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HomeMy WebLinkAbout20200271 Ver 1_A6 Plan Sheets-Area 24 Stream and Wetland Impact 2020 02-07_20200218SCALE: HOR 1"=40'; VERT 1"=4' AREA A OUTFALL 220 225 230 235 240 245 250 255 220 225 230 235 240 245 250 255 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00AREA A OUTFALL - STA. 0+004' DIA. DOGHOUSE MANHOLEW/ CAM-LOCK RING & COVERW/ 1-8" PIPE SLIDERIM = 231.81INV. IN (W) = 223.39INV. IN (NW) = 222.73INV. OUT = 222.73PROP. A1PROP. 175 LF OF 8" CLASS 5 0 D I P @ 1.28% SLOPE AREA A OUTFALL - STA. 3+004' DIA. MANHOLE W/CAM LOCK RING & COVERRIM = 252.23INV. IN (NW) = 226.46INV. OUT = 226.36PROP. A3PROP. 9 LF OF 8" CLASS 50 RJDI @ 1.00% SLOPE PROP. 115 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE PROP. 119 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE AREA A OUTFALL - STA. 10+154' DIA. MANHOLE W/CAM-LOCK RING & COVERW/VENTW/ 1-4" DROP STRUCTURERIM = 248.86INV. IN (NW) = 231.63INV. IN (E) = 244.75INV. OUT = 231.53PROP. A9PROP. 10'X10' RECEIVING PIT W/ THEORETICAL 1:1 SIDE SLOPES PROP. 20'X40' ENTRY PIT W/ THEORETICAL 1:1 SIDE SLOPES EXIST. GROUND PROP. 4" LATERAL, PROP. ELEVATION AT CLEANOUT (TYP.)(PROP.)(EXIST.)(EXIST.)PROP. 5 LF OF 8" CLASS 50 RJDI @ 1.00% SLOPE PROP. 203 LF 0F 2 4 " STEEL ENCASEME N T ( 0 . 3 7 5 " T H I C K ) W/ PROP. 203 LF 8 " C L A S S 5 0 R J D I P INSTALLED BY B O R E A N D J A C K METHOD @ 1.00% S L O P E AREA A OUTFALL - STA. 6+32AREA A OUTFALL-BRANCH - STA. 0+00PROP. A55' DIA. MANHOLE W/1-8" DROP STRUCTUREW/ CAM LOCK RING & COVERRIM: 254.57INV IN = (NE) 245.14INV IN = (NW) 229.40INV OUT = 229.30PROP. 175 LF OF 8" CLASS 50 DIP @ 0.51% SLOPE AREA A OUTFALL - STA. 8+964' DIA. MANHOLE W/CAM LOCK RING & COVERRIM = 246.97INV. IN (NE) = 230.94INV. OUT = 230.84PROP. A8AREA A OUTFALL - STA. 1+254' DIA. MANHOLE W/CAM-LOCK RING & COVERW/ VENTRIM = 234.69INV. IN (W) = 224.12INV. OUT = 224.02PROP. A2PROP. 125 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE AREA A OUTFALL - STA. 5+17PROP. A4HOKE LOOP COLLECTOR - STA. 0+005' DIA. MANHOLE W/CAM LOCK RING & COVERW/ 1-8" DROP STRUCTURERIM: 253.86INV IN = (SW) 243.13INV IN = (N) 228.73INV OUT = 228.63EXIST. EDGEOF PAVEMENTEXIST. EDGEOF PAVEMENTEXIST. RIGHT OF WAYEXIST. RIGHT OF WAYEXIST. GAS EXIST. 8" WATERLINE (AQUA) PROP. 200 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE PROP. ANTI-SEEP COLLARPROP. ANTI-SEEP COLLAR AREA A OUTFALL - STA. 7+21AREA A OUTFALL STUB-OUT - STA. 0+00PROP. A615' DIA. MANHOLE W/1-8" DROP STRUCTUREW/ CAM LOCK RING & COVERRIM: 252.66INV IN = (NW) 229.95INV IN = (W) 244.01INV OUT = 229.85PROP. 89 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE PROP CLASS I RIP RAP SEE EROSION CONTROL PLANS PROP CLASS II RIP RAP SEE EROSION CONTROL PLANSTCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCE0+0 0 1+0 0 2+00 3+00 4+00 5+00 6+ 0 0 7+00 8+00 9+0010+0011+00 PROP. A5 AREA A OUTFALL - STA. 6+32 AREA A OUTFALL-BRANCH - STA. 0+00 5' DIA. MANHOLE W/ 1-8" DROP STRUCTURE W/ CAM LOCK RING & COVER RIM: 254.57 INV IN = (NE) 245.14 INV IN = (NW) 229.40 INV OUT = 229.30 PROP. A3 AREA A OUTFALL - STA. 3+00 4' DIA. MANHOLE W/ CAM LOCK RING & COVER RIM: 252.23 INV IN = (NW) 226.46 INV OUT = 226.36 PROP. A9 AREA A OUTFALL - STA. 10+15 4' DIA. MANHOLE W/ CAM-LOCK RING & COVER W/VENT W/ 1-4" DROP STRUCTURE RIM: 248.86 INV IN = (NW) 231.63 INV IN = (E) 244.75 INV OUT = 231.53 PROP. A1 AREA A OUTFALL - STA. 0+00 4' DIA. DOGHOUSE MANHOLE W/ CAM-LOCK RING & COVER W/ 1-8" PIPE SLIDE RIM: 231.81 INV IN = (W) 223.39 INV IN = (NW) 222.73 INV OUT = 222.73 PROP. 119 LFOF 8" CLASS 50 DIP@ 0.50% SLOPEP R O P . 1 1 5 L F O F 8 " C L A S S 5 0 D I P @ 0 . 5 0 % S L O P E PROP. 9 LF OF 8" CLASS 50 RJDI @ 1.00% SLOPE PRO P. 1 7 5 L F OF 8" C L A S S 5 0 DI P @ 1.2 8 % S L O P E HOKE LOOP ROADCOCOCOPROP. 4" CO AREA A OUTFALL STA. 10+15 OFFSET: 19.09' RIM: 250.13 INV = 245.13 PROP. 4" CO AREA A OUTFALL STA. 11+56 PROP. 203 LF OF 24" STEEL ENCASEMENT (0.375" THICK) W/ PROP. 203 LF OF 8" CLASS 50 RJDI INSTALLED BY GUIDED BORE AND JACK METHOD @ 1.00% SLOPE PROP. 5 LF OF 8" CLASS 50 RJDI @ 1.00% SLOPE VIRGIL W. HOLLIDAY AND SANDRA L. HOLLINGSWORTH 6721 PUDY STREET PIN# 9477-84-5863- DB 4380, PG 872 JARVIS C. MCNEILL AND WIFE CAROLINE D. MCNEILL 1256 HOKE LOOP ROAD PIN# 9477-84-7655- DB 5099, PG 800 78 LAURA D. LLOYD 1234 HOKE LOOP ROAD PIN# 9477-84-8444- DB 3670, PG 189 77 INSPIRATIONAL TEMPLE ASCENSION CHURCH OF GOD 1259 HOKE LOOP ROAD PIN# 9477-84-9173- DB 9504, PG 659 76 LAURA D. LLOYD 1234 HOKE LOOP ROAD PIN# 9477-84-8444- DB 3670, PG 189 77 (PROP.) (EXIST.) (EXIST.) PROP. 20'X40' ENTRY PIT W/ THEORETICAL 1:1 SIDE SLOPES PROP. 10'X10' RECEIVING PIT W/ THEORETICAL 1:1 SIDE SLOPES 2402 4 5 2 5 0 245255 COCO0+001+002+00 PROP. 4" CO AREA A OUTFALL STA. 10+51 OFFSET: 13.50' RIM: 246.88 INV = 240.88COLAYDEN, ROBERT 1060 CHRISTINA ST 9477-84-9697 WICKER, JUSTIN PHILIP & WIFE 1056 CHRISTINA ST 9477-84-8782 BLYTHE, LARRY & WIFE JENNIFER 1048 CHRISTINA STCOPROP. A8 AREA A OUTFALL - STA. 8+96 4' DIA. MANHOLE W/ CAM LOCK RING & COVER RIM: 246.97 INV IN = (NE) 230.94 INV OUT = 230.84 PROP. 4" CO AREA A OUTFALL STA. 8+04 OFFSET: 13.50' RIM: 252.75 INV = 247.7530'10'10'243254252253252 251PROP. A4 AREA A OUTFALL - STA. 5+17 HOKE LOOP COLLECTOR - STA. 0+00 5' DIA. MANHOLE W/ CAM LOCK RING & COVER W/ 1-8" DROP STRUCTURE RIM: 253.86 INV IN = (SW) 243.13 INV IN = (N) 228.73 INV OUT = 228.63 30'COPROP. A2 AREA A OUTFALL - STA. 1+25 4' DIA. MANHOLE W/ CAM-LOCK RING & COVER W/ VENT RIM: 234.69 INV IN = (W) 224.12 INV OUT = 224.02 30' PERMANENT EASEMENT 15' TEMPORARY CONSTRUCTION EASEMENT 232235230253 2462472482 4 9 2 4 8 2 4 7246 243 2 4 2 2 4 1237239238PROP. 4" CO AREA A OUTFALL STA. 2+00 OFFSET: -13.50' RIM: 243.11 INV = 238.11 CITY OF FAYETTEVILLE PIN# 9477-94-2142- DB 5008, PG 0011 75 15' TEMPORARY CONSTRUCTION EASEMENT 247LLOYD, MICHAEL W 6504 BONNIE BELL LN PIN# 9477-84-6452- DB 6271, PG 550 30' PERMANENT EASEMENT 20' 15' TEMPORARY CONSTRUCTION EASEMENT4" DIP4" DIP4" DI P PROP. 17 5 L F OF 8" CL A S S 5 0 D I P @ 0.51% S L O P E4" D IP TEMPORARY ACCESS DRIVEWAY 1 SEE EROSION CONTROL PLANS FOR DETAILS TEMPORARY ACCESS DRIVEWAY 2 SEE EROSION CONTROL PLANS FOR DETAILS PROP. 125 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE 0.121 ACRES CLEAR & GRUB, TEMP ESMT 0.204 ACRES CLEAR & GRUB, PERM ESMT 0.144 ACRES CLEAR & GRUB, PERM ESMT 0.096 ACRES CLEAR & GRUB, TEMP ESMT 0.032 ACRES CLEAR & GRUB, TEMP ESMT 0.023 ACRES CLEAR & GRUB, TEMP ESMT 0.017 ACRES CLEAR & GRUB, TEMP ESMT 0.013 ACRES CLEAR & GRUB, TEMP ESMT 0.074 ACRES CLEAR & GRUB, TEMP ESMT PROP. 20 0 L F OF 8" CL A S S 5 0 D I P @ 0.50% S L O P E 4" DIP15' TEMPORARY CONSTRUCTION EASEMENT EXIST. WETLAND BOUNDARY PROP. ANTI-SEEP COLLAR PROP. ANTI-SEEP COLLAR TEMPORARY WETLAND IMPACT (AW1-T1) (0.04 ACRES) (1854.18 SF) TEMPORARY WETLAND IMPACT (AW1-T2) (0.02 ACRES) (796.68 SF) SEE SHEET C9 FOR PLAN & PROFILE B-1 B-2 B-3SUE1SUE20+001+00PROP. A61 AREA A OUTFALL - STA. 7+21 AREA A OUTFALL STUB-OUT - STA. 0+00 5' DIA. MANHOLE W/ 1-8" DROP STRUCTURE W/ CAM LOCK RING & COVER RIM: 252.66 INV IN = (NW) 229.95 INV IN = (W) 244.01 INV OUT = 229.85 PROP. 89 LF OF 8" CLASS 50 DIP @ 0.50% SLOPE 0.195 ACRES CLEAR & GRUB, PERM ESMT 15'15' 79 87 15'PERMANENT WETLAND IMPACT (AW1-P) (0.06 ACRES) (2536.66 SF) SEE SHEET C18 FOR PLAN & PROFILE SEE SHEET C17 FOR PLAN & PROFILE TEMPORARY STREAM IMPACT (S1) (83 LF)0+001+00 MATCHLINE 11+00 SEE SHEET C9SHEET SERIES-VERT: 1"=SCALE:SURVEY/GPS BY:HOR: 1"=DRAWN BY:DATE:REVISIONSDATEBYP.O. Box 1089, Fayetteville, NC 28302WATER RESOURCES ENGINEERINGOF THE CITY OF FAYETTEVILLEElectric & Water Utilities955 Old Wilmington Road, Fayetteville, NC 28301CHECKED BY:community infrastructure consultantsTransportationUrban DevelopmentGeomaticsWater Resources++NC. LICENSE NO. F-0374720 Corporate Center DriveRaleigh, North Carolina 27607(v) 919.782.0495(f) 919.782.9672www.wkdickson.comAREA A OUTFALLANNEXATION PHASE V, AREA 24SHEET # C8AMH/MPSTEWART4/1/2019404FINAL DESIGN-FOR REVIEW20190126.00.RADKPFAYETTEVILLE, NORTH CAROLINA0 1 inch = ft. ( IN FEET ) GRAPHIC SCALE HORIZ.: 1 inch = ft.VERT.: 40 40 4020 80 4 CO WMWM ELECTRIC PEDESTAL IRRIGATION VALVE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL POSTLIGHT POLE TELEVISION PEDISTAL BUSH DROP INLET FINISH FLOOR IRON PIPE FOUND FIRE HYDRANT DRAINAGE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC LINE WATER METER SIGNINVERT UNDERGROUND TELEPHONE UNDERGROUND TELEVISION CABLE LINE MAILBOX SSx SSx SSx SSx SSx SSx SSx SANITARY SEWER LINE & MANHOLE CONCRETE MONUMENT WATER LINE & VALVE LEGEND PROP. SEWER, CLEAN OUT & MANHOLE PROP. WATER LINE & METER PROP. STORM DRAINAGE PROP. EASEMENT PROP. TEMPORARY CONSTRUCTION EASEMENT SOIL BORING LOCATION SEE GEOTECHNICAL REPORT ST APRROX EXIST SEPTIC TANK W LAMP UNDERGROUND GAS (APPROX. LOCATION) COMMUNICATION LINE (APPROX. LOCATION)BV RP GP PROP. REVERSE PLUMBING PROP. BACKWATER VALVE PROP. GRINDER PUMP PROP. SAFETY FENCE L:\Projects\Fayetteville Public Works Commission\2019012600RA - Annexation Areas 24\CADD\Plan Set\2019012600_SHT AREA A_OUTFALL.dwg 2/7/2020 10:39:31 AMNC STATE PLANE NAD83, NAVD88 GENERAL NOTE: 1.CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE PROPOSED SEWER LATERAL INSTALLATION WITH THE EXISTING UTILITIES. CONTRACTOR SHALL USE PWC STANDARD DETAIL S.12 SEWER SERVICE LATERAL UTILITY CONFLICT SEPARATION REQUIREMENTS ONLY WHEN APPROVED BY PWC PROJECT COORDINATOR. IN THE EVENT THAT A LATERAL HAS TO BE REMOVED HORIZONTALLY TO AVOID CONFLICT WITH EXISTING UTILITIES CONTRACTOR SHALL COORDINATE NEW LOCATION WITH PWC PROJECT COORDINATOR. SEPTIC TANK NOTE: 1.CONTRACTOR SHALL REPAIR ANY DAMAGE TO SEPTIC TANK AND/OR DRAIN FIELD, TO EXISTING OR BETTER CONDITION IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS, IMMEDIATELY UPON OCCURRENCE OF DAMAGE DURING CONSTRUCTION OF SEWER IMPROVEMENTS. CONTRACTOR SHALL PUMP AND HAUL SEPTIC CONTENTS AS NECESSARY DURING THE INTERIM BETWEEN SEPTIC SYSTEM DAMAGE AND REPAIR. NO SEPARATE PAYMENT.PROFESSIONAL ENGINEERNORTHCAROLINASEAL29430NELK.PEPLNAIDIIKSPWC DWG # DS-15379 SCALE: HOR 1"=40'; VERT 1"=4' AREA C OUTFALL 190 195 200 205 210 215 220 190 195 200 205 210 215 220 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+23AREA C OUTFALL - STA. 7+124' DIA. MANHOLE W/STANDARD RING & COVERRIM = 208.83INV. IN (NW) = 204.54INV. OUT = 203.83PROP. MH C6PROP. 95 L F 0F 8" CLA S S 5 0 D I P @ 2.24% S L O P EAREA C OUTFALL - STA. 6+164' DIA. MANHOLE W/STANDARD RING & COVERRIM = 207.59INV. IN (NW) = 201.69INV. OUT = 201.59PROP. MH C5PROP. 129 L F 0F 8" CLASS 5 0 D I P @ 1.62% SLO P EAREA C OUTFALL - STA. 4+874' DIA. MANHOLE W/STANDARD RING & COVERRIM = 205.06INV. IN (N) = 199.50INV. OUT = 199.40PROP. MH C4PROP. 159 LF 0F 8" CLASS 50 DIP @ 0.52% SLOPEAREA C OUTFALL - STA. 3+28PADDINGTON PL - STA. 0+00PROP. MH C34' DIA. MANHOLE W/STANDARD RING & COVERRIM: 204.92INV IN = (NW) 198.57INV IN = (NE) 200.33INV OUT = 198.47PROP. 191 LF 0F 8" CLASS 50 DIP @ 0.50% SLOPEAREA C OUTFALL - STA. 1+374' DIA. MANHOLE W/STANDARD RING & COVERRIM = 202.42INV. IN (NW) = 197.51INV. IN (E) = 198.54INV. OUT = 197.41PROP. MH C2PROP. 137 LF 0F 8" CLASS 50 DIP @ 0.50% SLOPEAREA C OUTFALL - STA. 0+004' DIA. MANHOLE W/STANDARD RING & COVERRIM = 201.57INV. IN (NE) = 196.73INV. IN (NW) = 196.14INV. OUT = 196.14PROP. MH C1EXIST. GROUND0+001+002+00 3+00 4+00 5+00 6+00 7+00 7+29.090+001+002 + 0 0 2+00 3+00 4+00 4+32.18 PROP. 1 9 1 L F OF 8" C L A S S 5 0 D I P @ 0.50% S L O P EPROP. 137 LFOF 8" CLASS 50 D IP@ 0 .50% SLOPE PROP. 95 LF OF 8" CLASS 50 DIP @ 2.24% SLOPE PROP . 1 2 9 L F OF 8" C L A S S 5 0 D I P @ 1.6 2 % S L O P E PROP. 159 L F OF 8" CLA S S 5 0 D I P @ 0.52% S L O P E SCOTT D A L E D R I V E10'PROPOSEDEASEMENTTCEC L I F FD A L E RO A D 20'COCOCOCOBEATON, CHARLES E & WIFE 1134 PADDINGTON PL DB 3205, PG 834 PIN 9487-00-4303 MCDANIEL, KENNETH W II & WIFE 7713 SCOTTSDALE DR DB 7940, PG 175 PIN 9487-00-2437 CRUSE, JULIUS B & WIFE 7717 SCOTTSDALE DR DB 4951, PG 223 PIN 9487-00-1554 OWINGS, MICHAEL J & KRISTIN A 1142 PADDINGTON PL DB 7848, PG 116 PIN 9487-00-4174 HOOPER, THOMAS H & WIFE 1138 PADDINGTON PL DB 8744, PG 335 PIN 9487-00-3265 NICHOLS, KAREN M 7721 SCOTTSDALE DR DB 9277, PG 210 PIN 9487-00-0670 DUVALL, STACIE 1141 PADDINGTON PL DB 9090, PG 9 PIN 9487-00-5191 SARELAS, JESSICA L 7709 SCOTTSDALE DR DB 7957, PG 150 PIN 9487-00-2398 PROP. MH C5 AREA C OUTFALL - STA. 6+16 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 207.59 INV IN = (NW) 201.69 INV OUT = 201.59 PROP. MH C4 AREA C OUTFALL - STA. 4+87 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 205.06 INV IN = (N) 199.50 INV OUT = 199.40PROP. MH C3 AREA C OUTFALL - STA. 3+28 PADDINGTON PL - STA. 0+00 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 204.92 INV IN = (NW) 198.57 INV IN = (NE) 200.33 INV OUT = 198.47 PROP. MH C2 AREA C OUTFALL - STA. 1+37 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 202.42 INV IN = (NW) 197.51 INV IN = (E) 198.54 INV OUT = 197.41 PROP. MH C1 AREA C OUTFALL - STA. 0+00 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 201.57 INV IN = (NE) 196.73 INV IN = (NW) 196.14 INV OUT = 196.14 PROP. MH C6 AREA C OUTFALL - STA. 7+12 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 208.83 INV IN = (NW) 204.54 INV OUT = 203.83 PROP. 4" CO AREA C OUTFALL - STA. 1+37 OFFSET: 8.51' RIM: 202.71 INV = 198.71 PROP. 4" CO AREA C OUTFALL - STA. 7+20 OFFSET: 0.52' RIM: 208.72 INV = 204.72 SUE1 SUE2 B1 B2 B3 TEMPORARY WETLAND IMPACT (CW2-T) (0.02 ACRES) (926.22 SF) PERMANENT WETLAND IMPACT (CW2-P) (0.04 ACRES) (1683.29 SF) TEMPORARY STREAM IMPACT (S2) (36 LF)SHEET SERIES-VERT: 1"=SCALE:SURVEY/GPS BY:HOR: 1"=DRAWN BY:DATE:REVISIONSDATEBYP.O. Box 1089, Fayetteville, NC 28302WATER RESOURCES ENGINEERINGOF THE CITY OF FAYETTEVILLEElectric & Water Utilities955 Old Wilmington Road, Fayetteville, NC 28301CHECKED BY:community infrastructure consultantsTransportationUrban DevelopmentGeomaticsWater Resources++NC. LICENSE NO. F-0374720 Corporate Center DriveRaleigh, North Carolina 27607(v) 919.782.0495(f) 919.782.9672www.wkdickson.comSCOTTSDALE OUTFALLANNEXATION PHASE V, AREA 24SHEET # C40AMH/MPSTEWART4/1/2019404PRELIMINARY DRAWINGS20190126.00.RAMWFFAYETTEVILLE, NORTH CAROLINA0 1 inch = ft. ( IN FEET ) GRAPHIC SCALE HORIZ.: 1 inch = ft.VERT.: 40 40 4020 80 4 CO WMWM ELECTRIC PEDESTAL IRRIGATION VALVE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL POSTLIGHT POLE TELEVISION PEDISTAL BUSH DROP INLET FINISH FLOOR IRON PIPE FOUND FIRE HYDRANT DRAINAGE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC LINE WATER METER SIGNINVERT UNDERGROUND TELEPHONE UNDERGROUND TELEVISION CABLE LINE MAILBOX SSx SSx SSx SSx SSx SSx SSx SANITARY SEWER LINE & MANHOLE CONCRETE MONUMENT WATER LINE & VALVE LEGEND PROP. SEWER, CLEAN OUT & MANHOLE PROP. WATER LINE & METER PROP. STORM DRAINAGE PROP. EASEMENT PROP. TEMPORARY CONSTRUCTION EASEMENT SOIL BORING LOCATION SEE GEOTECHNICAL REPORT ST APRROX EXIST SEPTIC TANK W LAMP UNDERGROUND GAS (APPROX. LOCATION) COMMUNICATION LINE (APPROX. LOCATION)BV RP GP PROP. REVERSE PLUMBING PROP. BACKWATER VALVE PROP. GRINDER PUMP PROP. SAFETY FENCE L:\Projects\Fayetteville Public Works Commission\2019012600RA - Annexation Areas 24\CADD\Plan Set\2019012600_SHT AREA C_SCOTTDALE OUTFALL.dwg 2/7/2020 10:45:06 AMNC STATE PLANE NAD83, NAVD88 GENERAL NOTE: 1.CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE PROPOSED SEWER LATERAL INSTALLATION WITH THE EXISTING UTILITIES. CONTRACTOR SHALL USE PWC STANDARD DETAIL S.12 SEWER SERVICE LATERAL UTILITY CONFLICT SEPARATION REQUIREMENTS ONLY WHEN APPROVED BY PWC PROJECT COORDINATOR. SCALE: HOR 1"=40'; VERT 1"=4' BOND CT 190 195 200 205 210 215 220 225 190 195 200 205 210 215 220 225 0+50 1+00 1+50 2+00 2+50 3+00 3+13 SCALE: HOR 1"=40'; VERT 1"=4' SCOTTDALE DR-1 195 200 205 210 215 220 225 230 195 200 205 210 215 220 225 230 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+32BOND CT - STA. 0+004' DIA. MANHOLE W/STANDARD RING & COVERRIM = 204.85INV. IN (NW) = 200.59INV. OUT = 199.59PROP. MH B14PROP. 35 LF 0F 8" Ductile Iron Pipe @ 0.50% SLOPE BOND CT - STA. 0+354' DIA. MANHOLE W/STANDARD RING & COVERRIM = 206.07INV. IN (N) = 200.87INV. IN (NW) = 201.31INV. OUT = 200.77PROP. MH C15PROP. 28 LF 0F 8" Ductile Iron Pipe @ 0.50% SLOPEBOND CT - STA. 2+114' DIA. MANHOLE W/STANDARD RING & COVERRIM = 214.31INV. IN (E) = 201.85INV. IN (NW) = 210.08INV. IN (W) = 207.86INV. OUT = 201.75PROP. MH C16PROP. 102 LF 0F 8" PVC Pipe @ 0.50% SLOPE BOND CT - STA. 3+13SCOTTDALE DR-2 - STA. 0+00PROP. MH C174' DIA. MANHOLE W/STANDARD RING & COVERRIM: 212.83INV IN = (N) 203.90INV IN = (SE) 202.46INV OUT = 202.36SCOTTDALE DR-1 - STA. 0+00BOND CT - STA. 3+13PROP. MH C174' DIA. MANHOLE W/STANDARD RING & COVERRIM: 212.83INV IN = (N) 203.90INV IN = (SE) 202.46INV OUT = 202.36SCOTTDALE DR-1 - STA. 4+274' DIA. MANHOLE W/STANDARD RING & COVERRIM = 218.62INV. IN (NE) = 213.57INV. OUT = 212.90PROP. MH C21PROP. 115 LF 0F 8" PVC Pipe @ 0.50% SLOPESCOTTDALE DR-1 - STA. 3+114' DIA. MANHOLE W/STANDARD RING & COVERRIM = 218.13INV. IN (SE) = 212.33INV. OUT = 212.22PROP. MH C20PROP. 1 2 1 L F 0F 8" P V C P i p e @ 3.06% S L O P ESCOTTDALE DR-1 - STA. 1+914' DIA. MANHOLE W/STANDARD RING & COVERRIM = 214.53INV. IN (SE) = 208.53INV. OUT = 203.51PROP. MH C19PROP. 104 LF 0F 8" 8 inch PVC Main @ 0.50% SLOPESCOTTDALE DR-1 - STA. 0+874' DIA. MANHOLE W/STANDARD RING & COVERRIM = 211.58INV. IN (SE) = 202.99INV. OUT = 202.89PROP. MH C18PROP. 87 LF 0F 8" 8 inch PVC Main @ 0.50% SLOPE PROP. 112 LF 0F 8" Ductile Iron Pipe @ 0.50% SLOPE PROP. 36 LF 0F 8" Ductile Iron Pipe @ 0.50% SLOPE EXIST. GROUND EXIST. GROUND0+001+00 2+00 3 + 0 0 3 + 1 3 . 1 4 0+001+000+00 1+00 2+00 PROP. MH C16 BOND CT - STA. 2+11 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 214.31 INV IN = (E) 201.85 INV IN = (NW) 210.08 INV IN = (W) 207.86 INV OUT = 201.75 PROP. MH C15 BOND CT - STA. 0+35 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 206.07 INV IN = (N) 200.87 INV IN = (NW) 201.31 INV OUT = 200.77 PROP. MH B14 BOND CT - STA. 0+00 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 204.85 INV IN = (NW) 200.59 INV OUT = 199.59 BONDCOURT 10'PROPOSEDEASEMENTTCE20'COCOCOCOPROP. 4" CO BOND CT - STA. 0+41 OFFSET: -8.50' RIM: 206.52 INV = 201.52 PROP. 4" CO BOND CT - STA. 2+11 OFFSET: -55.87' RIM: 217.20 INV = 211.20 PROP. 4" CO BOND CT - STA. 1+81 OFFSET: -52.14' RIM: 216.06 INV = 209.06 PROP. MH C17 BOND CT - STA. 3+13 SCOTTDALE DR-2 - STA. 0+00 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 212.83 INV IN = (N) 203.90 INV IN = (SE) 202.46 INV OUT = 202.364" PVCPROP. 1 0 2 L FOF 8 " PVC P i p e@ 0 . 5 0% S LOPE PROP. 2 8 L F OF 8" Du c t i l e I r o n P i p e @ 0.50% S L O P E PROP. 35 LF OF 8" Ductile Iron Pipe @ 0.50% SLOPE PROP. 139 LF OF 8" Ductile Iron Pipe @ 0.12% SLOPE PROP. 36 LF OF 8" Ductile Iron Pipe @ 0.50% SLOPE PROP. 1 1 2 L F OF 8" Du c t i l e I r o n P i p e @ 0.50% S L O P E 4" PVC4 " P V C JOHNSON, MICHAEL R & WIFE 7704 BOND CT DB 8257, PG 93 PIN 9477-90-8895 GITTENS, LEON O & WIFE 7700 BOND CT DB 3594, PG 454 PIN 9477-90-9898 KELLEY, ROBERT NATHAN & WIFE 7705 BOND CT DB 4589, PG 496 PIN 9477-90-8695 MONGE, MICHAEL & WIFE 7725 SCOTTSDALE DR DB 7255, PG 232 PIN 9487-00-0628 NGUYEN, NGOC VAN & WIFE 7701 GUINEVERE CT DB 5117, PG 785 PIN 9477-91-9081 HARRIS, NATHANIEL P & WIFE 7708 BOND CT DB 8189, PG 376 PIN 9477-90-8723 NICHOLS, KAREN M 7721 SCOTTSDALE DR DB 9277, PG 210 PIN 9487-00-0670 HATFIELD, EDGAR LEE & WIFE 7720 SCOTTSDALE DR DB 3312, PG 519 BAKER, KYLE J & WIFE LINSEY A 7724 SCOTTSDALE DR DB 9818, PG 132 PIN 9487-00-1876 JOHNSON, AMANDA 7728 SCOTTSDALE DR DB 7538, PG 800 PIN 9487-00-1985 B4 B5 B9 SUE4 SUE7 SUE9 0+ 0 0 1+002+00 3+00 S TEMPORARY STREAM IMPACT (S3) (28 LF) 5+0 0 6+0 0 7+00 7+29.09 1 + 0 0 2 + 0 0 3+003+13.140+00 1+00 2+00 3+00 4+00 4+32.18 0+ 0 0 1 + 0 0 PROP. MH C18 SCOTTDALE DR-1 - STA. 0+87 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 211.58 INV IN = (SE) 202.99 INV OUT = 202.89 PRO P . 8 7 L F OF 8 " 8 i n c h P V C M a i n @ 0. 5 0 % S L O P E PROP. 104 LF OF 8" 8 inch PVC Main @ 0.50% SLOPE BONDCOURT10'PRO P O S E D EAS E M E N T TCE 20'SCOTTDALE D R I V E COCOCOPROP. MH C17 SCOTTDALE DR-1 - STA. 0+00 BOND CT - STA. 3+13 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 212.83 INV IN = (N) 203.90 INV IN = (SE) 202.46 INV OUT = 202.36 PROP. 4" CO SCOTTDALE DR-1 - STA. 4+29 OFFSET: -19.97' RIM: 219.97 INV = 213.97 PROP. MH C20 SCOTTDALE DR-1 - STA. 3+11 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 218.13 INV IN = (SE) 212.33 INV OUT = 212.22 PRO P . 8 7 L F OF 8 " 8 i n c h P V C M a i n @ 0. 5 0 % S L O P E PROP. 104 LF OF 8" 8 inch PVC Main @ 0.50% SLOPE PROP. 115 LF OF 8" PVC Pipe @ 0.50% SLOPEPROP. 121 L F OF 8" PVC P i p e @ 3.06% SLO P E 4" PVCPROP. MH C21 SCOTTDALE DR-1 - STA. 4+27 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 218.62 INV IN = (NE) 213.57 INV OUT = 212.90 PROP. MH C19 SCOTTDALE DR-1 - STA. 1+91 4' DIA. MANHOLE W/ STANDARD RING & COVER RIM: 214.53 INV IN = (SE) 208.53 INV OUT = 203.51 PROP. 104 LF OF 8" 8 inch PVC Main @ 0.50% SLOPE MCDANIEL, KENNETH W II & WIFE 7713 SCOTTSDALE DR DB 7940, PG 175 PIN 9487-00-2437 TAYLOR, JAIME & WIFE 1128 PADDINGTON PL DB 8686, PG 292 PIN 9487-00-4550 CRUSE, JULIUS B & WIFE 7717 SCOTTSDALE DR DB 4951, PG 223 PIN 9487-00-1554 THOMPSON, JEFFREY R & WIFE 1124 PADDINGTON PL DB 6961, PG 128 PIN 9487-00-4662 MONGE, MICHAEL & WIFE 7725 SCOTTSDALE DR DB 7255, PG 232 PIN 9487-00-0628 NICHOLS, KAREN M 7721 SCOTTSDALE DR DB 9277, PG 210 PIN 9487-00-0670 BREW, THOMAS R JR & WIFE 7712 SCOTTSDALE DR DB 4556, PG 558 PIN 9487-00-3643 SARELAS, JESSICA L 7709 SCOTTSDALE DR DB 7957, PG 150 PIN 9487-00-2398 DILLOW, DANIEL C 7716 SCOTTSDALE DR DB 7970, PG 414 PIN 9487-00-2782HATFIELD, EDGAR LEE & WIFE 7720 SCOTTSDALE DR DB 3312, PG 519 PIN 9487-00-2708 BAKER, KYLE J & WIFE LINSEY A 7724 SCOTTSDALE DR DB 9818, PG 132 PIN 9487-00-1876 B4 B5 B9 SUE4 SUE7 0+001+00 2 + 0 0 SHEET SERIES-VERT: 1"=SCALE:SURVEY/GPS BY:HOR: 1"=DRAWN BY:DATE:REVISIONSDATEBYP.O. Box 1089, Fayetteville, NC 28302WATER RESOURCES ENGINEERINGOF THE CITY OF FAYETTEVILLEElectric & Water Utilities955 Old Wilmington Road, Fayetteville, NC 28301CHECKED BY:community infrastructure consultantsTransportationUrban DevelopmentGeomaticsWater Resources++NC. LICENSE NO. F-0374720 Corporate Center DriveRaleigh, North Carolina 27607(v) 919.782.0495(f) 919.782.9672www.wkdickson.comBOND CT OUTFALL & SCOTTSDALE DR-1ANNEXATION PHASE V, AREA 24SHEET # C42AMH/MPSTEWART4/1/2019404PRELIMINARY DRAWINGS20190126.00.RAMWFFAYETTEVILLE, NORTH CAROLINA0 1 inch = ft. ( IN FEET ) GRAPHIC SCALE HORIZ.: 1 inch = ft.VERT.: 40 40 4020 80 4 CO WMWM ELECTRIC PEDESTAL IRRIGATION VALVE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL POSTLIGHT POLE TELEVISION PEDISTAL BUSH DROP INLET FINISH FLOOR IRON PIPE FOUND FIRE HYDRANT DRAINAGE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC LINE WATER METER SIGNINVERT UNDERGROUND TELEPHONE UNDERGROUND TELEVISION CABLE LINE MAILBOX SSx SSx SSx SSx SSx SSx SSx SANITARY SEWER LINE & MANHOLE CONCRETE MONUMENT WATER LINE & VALVE LEGEND PROP. SEWER, CLEAN OUT & MANHOLE PROP. WATER LINE & METER PROP. STORM DRAINAGE PROP. EASEMENT PROP. TEMPORARY CONSTRUCTION EASEMENT SOIL BORING LOCATION SEE GEOTECHNICAL REPORT ST APRROX EXIST SEPTIC TANK W LAMP UNDERGROUND GAS (APPROX. LOCATION) COMMUNICATION LINE (APPROX. LOCATION)BV RP GP PROP. REVERSE PLUMBING PROP. BACKWATER VALVE PROP. GRINDER PUMP PROP. SAFETY FENCE L:\Projects\Fayetteville Public Works Commission\2019012600RA - Annexation Areas 24\CADD\Plan Set\2019012600_SHT AREA C_BOND CT OUTFALL.dwg 2/7/2020 10:46:54 AMNC STATE PLANE NAD83, NAVD88 GENERAL NOTE: 1.CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE PROPOSED SEWER LATERAL INSTALLATION WITH THE EXISTING UTILITIES. CONTRACTOR SHALL USE PWC STANDARD DETAIL S.12 SEWER SERVICE LATERAL UTILITY CONFLICT SEPARATION REQUIREMENTS ONLY WHEN APPROVED BY PWC PROJECT COORDINATOR.