND) NORML TRNSVERSE SLOPE 1" RD. 2% TYP. SLOPE DEPRESSED GUTTER SLOPE T 4" 8" 50% SLOPE 9" CONSTRUCTION JOINT T/2 T (6" MIN) 2" RD /2" RD. 8 1/2" RD. 6" THROT SECTION RECESSED CURB INLET 1 NOT TO SCLE RECESSED CURB INLET S13

55 SEE INLET DETILS 1-#6 BR TOP STEEL 6", EXCEPT 1-#6 BR IN OUTSIDE EDGE ND DDITIONL STEEL ROUND M.H. DEPRESSED GUTTER SLOPE NOTE: 1. TOP OF INLET SLOPE 2% TOWRDS STREET OR PER PLN. 2. FLOOR ND WLL MUST BE POURED MONOLITHIC MIN. 18". GUTTER WLL ND BOTTOM STEEL 7 1/2" R.C.P. 2% TYP. 6" 3'-6" 6" 6" VRIBLE DIMENSION "H" 6" KEYWY JOINTS MIN. 18" BOVE FLOOR INLET SECTION FOR RECESSED ND STNDRD INLETS 2% TYP. #4 6" 12" MIN. 8" THICK WLL T CENTERLINE FOR CENTER SUPPORT BEM NOTE: 1. TOP OF INLET SLOPE 2% TOWRDS STREET OR PER PLN. 2. REINFORCING STEEL LYOUT PPLICBLE TO BOTH RECESSED ND ON-GRDE CURB INLETS. 3'-6" VRIES CENTER SUPPORT BEM FOR 15' & 20' RECESSED ND STNDRD INLETS CENTER SUPPORT BEM ND INLET SECTION 1 NOT TO SCLE CENTER SUPPORT BEM ND INLET SECTION FOR RECESSED ND STNDRD INLETS S14

56 GENERL 1. LL CONCRETE SHLL BE CLSS. 2. LL REINFORCING STEEL SHLL BE NEW BILLET STEEL CONFORMING TO STM -615 ND MERICN MDE. 3. CHMFER LL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. 4. DIMENSIONS RELTING TO REINFORCING STEEL RE TO CENTER OF BRS. 5. FIELD CUT ND BEND BRS S NECESSRY TO CCOMMO STORM SEWER PIPE. 6. LL REINFORCING STEEL SHLL HVE MINIMUM COVER OF 2". 7. ROCK FOUNDTION SHLL BE USED DURING PREFBRICTED INLET BOX INSTLLTION. 6" FOR BCKFILL WITH FLOWBLE FILL TO FILL VOIDS OR COMPCT WITH SELECT SURPLUS EXCVTION COMPCTED IN 8" LIFTS TO 95% STNDRD PROCTOR DENSITY. 8. STNDRD CURB INLET SIZES RE 10', 15', OR 20'. NO OTHER SIZES WILL BE LLOWED WITHOUT PPROVL FROM DIRECTOR OF T.P.W. 9. MNHOLE RING SHLL BE CHINED TO RING. 10. MNHOLES ND CURB INLETS DEEPER THN 3' SHLL HVE STEPS. CONTCT TPW FOR STEP DETILS. S N T O R M D R I INLET LID DETL 32" 30" CST IRON FRME ND COVER INLET LID 1 NOT TO SCLE 04/2018 INLET LID DETIL ND GENERL NOTES S15

57 6" 4'-10" 8" LENGTH OF OPENING "L" 8" 4'-10" 6" B TRNSVERSE BEM BRS M C BRS J BRS P CENTER OF 24" FORMED HOLE BRS M BRS G BRS K C (LOWER MT) 8" NOTE: LOCTION OF RING ND COVER TO BE T OUTFLL END, UNLESS 1'-8" OTHERWISE DIRECTED BY THE ENGINEER. 3'-4" BRS (LOWER) BRS B (UPPER) D D NOTE: 1/2" EXPNSION JOINT MTERIL TO BE PLCED WHERE INLET BUTS CURB, CURB ND GUTTER OR CONCRETE PVEMENT. * MTCH DEPTH OF PVEMENT STRUCTURE (BSE ND SURFCE). DJUST BR LENGTHS S DIRECTED BY THE ENGINEER. (SEE DETIL, SHEET 22B) NOTE: SEE SHEET 22B FOR DETILS OF RING ND COVER, REINFORCING STEEL, ESTIMTED QUNTITIES, ND GENERL NOTES. 1'-8" 8" 1'-4" 2' 2" 6" BRS D BRS S BRS G BRS U (UPPER MT) BRS T BRS R BRS C B PLN VIEW SHOWING TOP SLB REINFORCEMENT 8" 4'-6" 8" BRS G (LOWER) 8" VRIES 8" 1' MNHOLE EXTENSION 8" 8" 8" BRS S BRS U 8" 2" (TYP.) 8" BRS T BRS G (UPPER) BRS K BRS G BRS G BRS C BRS D BRS B BRS L BRS K BRS R 2" 4'-6" #6 DEFORMED BR FCE OF CONCRETE 3" 12" BRS 10" 5" 4" 9" 6' GUTTER TRNSITION 6' GUTTER TRNSITION 6" 4'-10" 8" LENGTH OF OPENING - "L" 8" 4'-10" 6" SYMMETRICL BOUT GUTTER LINE GUTTER LINE NORML GUTTER LINE 1'-4" 6" 2" 8" 1' 4" CURB HEIGHT 3" 3" 3" THROT DIMENSION CURB "X" HEIGHT 5" 5" 6" 5 7/8" 7" 6 1/4" 8" 6 1/2" BRS M BRS P BRS C1 BRS G 5'-10" GUTTER LINE 3'-2" 1'-4" 6" 8" 4" DEPRESSION T GUTTER LINE 2" "X" BRS J 6" BRS G 8" 4'-6" 8" 8" 24" DI. CESS RING & COVER BRS M BRS G MTCH RDWY BRS J X-SLOPE BRS H BRS V BRS G 24" DI. BRS W FORMED HOLE LEVEL 1 BRS D1 8" 8" 8" 1' MIN. * 2" (TYP.) 8" DEPTH OF INLET "D" 2" (TYP.) BRS M 2" (TYP.) BRS G BRS D BRS G PERMISSIBLE CONST. JT. TRNSVERSE BEM 6" MIN. 12" MX. BRS B BRS E BRS G BRS F 2" (TYP.) 2" (TYP.) TRNSVERSE BEM DETIL BEMS T 5' C-C (10', 15' & 20' INLETS) PRTIL PLN VIEW SHOWING BOTTOM SLB REINFORCEMENT SECTION "D-D" STEP DETIL FRONT ELEVTION VIEW SECTION "C-C" BRS C PERMISSIBLE CONST. JT. 12" C-C STGGERED BRS BRS G SECTION "B-B" SECTION "-" S16 TYPE II CURB INLET UNDER PVEMENT S16

58 LENGTH OF OPENING 5' 10' 15' 20' BILL OF REINFORCING STEEL FOR INLET DEPTH OF 6' #5 6" #5 BRS 6" #5 BRS 6" #5 BRS 6" #5 BRS 6" #5 BRS 6" #5 BRS 6" #5 BRS 6" #4 BRS G #4 BRS 12" #4 BRS 12" #4 BRS 7" #4 BRS 12" #4 BRS M #4 BRS P #6 BRS R #6 BRS S #6 BRS T #4 BRS 10" #4 BRS 5" #4 BRS W LENGTH LENGTH NO. WT. NO. WT. NO. WT. NO. WT. NO. WT. NO. WT. NO. WT. NO. WT. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. WT. WT. WT. WT. WT. WT. WT. WT. WT. WT. WT. WT. WT ' '-8" ' '-8" ' '-8" ' '-8" THICKNESS OF CONCRETE PVEMENT PLUS HOT MIX UNDERLYMENT; IF LESS THN 1'-0", INCRESE DEPTH OF HOT MIX UNDERLYMENT. 2 THICKNESS OF HOT MIX (SURFCE) PLUS HOT MIX (BSE) OR FLEX BSE. IF LESS THN 1'-0", INCRESE DEPTH OF HOT MIX (BSE) OR FLEX BSE OVER INLET DECK. MXIMUM THICKNESS = 1'-6" DO NOT PLCE LESS THN 4" LIFT OF FLEX BSE #4 BRS "W" 6 ECH TO BE PLCED T 16" SPCING LONG GUTTER SIDE ND INLET SIDE OF RING. (3 ECH SIDE) GENERL 1. LL CONCRETE SHLL BE CLSS "". 2. CHMFER LL EXPOSED CORNERS 3/4" EXCEPT WHERE OTHERWISE NOTED. 3. DIMENSIONS RELTED TO REINFORCING STEEL RE TO THE CENTERS OF BRS. 4. FIELD CUT ND BEND BRS S NECESSRY TO CCOMMO STORM DRIN PIPE. 5. CST IRON RING ND COVER SHLL CONFORM TO ITEM DEPTHS OTHER THN THOSE SHOWN MY BE USED WHENEVER NECESSRY. QUNTITIES FOR OTHER DEPTHS WITHIN THE LIMITS OF THE TBLES MY BE FOUND BY INTERPOLTION. 7. DURING STGE 1 CONSTRUCTION, INLETS WILL NOT BE CONSTRUCTED BOVE SUBGRDE ELEVTION UNLESS PERMISSION IS GRNTED BY THE ENGINEER. 8. TEMPORRY WOOD COVER SHLL BE INSTLLED FTER STGE 1 IS COMPLETED, ND WILL REMIN IN PLCE UNTIL STGE 2 BEGINS. 9. THE LOCTION OF INLET S SHOWN IN THE PLNS REFERS TO THE CONTROL POINT T THE GUTTER LINE ND MID-POINT OF THE INLET. 10.IF CONCRETE PVEMENT IS PLCED WITHOUT UNDERLYMENT, PLCE BOND BREKER (3 LYERS OF 30# ROOFING FELT OR 1/2" EXPNSION JOINT MTERIL) BETWEEN INLET DECK ND CONCRETE PVEMENT. SELED 1/2" EXPNSION JOINT SHLL BE PLCED LONG LL VERTICL FCES BUTTING CONCRETE PVEMENT. SEL JOINT WITH CLSS 3,4,5 OR 7 JOINT SELNT MTCH RDWY. X-SLOPE 1' MIN. NOTE 1 LEVEL LEVEL INLET DECK CONCRETE PVEMENT HOT MIX UNDERLYMENT 1/2" EXPNSION JOINT MTCH RDWY. X-SLOPE 1' MIN. NOTE 2 2'-10" 2'-10" "L" (FT) 5' 10' 15' 20' INLET DECK HOT MIX (SURFCE) HOT MIX (BSE) OR FLEX BSE 5'-6" #5 BRS "" 5'-6" "D" MINUS 10" 11" 1' 11" 1'-3 1/2" 1' 3 1/2" "L" + 11'-8" #4 BRS "M" PLCE S SHOWN 1' #5 BRS "B" #5 BRS "C 1" #4 BRS "H" #4 BRS "J" 5'-8" #4 BRS "P" PLCE S SHOWN 3' 3' 1'-6" 1'-6" 6" #4 BRS "V" 6" 5'-6" #6 BRS "R" PLCE S SHOWN 1' 1' 4'-4" "D" MINUS 1'-2" "D" MINUS 1'-9" "D" MINUS 2'-1" 1' #5 BRS "C" #4 BRS "K" 4' #5 BRS "D" "D" MINUS 1'-2" #5 BRS "D 1" "D" MINUS 4" #5 BRS "E" 10" "D" MINUS 4" #5 BRS "F" "L" + 1' #4 BRS "G" 2' 5' 5'-5" #4 BRS "L" 1'-4" 1'-6" 1'-6" #6 BRS "S" PLCE S SHOWN 5'-6" #6 BRS "T" PLCE S SHOWN 1'-4" 4" 3" 3" 1' 4" #4 BRS "U" BR SPCING: BOTTOM SLB, LOWER MT - 1'-4" BOTTOM SLB, UPPER MT - 1'-2" BCK WLL, OUTER MT - 0'-9" BCK WLL, INNER MT - 0'-10" FRONT WLL, OUTER MT - 0'-9" FRONT WLL, INNER MT - 0'-10" UPPER SLB, LOWER MT - 1'-0" UPPER SLB, UPPER MT - 1'-0 3/4" GUTTER - PLCE S SHOWN C B 2" 2" 5/8" 1" 7/8" SECTION '' 1" 2 5/16" 5/8" 1/8" SEE COVER 3/4" FLNGE DETIL 13/16" C.Y. CLSS "" CONCRETE SUMMRY OF QUNTITIES LBS. REINFORCING STEEL "D" = 6' DD P.L.F. "D" = 6' DD P.L.F CONCRETE QUNTITY REDUCTION TBLE PIPE DIMETER 15" 18" 21" 24" 27" 30" 33" 36" 39" 42" 45" 48" REDUCTION ONE PIPE C.U. YD /4" 24" 32" 22" 15/16" SECTION 'B' 1" 7/8" SECTION 'C' 4" 1 1/4" 5 1/4" 2" 2" 2' INLET DJCENT TO CONCRETE PVEMENT INLET DJCENT TO HOT MIX PVEMENT CST IRON RING ND COVER 3/4" 7/8" 15/16" COVER FLNGE DETIL S17 TYPE II CURB INLET UNDER PVEMENT S17

59 SECURE END OF LOG TO STKE S DIRECTED 24" OVERLP ENDS TIGHTLY 24" MINIMUM COMPLETELY SURROUND DRINGE CCESS TO RE DRIN INLETS WITH EROSION CONTROL LOG 12" TEMP. EROSION CONTROL LOG STKE ON DOWNHILL SIDE OF LOG S NEEDED TO HOLD IN PLCE (TYP) 12" TEMP. EROSION CONTROL LOG R.O.W. 12" TEMP. EROSION OR CONTROL LOG RETINING WLL STKE 12" TEMP. EROSION CONTROL LOG DI-ST FLOW FLOW TRPS: THE DRINGE RE FOR SEDIMENT TRP SHOULD NOT EXCEED 5 CRES. THE TRP CPCITY SHOULD BE 1800 CF/CRE (0.5" OVER THE DRINGE RE). SEDIMENT TRPS SHOULD BE PLCED IN THE FOLLOWING LOCTIONS: 1. IMMEDITELY PRECEDING DRIN INLETS 2. JUST BEFORE THE DRINGE ENTERS WTER COURSE 3. JUST BEFORE THE DRINGE LEVES THE RIGHT OF WY 4. JUST BEFORE THE DRINGE LEVES THE CONSTRUCTION 12" TEMP. EROSION LIMITS WHERE DRINGE FLOWS WY FROM THE PROJECT CONTROL LOG THE TRP SHOULD BE CLENED WHEN THE CPCITY HS BEEN REDUCED BY 1/2 OR THE SEDIMENT HS CCUMULTED TO DEPTH OF 1', WHICHEVER IS LESS. CLENING ND REMOVL OF CCUMULTED SEDIMENT DEPOSITS IS INCIDENTL ND WILL NOT BE PID FOR SEPRTELY. DISTURBED RE FLOW FLOW RODWY FLOW FLOW DI-ST STKE ON DOWNHILL SIDE OF SECURE END LOG T 8' C - C OR LESS S OF LOG TO NEEDED TO DEQUTELY SECURE LOG. STKE. R.O.W. BOCI-ST PENETRTE TOP LOG S SHOWN COMPOST CRDLE UNDER EROSION CONTROL LOG 100% WOOD CHIPS FLOW TYP. 8' O.C. 8' O.C. BCK OF CURB INLET SEDIMENT TRP MULCH CRDLE UNDER EROSION ROW-ST CONTROL DEVICE RIGHT OF WY SEDIMENT TRP TYP. WOOD STKE DITCH FLOW DITCH FLOW DROP INLET SEDIMENT TRP FLOW DISTURBED RE BCK OF CURB LIP OF GUTTER DL-ST 12" TEMP. EROSION CONTROL LOG 12" TEMP. EROSION CONTROL LOG SEDIMENT TRP MY BE USED TO PRECIPITTE SEDIMENT DL-ST OUT OF RUNOFF DRINING FROM N UNSTBILIZED RE. FLOW SECURE END DIRECTION SECURE ENDS OF OF LOG TO OF FLOW STKE. 2' STKES. DIRECTION OF FLOW BCK OF CURB GENERL 1. LENGTHS OF EROSION CONTROL LOGS SHLL B 1' 2' BE IN CCORDNCE WITH MNUFCTURER'S RECOMMENDTIONS ND S REQUIRED FOR LIP OF GUTTER THE PURPOSE INTENDED. MXIMUM LENGTH OF LOGS SHLL BE 30' FOR 12" DIMETER LOGS. LP DETIL PLN VIEW 2. UNLESS OTHERWISE DIRECTED, USE BIODEGRDBLE OR PHOTODEGRDBLE CONTINMENT MESH ONLY WHERE LOG WILL REMIN IN PLCE S PRT OF VEGETTIVE COMPOST CRDLE UNDER SYSTEM. FOR TEMPORRY INSTLLTIONS, EROSION CONTROL DEVICES USE RECYCLBLE CONTINMENT MESH. 6" CURB 3. STUFF LOGS WITH SUFFICIENT FILTER MTERIL TO CHIEVE DENSITY THT WILL HOLD SHPE WITHOUT EXCESSIVE DEFORMTION. 12" TEMP. EROSION 4. STKES SHLL BE 2" X 2" WOOD R.O.W. CONTROL DEVICE 4' LONG, EMBEDDED SUCH THT 2" PROTRUDES BOVE LOG. MULCH CRDLE 5. COMPOST CRDLE MTERIL IS INCIDENTL UNDER EROSION ND WILL NOT BE PID FOR SEPRTELY. CONTROL DEVICE STKE FLOW 12" TEMP. EROSION SECTION B-B CONTROL DEVICE CI-ST ROW-ST 2' PLN VIEW COMPOST CRDLE FLOW SECTION - BCK OF CURB INLET SEDIMENT TRP PLNS SHEET LEGEND DROP INLET SEDIMENT TRP DL-ST DITCH LINE SEDIMENT TRP BOCI-ST DITCH LINE SEDIMENT TRP - CI-ST CURB INLET SEDIMENT TRP DITCH LINE SEDIMENT TRP SEDIMENT BSIN & TRP USGE GUIDELINES COMPOST CRDLE COMPOST CRDLE UNDER EROSION CONTROL LOG 100% WOOD CHIPS 1' (TYP.) STKE ON DOWNHILL SIDE OF LOG T 8' C-C OR LESS S NEEDED TO DEQUTELY SECURE LOG. R.O.W. B 2' RIGHT-OF-WY SEDIMENT TRP CURB INLET SEDIMENT TRP S18 1' TEMPORRY EROSION CONTROL S18

60 2" FILTER FBRIC 3' MIN. WIDTH BCKFILL & HND TMP. FLOW 90 EMBED POSTS 18" MIN. OR NCHOR IF IN ROCK. GENERL 1. THE GUIDELINES SHOWN HEREON RE SUGGESTIONS ONLY ND MY BE MODIFIED BY THE ENGINEER. 6" PLN SHEET LEGEND SEDIMENT CONTROL FENCE SCF SECTION - SEDIMENT CONTROL FENCE USGE GUIDELINES SEDIMENT CONTROL FENCE MY BE CONSTRUCTED NER THE DOWNSTREM PERIMETER OF DISTURBED RE LONG CONTOUR TO INTERCEPT SEDIMENT FROM OVERLND RUNOFF. 2 YER STORM FREQUENCY MY BE USED TO CLCULTE THE FLOW RTE TO BE FILTERED. SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER MX. FLOW THROUGH RTE TO 100 GPM/FT². SEDIMENT CONTROL FENCE IS NOT RECOMMENDED TO CONTROL EROSION FROM DRINGE RE LRGER THN 2 CRES. GLV. HINGE JOINT KNOT WOVEN MESH (12.5 G. MIN.) REQUIRES MINIMUM OF FIVE HORIZONTL WIRES SPCED T MX.12 INCHES PRT ND LL VERTICL WIRES SPCED T MX. 12 INCHES PRT. TOP OF FENCE HINGE JOINT KNOT WOVEN MESH (OPTION) CONNECT THE ENDS OF SUCCESSIVE REINFORCEMENT SHEETS OR ROLLS MIN. OF 6 TIMES WITH HOG RINGS. 4' MIN. STEEL OR WOOD POSTS SPCED T 6' TO 8'. SOFTWOOD POSTS SHLL BE 3" MIN. DI. OR NOMINL 2"X4". HRDWOOD POSTS SHLL HVE MIN. CROSS SECTION OF 1.5" X 1.5". FSTEN FBRIC TO TOP STRND OF WIRE BY HOG RINGS OR CORD T MX. SPCING OF 15". FLOW 2" GLV. WELDED WIRE MESH (W.W.M.) WITH MX. OPENING SIZE OF 2"X 4", OR WOVEN MESH (W.M.) (SEE DETIL) 90 WOVEN FILTER FBRIC FLOW TTCH THE WIRE MESH & FBRIC ON END POSTS USING 4 EVENLY SPCED STPLES FOR WOODEN POSTS (OR 4 T-CLIPS OR SEWN VERTICL POCKETS FOR STEEL POSTS). TEMPORRY SEDIMENT CONTROL FENCE SCF PLCE 4" TO 6" OF FBRIC GINST THE TRENCH SIDE ND PPROX. 2" CROSS TRENCH BOTTOM IN UPSTREM DIRECTION. MINIMUM TRENCH SIZE SHLL BE 6" SQURE. BCKFILL ND HND TMP. TEMPORRY EROSION, SEDIMENT ND WTER POLLUTION CONTROL MESURES FENCE S19