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Home My WebLink Aboutfd pg8REQUIRED TRANSITION LENGTH SLOPES FOR VARIABLE SUPER ELEVATION RATE 112 ' EXPANSION FOR STANDARD 2'-6" CURB AND GUTTER JOINT Tp•_p• \ L .03 07 03 `03 p;',Li, VIII i41Vlf 112 • EXPaNSIIIN b _02 121 OB `Oa 7 JOWT u 02 b b 03 '0a ..: `09 X05 FACE OF CURB ° - .05 o' •• � - 10 G_06 AA m BB O CC T 30 .��•. X06 ILI 11 .07 1. 2' -6• 2' -6' 2' -6' 2' -6' .01 i° `oT 06 _.02 L12 oB L b H 24 . 6" • 3" ' 7 D" � ° 6" T" 6" A e C Y �0 COVER WEIGHT: 13 LEIS +/- 5% Fla OF 008 LIDS TO BE COATED WITH WVAN® SIDE. RRT- BITUMINOUS COAL TAR COATING 2 $ 1, ME PAYE1pri 91ALL BE RiMD BY A STRAgIT EDfE rpUKD BY 11 YAa.rED SAW C1iT. INCHED CH49a POST IE ----{I O rr7 /6" 1. 30° CURB & GUTTER NOTES: 1 1' MAXIMUM BETWEEN CONSTRUCTION JOINTS 15' MAXMUM BETWEEN CONSTRUC'DON JOINTS � 2, D4 TiI SIHGRALE WA E k 9 W YAaUr D AN SRTA YAWRIAL AID Ctl TED TO A DEMSItt N LP OF WTTER\ 5nTAN wHD+ PEpESRAAR PAW FmxN WHEY A 1 B C `oT 06 _.02 L12 oB L b H 24 . 6" • 3" ' 7 D" � ° 6" T" 6" m AMAX STEEL DOME TOP, WELDED TO TOP OF BOLLARD REMOVABLE CENTER 6" HANDLE, ALIGN ON FRONT & BACK OF BOLLARD .. W :• 1 . . •. lililiLI MIIIIIIII ItiIiIII!NIllilOjIllfililll ! lili Illilil IL Ti 1t llr-tL � �[ SZ II =I1- II -II =troll= IEW 'i REMOVABLE BOLLARD: ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT BACK & FRONT OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY, ALL METAL SHALL BE GALVANIZED. PAINT WITH ONE COAT METAL PRIMER AND TWO COATS COLOR AS SPECIFIED BY FDS. TRANSITION, THE GUTTER SLOPE TRANSITION s'ww J11 s/rs/n. arT SHALL CONFORM TO NOTE 1 OF STD. 30.01 a's'ac m CURB TRANSITION 1028 -2 OF NCOOTS STANDARD SPECIFICATIONS FOR A/3/w CURB TO 2'- 6" ROADS AND STRUCTURES, rnsro7 xoP AND 2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. SIM107SIT GUTTERS STANDARD REMOVABLE BOLLARD THE CURB RADIUS. STD. ° 20.21 STD. ° 20.21 ASPHALT PAVEMENT PATCH -� TYPE R7-8 OR R7-& NOTE NOTE COLORS LEGEND AND EORLERS - GREEN 1. QA O SUS ARE ID ACOWANr ALL R7-8o PARKING SIGNS 1. R7-8D SINS ARE 70 ACCOM I' ALL R7-8, PARKING SIGNS WEE SYMWL ON BLUE FEED r fic R-1 112' E151MG PAVEMENT � NEW I -2 ASPHALT Y MRAMI /E VAN pp��T�TAF��F� TT�L _ MW ro BOTTOM OF SIGN SY7Rµj ACCESSRE' FESE l.L� RESERVED jJO o00$ Qb o0 0 0 oa ° o ° o ° o ° o • 0 0 0 ° o uo 00 o a p°� WHEN PED57R Ml PATH FROM O° o ° 2, o NETT ABC I2- MMINW DEPTH o 0 0 0 0 W TO WALT DOES NOT PASS ACCESSME PARKING PARKING 00900 -° o °o °o ° °- o - °a °'o BY OR lA]IR THE SIGN L _318• TOO) 4 EXISTING ABC T- j-H -�- ILA -TI FE� - 3/8' (Tip) EASTAG SUBGRADE I I' =11 -M =1 I I PAFM PARKNM3 I T -FII� IJIET ICI I I. SCAT R7-Ba SGN Rl-8v 111 I III 1111I�I NOTE FUR INS APPIKATION, THE ® ® JI ICGIBACT E4L 11 SIX! WY EE MOUNTED ON A POST, DE BUILDING FACE A COUAW OR OTTER FIXED I MOUNTING SURFACE 16,)yy n -MALTY SRN R7-8D >czw J TWE R7-8 OR RA-8a PLAN VEIW Y Ma Es COVER WEIGHT: 13 LEIS +/- 5% it LIDS TO BE COATED WITH WVAN® SIDE. RRT- BITUMINOUS COAL TAR COATING 2 $ 1, ME PAYE1pri 91ALL BE RiMD BY A STRAgIT EDfE rpUKD BY 11 YAa.rED SAW C1iT. INCHED CH49a POST IE ----{I a' 3'r' II------1I rr7 /6" 1. 30° CURB & GUTTER NOTES: 1 1' MAXIMUM BETWEEN CONSTRUCTION JOINTS 15' MAXMUM BETWEEN CONSTRUC'DON JOINTS 2. 30" VALLEY TYPE GUTTER 2, D4 TiI SIHGRALE WA E k 9 W YAaUr D AN SRTA YAWRIAL AID Ctl TED TO A DEMSItt N 112' EXPANSION JOINT 5nTAN wHD+ PEpESRAAR PAW FmxN WHEY I -RV As um°xn er NWDr. m T FINISHED cRAOF fF W TO WA PASSES BY OR ON MACHINE POURS. Y BY NCDOT. ®T1YIQ5 BASE M B R WAY BE SIAi TITI F APFC ".4D aY Ni: ENfi1EER, UNDER THE SIN. A, ME anRE NCYNI S/KR1K,A, f= OF TB CUT SHALL BE TAC40 Y -a- 2. 112" EXPANSION JOINT EVERY 90'. THE ASNw.T a LESS THANE Lwc IY / 6 THE ASPWJLLI PAYEIQMI YAIabAL SHALL � NSIAnFD AND C01®AC1E0 1XdtdIdP.Y i0 AC1aEVE A SYWM 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. /.� 6 SECTION A -A SECTION B -B SECTION C -C 4. UOIID MEMBRANE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF SECTION 1026 -2 OF MOODY SHEET 2 OF 2 STANDARDS & SPECIFTCAPONS FOR ROADS AND STRUCTURES SHEET 1 OF 2 NOTES. 5. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER IN ACCORDANCE 1. IN ADDITION TO THE ABOVE CURB SECTION WIN NCDOT ROADWAY STANDARD DETAIL 846.01. THE JOINT MATERIAL SHALL CONFORM 70 SECTION REVISIONS GATE, ri3roD me°N er REVISIONS DArE. T'! /m CPAPR en Are m AMAX STEEL DOME TOP, WELDED TO TOP OF BOLLARD REMOVABLE CENTER 6" HANDLE, ALIGN ON FRONT & BACK OF BOLLARD .. W :• 1 . . •. lililiLI MIIIIIIII ItiIiIII!NIllilOjIllfililll ! lili Illilil IL Ti 1t llr-tL � �[ SZ II =I1- II -II =troll= IEW 'i REMOVABLE BOLLARD: ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT BACK & FRONT OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY, ALL METAL SHALL BE GALVANIZED. PAINT WITH ONE COAT METAL PRIMER AND TWO COATS COLOR AS SPECIFIED BY FDS. TRANSITION, THE GUTTER SLOPE TRANSITION s'ww J11 s/rs/n. arT SHALL CONFORM TO NOTE 1 OF STD. 30.01 a's'ac m CURB TRANSITION 1028 -2 OF NCOOTS STANDARD SPECIFICATIONS FOR A/3/w CURB TO 2'- 6" ROADS AND STRUCTURES, rnsro7 xoP AND 2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER 6. ABC STONE REQUIRED UNDER ALL CURB & GUTTER. SIM107SIT GUTTERS STANDARD REMOVABLE BOLLARD THE CURB RADIUS. STD. ° 20.21 STD. ° 20.21 ASPHALT PAVEMENT PATCH -� TYPE R7-8 OR R7-& NOTE NOTE COLORS LEGEND AND EORLERS - GREEN 1. QA O SUS ARE ID ACOWANr ALL R7-8o PARKING SIGNS 1. R7-8D SINS ARE 70 ACCOM I' ALL R7-8, PARKING SIGNS WEE SYMWL ON BLUE FEED r fic R-1 112' E151MG PAVEMENT � NEW I -2 ASPHALT Y MRAMI /E VAN pp��T�TAF��F� TT�L _ MW ro BOTTOM OF SIGN SY7Rµj ACCESSRE' FESE l.L� RESERVED jJO o00$ Qb o0 0 0 oa ° o ° o ° o ° o • 0 0 0 ° o uo 00 o a p°� WHEN PED57R Ml PATH FROM O° o ° 2, o NETT ABC I2- MMINW DEPTH o 0 0 0 0 W TO WALT DOES NOT PASS ACCESSME PARKING PARKING 00900 -° o °o °o ° °- o - °a °'o BY OR lA]IR THE SIGN L _318• TOO) 4 EXISTING ABC T- j-H -�- ILA -TI FE� - 3/8' (Tip) EASTAG SUBGRADE I I' =11 -M =1 I I PAFM PARKNM3 I T -FII� IJIET ICI I I. SCAT R7-Ba SGN Rl-8v 111 I III 1111I�I NOTE FUR INS APPIKATION, THE ® ® JI ICGIBACT E4L 11 SIX! WY EE MOUNTED ON A POST, DE BUILDING FACE A COUAW OR OTTER FIXED I MOUNTING SURFACE 16,)yy n -MALTY SRN R7-8D >czw J TWE R7-8 OR RA-8a SECTION C -C Y Ma Es COVER WEIGHT: 13 LEIS +/- 5% it LIDS TO BE COATED WITH WVAN® SIDE. RRT- BITUMINOUS COAL TAR COATING 2 $ 1, ME PAYE1pri 91ALL BE RiMD BY A STRAgIT EDfE rpUKD BY 11 YAa.rED SAW C1iT. INCHED CH49a POST METAL GROMMET - 1/4- rr7 /6" T ro OF 901' 2, D4 TiI SIHGRALE WA E k 9 W YAaUr D AN SRTA YAWRIAL AID Ctl TED TO A DEMSItt N 112' EXPANSION JOINT 5nTAN wHD+ PEpESRAAR PAW FmxN WHEY I -RV As um°xn er NWDr. m T FINISHED cRAOF fF W TO WA PASSES BY OR WoA BY cl1® TAG A SAYPt3: OF Off WTMAL N ACCatDANQ AN AASNTO T -W AS Y BY NCDOT. ®T1YIQ5 BASE M B R WAY BE SIAi TITI F APFC ".4D aY Ni: ENfi1EER, UNDER THE SIN. A, ME anRE NCYNI S/KR1K,A, f= OF TB CUT SHALL BE TAC40 1�'UN BORDER - III - GREEN y y. ME 5WE D N CF PAVEMENT YATEWA 1YDCM EMKTS SHALL EX REASTAUED. 1 u1 w e.0 CASE SMALL HUM OF R -7 RESERVED PNBGW 506 AS PRESCRIBED BY NC DEPARTMENT OF TRMISIMATAN EMMTAL ON UNIFORM TRAFFIC Comm DEVICES, SECTION 2A -2J PART A. SIGNAGE LOCATION Kra I SIGNAGE ELEVATION KU 6" DIA. STEEL CONCRETE FILLED BOLLARD PAINTED PER FINISH SCHEDULE 3000 PSI CONCRE x/57 WASHED STONE /RADIUS CONCRETE AT TOT' OF BOLLARD 4.0' 2' -8' BEILLARD DETAIL i/2' R7-80 CALVA•a!m S M RIB- BACKED C WPF1 POST 1/2' EXPANSON JOW F11I.S Ev GRADE SIGN R7-D SIGN R7 -8 III -I II III -I I lll I ILi I= =- COLORS. ml ICI LEMM - GREEN ' -III III'_I BACKGROUND W/8TE VAN PAVEMENT I oOo�P`go TAG ABC -112' (RP) LEV PATat eio CLASS A' CONORITE FOOIMG PENALTY 3/B (DP) SIGN R7-80 REVISIaTS 161 ADA IRAN ACCESSIBLE- SIGN ELEVATION NTs I` -12' GROUT (2) 45 X 5'-6' I I X35 ►:.. 3/4'0 HOLE (2) PLAN ~I 44 ANCHOR TO PAVEMENT 1' -0' LI 1 CONCRETE WHEELSTEIP DETAIL A._p. Designer Scale W &R NTS Drawn By Date Gq ALP 1/30/13 Checked By lob No. Kra T , a 0 l_ L8" %A PRE- DRILLED HOLE IB A WA ER 1 1.75° a_ SECTION C -C NOTES: Ma Es COVER WEIGHT: 13 LEIS +/- 5% ACCESSIBLE M LIDS TO BE COATED WITH BITUMINOUS COAL TAR COATING 3. 1, ME PAYE1pri 91ALL BE RiMD BY A STRAgIT EDfE rpUKD BY 11 YAa.rED SAW C1iT. METAL GROMMET - 1/4- rr7 /6" T 2, D4 TiI SIHGRALE WA E k 9 W YAaUr D AN SRTA YAWRIAL AID Ctl TED TO A DEMSItt N Or AT LEAST M GF MAT MOANED BY CCYPACING A SAIgD 6 TE "DOMAL N ACCTFDAA'Y WM AASATO VAN ACCESSIBLE SIGN I I -RV As um°xn er NWDr. m T 1 TI EMH. rd' FLL SI W r R ABC .11I l ACTED 10 A Dp19tt ewA 10 ODD; a NAT WoA BY cl1® TAG A SAYPt3: OF Off WTMAL N ACCatDANQ AN AASNTO T -W AS Y BY NCDOT. ®T1YIQ5 BASE M B R WAY BE SIAi TITI F APFC ".4D aY Ni: ENfi1EER, LEGENCI' A A, ME anRE NCYNI S/KR1K,A, f= OF TB CUT SHALL BE TAC40 1�'UN BORDER - III - GREEN y y. ME 5WE D N CF PAVEMENT YATEWA 1YDCM EMKTS SHALL EX REASTAUED. 1 u1 w e.0 CASE SMALL THE ASNw.T a LESS THANE Lwc IY / 6 THE ASPWJLLI PAYEIQMI YAIabAL SHALL � NSIAnFD AND C01®AC1E0 1XdtdIdP.Y i0 AC1aEVE A SYWM /.� 6 eio CLASS A' CONORITE FOOIMG PENALTY 3/B (DP) SIGN R7-80 REVISIaTS 161 ADA IRAN ACCESSIBLE- SIGN ELEVATION NTs I` -12' GROUT (2) 45 X 5'-6' I I X35 ►:.. 3/4'0 HOLE (2) PLAN ~I 44 ANCHOR TO PAVEMENT 1' -0' LI 1 CONCRETE WHEELSTEIP DETAIL A._p. Designer Scale W &R NTS Drawn By Date Gq ALP 1/30/13 Checked By lob No. Kra T , a 0 l_ L8" %A PRE- DRILLED HOLE IB A WA ER 1 1.75° a_ -19 1/4 i SECTION B -B 17 s /e "---I WATER METER BOX DETAIL 1316 TYP. SECTION A -A DWG. NQ REVISIONS DATE I REVISIONS IDAT W -2J 3_7 _8 RRH 3 -3 bly ABB 11=21 I FINISHED I GRADE FINAL BACKFILL UNDISTURBED SOIL INITIAL - - BACKFILL bPNINLF LtNL - 067 STONE oB °� HAUNCHING W. ° 7j�! PIPE GRADE 4 I e ^e's:r��° a °a8 8 ea a q, 4" BEDDING TAMP WELL UNDER /MINIMUM SIDE BOTTOM HALF 6" O.D. OF PIPE 6" CLEARANCE OF PIPE TYPICAL TRENCH BOTTOM DIMENSIONS FOR SDR 35 PVC GRAVITY PIPE NOTES: 1. For trenches requiring shoring and bracing, dimensions sholl be token from the inside foce of the shoring and brocina. 2. No rocks or boulders 4" or larger to be used in initial backfill. 3. All backfll material shall be suitable native material. 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in non - traffic areas. SEE DETAIL W -22 TOP Of VALVE NEEDS TO FOR METER BOX BE 12" IIENEATH TOP OF METER BOX LID ROADWAY Es,�3N' -, yY1:c`r°:r),'�u..; SIDEWALK LOCKAM E VALVE 5/8" METER olI- 3" W67 ':TGNE �-YYO✓ PLUG LOCK BACKFII I • TAMPED IN z 6" LIF11, I N W o 45° r D m -11- m g D --c TTNCRETE BRICK UNDER N m MAIN CORPORATION COCK FOR SUPPORT --I M (f) A NOTES: CORPORATION COCK AO0 Z i y F71 p 1. WATER METER AS MANUFACTURED BY SENSUS, m m '° D OR SCHLUMBERGER. n 2. DIRECT TAP ALLOWED ON MAINS NO LARGER M m W THAN 16 ", 0 N p 3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY 0 -A LINE, OR IN APPROVED EASEMENT ADJACENT TO R /W. w r 4. WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE 1- USED TO ADJUST TO PROPER GRADE. o 0 5. FOR STANDARD METER BOX SEE W -22 m Z 6. ADDITIONAL BACKFLOW PREVENTION DEVICE MAY BE REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL UNITS. STD. 20A °SERVICE LATERAL MATERIAL AS REQUIRED PAVEMENT OPTION IN SEWER CONSTRUCTION /SEWER LATEAI S SECTION OF THESE SPECIFICATIONS. MUST BE 2" BELOW GRADE WHEN SEWER CLEAN OUT IS IN PAVEMENT I PROPERTY al - IIGT/I IT MUST BE INSTALLED INSIDE A VALVE i /LINE jq BOX WITH COVER LABELLED "SEWER I4/ CAST IRON OF III CLEAN OUT PI UG 4' DIAMETER CONCRETE FINISHED COLLAR 6' THICK GRADE PAVEMENT CURB (.A -NOTE: O THE FULL LENGTH OF THE SERVICE DITCH SHALL: ... ... ... •• 01 BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. _ ALL TAPS WILL BE MADE USING MECHANICAL TAPPING .''_' MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND ? r- --I MUST BE BEDDED IN 467 STONE. BEDDING AND HAULING > MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL PIT S-4. - . 4" D.I. OI: y > 8 ",10" OR 12" TAPPING 1 PIECE OF PIPE PVC PIPE r SADDLE OR IN -LINE WYE �M n n a Z Z 1/16" OR 1 /8" BEND MIN. GRADE 1% 1 ._..... Z D 0 O UT 450 SEWER BARREL OF PIPE TO 1.0' EXTENSH TN c Z M .SADDLE REST ON UNDISTURBED SOIL WITH PERMANENT c EXISTING PLUG CAP 1'T MAIN , FOR SADDLE INSTALLATION '0 COMBINATION WYE DETAILS, SEE STANDARD AND 1/8 BI NO DETAIL S -31 & S -32. (ONE PIECEI ` LLAR STOKE - #70 Harnett County 5283 North Carolina TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN LW G. N0. REVISIONS DATE REVISIONS DAT S -cJ TO NOTES 3 -1 -87 D.W.C- -3- DUAL CHECK VALVE BACKFLOW PRE- - VENTION DEVICE STANDARD 3/4- OR 1" p ERVICE SIZE tBEU SOIL CRIMP WATER SERVICE AT PROPERTY LINE 5/8 "K 12" COPPER SETTER METER YOKE SET BOX ON CONCRETE BLOCKS 3/4" OR 7" TYPE "K" SOFT COPPER PIPE, NO JOINTS OR COUPLINGS PIPE, NO JOINTS OR COUPLINGS. TOP DF / GROUND 60" MAX. f \ l MIN. D_ y Z r^ A ROD BACK ROBBING TO VALVE I. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TN10E THE DIAMETER OF THE R.P. ASSEMBLY OR EQUIVALENT). 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. 4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE MINTER MONTHS MUST BE CAPPED OFF. 5. STANDPIPES FOR ALL IRRIGATION R.P. ASSEMBLIES ARE TO BE COPPER OR BRASS. 6, FOR VAULT DIMENSIONS SEE DETAIL W -30 7. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. SUPPORT TO BE CONCRETE OR MASONARY BLOCK FOR 3° OR LARGER ASSEMBLY POSITIVE DRAINAGE �'TWCE THE SIZE -OF R.P. ASSEMBLY NOZZLES W/ NATIONAL STANDARD THREADS sY RALEIGH CHANGES TO NATIONAL STANDARD THREADS IO NOTES I. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2- KNIGHTDALE. S ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W /SILVER OPERATING NUTS, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS_ 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS. a OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC RAINS LARGER THAN 12- SHALL BE PAINTED BLACK. STANDARD FIRE HYDRANT WITH W -5 1 9/16' OPERATION NUT 2 112' NATIONAL STANDARD OUTLET THREADS xx NATIONAL STANDARD THREADS FOR ALL SERVICE AREAS W N W -6 T RUCTION Sheet No. C6.0 SECTION C -C NOTES: 1. COVER WEIGHT: 13 LEIS +/- 5% 2. LIDS TO BE COATED WITH BITUMINOUS COAL TAR COATING 3. HOLE SHALL BE FITTED WITH A METAL GROMMET - 1/4- rr7 /6" T T N M m T m T -19 1/4 i SECTION B -B 17 s /e "---I WATER METER BOX DETAIL 1316 TYP. SECTION A -A DWG. NQ REVISIONS DATE I REVISIONS IDAT W -2J 3_7 _8 RRH 3 -3 bly ABB 11=21 I FINISHED I GRADE FINAL BACKFILL UNDISTURBED SOIL INITIAL - - BACKFILL bPNINLF LtNL - 067 STONE oB °� HAUNCHING W. ° 7j�! PIPE GRADE 4 I e ^e's:r��° a °a8 8 ea a q, 4" BEDDING TAMP WELL UNDER /MINIMUM SIDE BOTTOM HALF 6" O.D. OF PIPE 6" CLEARANCE OF PIPE TYPICAL TRENCH BOTTOM DIMENSIONS FOR SDR 35 PVC GRAVITY PIPE NOTES: 1. For trenches requiring shoring and bracing, dimensions sholl be token from the inside foce of the shoring and brocina. 2. No rocks or boulders 4" or larger to be used in initial backfill. 3. All backfll material shall be suitable native material. 4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in non - traffic areas. SEE DETAIL W -22 TOP Of VALVE NEEDS TO FOR METER BOX BE 12" IIENEATH TOP OF METER BOX LID ROADWAY Es,�3N' -, yY1:c`r°:r),'�u..; SIDEWALK LOCKAM E VALVE 5/8" METER olI- 3" W67 ':TGNE �-YYO✓ PLUG LOCK BACKFII I • TAMPED IN z 6" LIF11, I N W o 45° r D m -11- m g D --c TTNCRETE BRICK UNDER N m MAIN CORPORATION COCK FOR SUPPORT --I M (f) A NOTES: CORPORATION COCK AO0 Z i y F71 p 1. WATER METER AS MANUFACTURED BY SENSUS, m m '° D OR SCHLUMBERGER. n 2. DIRECT TAP ALLOWED ON MAINS NO LARGER M m W THAN 16 ", 0 N p 3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY 0 -A LINE, OR IN APPROVED EASEMENT ADJACENT TO R /W. w r 4. WHEN THE GRADE CHANGES, A COPPER RESETTER CAN BE 1- USED TO ADJUST TO PROPER GRADE. o 0 5. FOR STANDARD METER BOX SEE W -22 m Z 6. ADDITIONAL BACKFLOW PREVENTION DEVICE MAY BE REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL UNITS. STD. 20A °SERVICE LATERAL MATERIAL AS REQUIRED PAVEMENT OPTION IN SEWER CONSTRUCTION /SEWER LATEAI S SECTION OF THESE SPECIFICATIONS. MUST BE 2" BELOW GRADE WHEN SEWER CLEAN OUT IS IN PAVEMENT I PROPERTY al - IIGT/I IT MUST BE INSTALLED INSIDE A VALVE i /LINE jq BOX WITH COVER LABELLED "SEWER I4/ CAST IRON OF III CLEAN OUT PI UG 4' DIAMETER CONCRETE FINISHED COLLAR 6' THICK GRADE PAVEMENT CURB (.A -NOTE: O THE FULL LENGTH OF THE SERVICE DITCH SHALL: ... ... ... •• 01 BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. _ ALL TAPS WILL BE MADE USING MECHANICAL TAPPING .''_' MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND ? r- --I MUST BE BEDDED IN 467 STONE. BEDDING AND HAULING > MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL PIT S-4. - . 4" D.I. OI: y > 8 ",10" OR 12" TAPPING 1 PIECE OF PIPE PVC PIPE r SADDLE OR IN -LINE WYE �M n n a Z Z 1/16" OR 1 /8" BEND MIN. GRADE 1% 1 ._..... Z D 0 O UT 450 SEWER BARREL OF PIPE TO 1.0' EXTENSH TN c Z M .SADDLE REST ON UNDISTURBED SOIL WITH PERMANENT c EXISTING PLUG CAP 1'T MAIN , FOR SADDLE INSTALLATION '0 COMBINATION WYE DETAILS, SEE STANDARD AND 1/8 BI NO DETAIL S -31 & S -32. (ONE PIECEI ` LLAR STOKE - #70 Harnett County 5283 North Carolina TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN LW G. N0. REVISIONS DATE REVISIONS DAT S -cJ TO NOTES 3 -1 -87 D.W.C- -3- DUAL CHECK VALVE BACKFLOW PRE- - VENTION DEVICE STANDARD 3/4- OR 1" p ERVICE SIZE tBEU SOIL CRIMP WATER SERVICE AT PROPERTY LINE 5/8 "K 12" COPPER SETTER METER YOKE SET BOX ON CONCRETE BLOCKS 3/4" OR 7" TYPE "K" SOFT COPPER PIPE, NO JOINTS OR COUPLINGS PIPE, NO JOINTS OR COUPLINGS. TOP DF / GROUND 60" MAX. f \ l MIN. D_ y Z r^ A ROD BACK ROBBING TO VALVE I. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TN10E THE DIAMETER OF THE R.P. ASSEMBLY OR EQUIVALENT). 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. 4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE MINTER MONTHS MUST BE CAPPED OFF. 5. STANDPIPES FOR ALL IRRIGATION R.P. ASSEMBLIES ARE TO BE COPPER OR BRASS. 6, FOR VAULT DIMENSIONS SEE DETAIL W -30 7. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. SUPPORT TO BE CONCRETE OR MASONARY BLOCK FOR 3° OR LARGER ASSEMBLY POSITIVE DRAINAGE �'TWCE THE SIZE -OF R.P. ASSEMBLY NOZZLES W/ NATIONAL STANDARD THREADS sY RALEIGH CHANGES TO NATIONAL STANDARD THREADS IO NOTES I. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2- KNIGHTDALE. S ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W /SILVER OPERATING NUTS, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS_ 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS. a OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC RAINS LARGER THAN 12- SHALL BE PAINTED BLACK. STANDARD FIRE HYDRANT WITH W -5 1 9/16' OPERATION NUT 2 112' NATIONAL STANDARD OUTLET THREADS xx NATIONAL STANDARD THREADS FOR ALL SERVICE AREAS W N W -6 T RUCTION Sheet No. C6.0 STD. 20A °SERVICE LATERAL MATERIAL AS REQUIRED PAVEMENT OPTION IN SEWER CONSTRUCTION /SEWER LATEAI S SECTION OF THESE SPECIFICATIONS. MUST BE 2" BELOW GRADE WHEN SEWER CLEAN OUT IS IN PAVEMENT I PROPERTY al - IIGT/I IT MUST BE INSTALLED INSIDE A VALVE i /LINE jq BOX WITH COVER LABELLED "SEWER I4/ CAST IRON OF III CLEAN OUT PI UG 4' DIAMETER CONCRETE FINISHED COLLAR 6' THICK GRADE PAVEMENT CURB (.A -NOTE: O THE FULL LENGTH OF THE SERVICE DITCH SHALL: ... ... ... •• 01 BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. _ ALL TAPS WILL BE MADE USING MECHANICAL TAPPING .''_' MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND ? r- --I MUST BE BEDDED IN 467 STONE. BEDDING AND HAULING > MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL PIT S-4. - . 4" D.I. OI: y > 8 ",10" OR 12" TAPPING 1 PIECE OF PIPE PVC PIPE r SADDLE OR IN -LINE WYE �M n n a Z Z 1/16" OR 1 /8" BEND MIN. GRADE 1% 1 ._..... Z D 0 O UT 450 SEWER BARREL OF PIPE TO 1.0' EXTENSH TN c Z M .SADDLE REST ON UNDISTURBED SOIL WITH PERMANENT c EXISTING PLUG CAP 1'T MAIN , FOR SADDLE INSTALLATION '0 COMBINATION WYE DETAILS, SEE STANDARD AND 1/8 BI NO DETAIL S -31 & S -32. (ONE PIECEI ` LLAR STOKE - #70 Harnett County 5283 North Carolina TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN LW G. N0. REVISIONS DATE REVISIONS DAT S -cJ TO NOTES 3 -1 -87 D.W.C- -3- DUAL CHECK VALVE BACKFLOW PRE- - VENTION DEVICE STANDARD 3/4- OR 1" p ERVICE SIZE tBEU SOIL CRIMP WATER SERVICE AT PROPERTY LINE 5/8 "K 12" COPPER SETTER METER YOKE SET BOX ON CONCRETE BLOCKS 3/4" OR 7" TYPE "K" SOFT COPPER PIPE, NO JOINTS OR COUPLINGS PIPE, NO JOINTS OR COUPLINGS. TOP DF / GROUND 60" MAX. f \ l MIN. D_ y Z r^ A ROD BACK ROBBING TO VALVE I. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TN10E THE DIAMETER OF THE R.P. ASSEMBLY OR EQUIVALENT). 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. 4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE MINTER MONTHS MUST BE CAPPED OFF. 5. STANDPIPES FOR ALL IRRIGATION R.P. ASSEMBLIES ARE TO BE COPPER OR BRASS. 6, FOR VAULT DIMENSIONS SEE DETAIL W -30 7. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. SUPPORT TO BE CONCRETE OR MASONARY BLOCK FOR 3° OR LARGER ASSEMBLY POSITIVE DRAINAGE �'TWCE THE SIZE -OF R.P. ASSEMBLY NOZZLES W/ NATIONAL STANDARD THREADS sY RALEIGH CHANGES TO NATIONAL STANDARD THREADS IO NOTES I. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2- KNIGHTDALE. S ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W /SILVER OPERATING NUTS, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS_ 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS. a OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC RAINS LARGER THAN 12- SHALL BE PAINTED BLACK. STANDARD FIRE HYDRANT WITH W -5 1 9/16' OPERATION NUT 2 112' NATIONAL STANDARD OUTLET THREADS xx NATIONAL STANDARD THREADS FOR ALL SERVICE AREAS W N W -6 T RUCTION Sheet No. C6.0 BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP. _ ALL TAPS WILL BE MADE USING MECHANICAL TAPPING .''_' MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND ? r- --I MUST BE BEDDED IN 467 STONE. BEDDING AND HAULING > MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL PIT S-4. - . 4" D.I. OI: y > 8 ",10" OR 12" TAPPING 1 PIECE OF PIPE PVC PIPE r SADDLE OR IN -LINE WYE �M n n a Z Z 1/16" OR 1 /8" BEND MIN. GRADE 1% 1 ._..... Z D 0 O UT 450 SEWER BARREL OF PIPE TO 1.0' EXTENSH TN c Z M .SADDLE REST ON UNDISTURBED SOIL WITH PERMANENT c EXISTING PLUG CAP 1'T MAIN , FOR SADDLE INSTALLATION '0 COMBINATION WYE DETAILS, SEE STANDARD AND 1/8 BI NO DETAIL S -31 & S -32. (ONE PIECEI ` LLAR STOKE - #70 Harnett County 5283 North Carolina TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN LW G. N0. REVISIONS DATE REVISIONS DAT S -cJ TO NOTES 3 -1 -87 D.W.C- -3- DUAL CHECK VALVE BACKFLOW PRE- - VENTION DEVICE STANDARD 3/4- OR 1" p ERVICE SIZE tBEU SOIL CRIMP WATER SERVICE AT PROPERTY LINE 5/8 "K 12" COPPER SETTER METER YOKE SET BOX ON CONCRETE BLOCKS 3/4" OR 7" TYPE "K" SOFT COPPER PIPE, NO JOINTS OR COUPLINGS PIPE, NO JOINTS OR COUPLINGS. TOP DF / GROUND 60" MAX. f \ l MIN. D_ y Z r^ A ROD BACK ROBBING TO VALVE I. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TN10E THE DIAMETER OF THE R.P. ASSEMBLY OR EQUIVALENT). 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. 4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE MINTER MONTHS MUST BE CAPPED OFF. 5. STANDPIPES FOR ALL IRRIGATION R.P. ASSEMBLIES ARE TO BE COPPER OR BRASS. 6, FOR VAULT DIMENSIONS SEE DETAIL W -30 7. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. SUPPORT TO BE CONCRETE OR MASONARY BLOCK FOR 3° OR LARGER ASSEMBLY POSITIVE DRAINAGE �'TWCE THE SIZE -OF R.P. ASSEMBLY NOZZLES W/ NATIONAL STANDARD THREADS sY RALEIGH CHANGES TO NATIONAL STANDARD THREADS IO NOTES I. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2- KNIGHTDALE. S ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W /SILVER OPERATING NUTS, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS_ 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS. a OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC RAINS LARGER THAN 12- SHALL BE PAINTED BLACK. STANDARD FIRE HYDRANT WITH W -5 1 9/16' OPERATION NUT 2 112' NATIONAL STANDARD OUTLET THREADS xx NATIONAL STANDARD THREADS FOR ALL SERVICE AREAS W N W -6 T RUCTION Sheet No. C6.0 LLAR STOKE - #70 Harnett County 5283 North Carolina TRENCH BOTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN LW G. N0. REVISIONS DATE REVISIONS DAT S -cJ TO NOTES 3 -1 -87 D.W.C- -3- DUAL CHECK VALVE BACKFLOW PRE- - VENTION DEVICE STANDARD 3/4- OR 1" p ERVICE SIZE tBEU SOIL CRIMP WATER SERVICE AT PROPERTY LINE 5/8 "K 12" COPPER SETTER METER YOKE SET BOX ON CONCRETE BLOCKS 3/4" OR 7" TYPE "K" SOFT COPPER PIPE, NO JOINTS OR COUPLINGS PIPE, NO JOINTS OR COUPLINGS. TOP DF / GROUND 60" MAX. f \ l MIN. D_ y Z r^ A ROD BACK ROBBING TO VALVE I. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TN10E THE DIAMETER OF THE R.P. ASSEMBLY OR EQUIVALENT). 2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. 3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND ENCLOSURES. 4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT FREEZING IN THE MINTER MONTHS MUST BE CAPPED OFF. 5. STANDPIPES FOR ALL IRRIGATION R.P. ASSEMBLIES ARE TO BE COPPER OR BRASS. 6, FOR VAULT DIMENSIONS SEE DETAIL W -30 7. STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED. SUPPORT TO BE CONCRETE OR MASONARY BLOCK FOR 3° OR LARGER ASSEMBLY POSITIVE DRAINAGE �'TWCE THE SIZE -OF R.P. ASSEMBLY NOZZLES W/ NATIONAL STANDARD THREADS sY RALEIGH CHANGES TO NATIONAL STANDARD THREADS IO NOTES I. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 2- KNIGHTDALE. S ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W /SILVER OPERATING NUTS, 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS_ 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW W /SILVER CAPS AND OPERATING NUTS. a OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC RAINS LARGER THAN 12- SHALL BE PAINTED BLACK. STANDARD FIRE HYDRANT WITH W -5 1 9/16' OPERATION NUT 2 112' NATIONAL STANDARD OUTLET THREADS xx NATIONAL STANDARD THREADS FOR ALL SERVICE AREAS W N W -6 T RUCTION Sheet No. C6.0