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HomeMy WebLinkAbout20180410 Ver 1_Overall Drainage Plan_201803220+001+002+003+004+004+691 0 + 0 8 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 20+0021+0021+57-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+002 2 + 0 0 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0034+0035+0036+0037+0038+0039+0040+0041+0042+0042+660+0 0 1+0 0 2+00 3+00 4+00 5 + 0 0 5 + 7 9 0+001+002+003+003+650+001+002+002+600+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+140+001+002+003+003+120+001+002+002+04WOHE OHE OHE OHE WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCRWCR WCR San. Sew. M.H. Sta. 1+84 Rim El. 222.05 Inv. El. 8" In 215.43 Inv. El. 8" Out 214.10 San. Sew. M.H. Sta. 9+69.62 Rim El. 233.28 Inv. El. 4" In 226.63 Inv. El. 8" Out 226.05San. Sew. M.H. Sta. 19+11.29 Rim El. 232.78 Inv. In (NE) 223.84 Inv In (NW) 219.26 Inv. Out 219.22 San. Sew. M.H. Rim El. 228.95 Shelf 221.96 Inv. El. 8" Out 221.45 San. Sew. M.H. Rim El. 235.93 Shelf 230.00 Inv. El. 8" Out 229.59 WCR WCR WCR WCR WWWW WWWWWWWWWWW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWWWWWWWWWWW W WWWW W W W W W W W WWWW W WWWWWWWWWW WWSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSS S SS SS SS SSSS SSSS SSSS SSSS SSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SSSSSS SSSSSSSSSS SS SS SS SS SS SS SS SS OHE OHE OHE OHE WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCRWCR WCR San. Sew. M.H. Sta. 1+84 Rim El. 222.05 Inv. El. 8" In 215.43 Inv. El. 8" Out 214.10 San. Sew. M.H. Sta. 9+69.62 Rim El. 233.28 Inv. El. 4" In 226.63 Inv. El. 8" Out 226.05San. Sew. M.H. Sta. 19+11.29 Rim El. 232.78 Inv. In (NE) 223.84 Inv In (NW) 219.26 Inv. Out 219.22 San. Sew. M.H. Rim El. 228.95 Shelf 221.96 Inv. El. 8" Out 221.45 San. Sew. M.H. Rim El. 235.93 Shelf 230.00 Inv. El. 8" Out 229.59 WCR WCR WCR WCR STMSTM STM STMSTM STM STMSTM STMSTM STM S TM S TM S TM STMSTM S TMSTMS TM STM STMSTMSTM S TM STMSTM S TM S TM S TM PHA SE 1 PHA SE 1 PHA SE 2 PHA SE 3 P H A S E 1 P H A S E 3 PHASE 2 PHASE 3PHAS E 2PHAS E 1PHASE 1PHASE 2 PHA SE 2 PHA S E 1 PHA SE 2 PHA SE 1 STM STM scale SHEET drawn by date reviewed checked revisionno.bydateOF Field Book No.DEVELOPMENT BYjob no. FEB 2018 JMK GEP BKB OVERALL DRAINAGE PLAN"A Zero Lot Line" DevelopmentHIGHCROFT OF FAYETTEVILLECumberland County 71st Township Fayetteville,NC357 N/A 17-2643-01 1" = 100' OVERALL DRAINAGE PLAN20680S E A LN.C. GRID (NAD 83)050100 100 200 300 SCALE 1" = 100' 4 6 ' - 1 5 " RCP@ 0 . 5 0%46' - 24" RCPCL IV @ 0.30%24' - 15" RCP @ 0.50 %46' - 15" RCP @ 0.50 %46' - 30" RCP @ 0.50 %35' - 18" RCP @ 0.50 % 72' - 36" RCP @ 0.40% 32' - 15" RCP @ 0.50%24' - 15" RCP @ 0.50 %25' - 15" RCP@ 0.50 % 7 4 ' - 3 0 " RC P @ 0 . 6 0% 46' - 3 0" R C P @ 0.30 %46' - 15" RCP @ 0.50 % 1 7 1 ' - 3 0 " RCP @ 0 . 3 5%24' - 15" RCP@ 0.50%180' - 54" RCP @ 0.50%90' - 24" RCP @ 0.50%177' - 30" RCP @ 0.30%29' - 30 " RCP @ 0 .30% 35' - 15" RCP @ 0.50% 24' - 15" RCP @ 0.50%236' - 30" RCP @ 0.50%207' - 30" RCP @ 0.50%55' - 36" RCP @ 0.45%53' - 36" RCP @ 0.60%53' - 36" RCP @ 0.60%2 4 ' - 1 5 " R C P@ 0 . 5 0 %53' - 36" RCP @ 0.70 % 53' - 3 6" R C P @ 0.7 0 % 63' - 3 6 " R C P @ 0. 7 0 % STA 17+19 (SD) RT CB 17C GRATE: 230.61 15" IN: 227.49 36" IN/OUT: 222.22 24' - 15" RCP @ 0.50 % STA 17+19 (SD) LT CB 16C GRATE: 230.61 15" OUT: 227.61 6 0 ' - 3 6 " RC P @ 0 . 6 0% STA 16+56 (SD) RT CB 17B (DOUBLE) GRATE: 230.34 18" IN: 227.22 36" IN/OUT: 222.58 24' - 18" RCP @ 0.50 % STA 16+56 (SD) LT CB 16B (DOUBLE) GRATE: 230.34 18" OUT: 227.34 24' - 15" RCP @ 0.50 %24' - 15" RCP @ 0.50 % STA 8+01 (SD) RT CB 7B GRATE: 234.58 15" IN: 231.46 30" IN/OUT: 227.61 24' - 15" RCP @ 0.50 % STA 8+01 (SD) LT CB 6B GRATE: 234.58 15" OUT: 231.5852' - 15" RCP @ 0.50%HOKE CO.CUMB. CO.HOKE LOOP RD.SCOTTS MILL SOUTH AT TREYBURN CLIFFDALE RD.VICINITY MAPCUMB. CO.HOKE CO.SITE S.R. 1593401 U SRAEFORD RD. 54" CONC. HDWL INV: 219.50 STA 2+60 FES INV: 212.70 STA 0+00 4'X4' (ID) OCS RIM: 222.50 24" OUT: 214.00 260' - 24" RCP @ 0.50%46' - 30" RCP @ 0.30%1 2 0 ' - 2 4 " RC P @ 0 . 4 0% 3 5 ' - 3 0 " RCP @ 0 . 0% 15 5 ' - 2 4 " RCP @ 0 .5 0%42' - 18" RCP @ 0.50%46' - 15" RCP @ 0.50 %24' - 15" RCP @ 0.50 % STA 40+24 (SD) RT CB 48C GRATE: 235.06 15" OUT: 231.05 STA 2+94 (LGD) LT CB 70A GRATE: 232.97 15" OUT: 229.97 STA 4+46 (LGD) LT = STA 18+56 (PD) LT CB 70B GRATE: 232.22 15" OUT: 229.27 STA 4+81 (LGD) LT = STA 18+63 (PD) RT CB 72A GRATE: 232.61 15" OUT: 229.61 STA 39+56 (SD) RT CB 48B (DOUBLE) GRATE: 234.76 15" IN: 231.04 18" OUT: 230.72 STA 0+23 (LGD) LT = STA 39+31 (SD) LT CB 49 GRATE: 234.34 15" OUT: 231.00 STA 0+23 (LGD) RT = STA 39+79 (SD) LT CB 50 (OVERSIZED BOX) GRATE: 234.34 15" IN: 230.76 18" IN: 230.51 24" OUT: 230.01 STA 1+74 (LGD) LT CB 68 GRATE: 233.58 15" OUT: 230.58 STA 1+74 (LGD) RT CB 69 GRATE: 233.58 15" IN: 230.46 24" IN/OUT: 229.55 STA 2+94 (LGD) RT CB 71A GRATE: 232.97 15" IN: 229.85 24" IN/OUT: 229.07 STA 4+46 (LGD) RT = STA 18+10 (PD) LT CB 71B GRATE: 232.22 15" IN: 229.04 24" IN: 228.29 30" OUT: 227.79 STA 4+81 (LGD) RT = STA 18+10 (PD) RT CB 72B GRATE: 232.61 15" IN: 229.35 30" IN/OUT: 227.68 48' - 1 5" R C P @ 0. 5 0 % 57' - 15" RCP @ 0.50% 1 5 2 ' - 2 4 " R C P @ 0 . 3 0%24' - 15" RCP @ 0.50 %52' - 15" RCP @ 0.50 % 37' - 15" RCP @ 0.50%46' - 15" RCP @ 0.50%STA 21+32 (PD) RT = STA 31+62 (SD) LT CB 39 GRATE: 233.14 15" IN/OUT: 230.28 STA 21+35 (PD) LT = STA 32+08 (SD) LT CB 40 GRATE: 233.51 15" OUT: 230.51 STA 21+68 (PD) RT = STA 31+60 (SD) RT CB 38 GRATE: 233.14 15" IN: 230.10 24" IN: 227.71 30" OUT: 227.21 4 6 ' - 3 6 " RC P @ 0 . 6 0%264' - 30" RCP @ 0.50 % STA 11+90 (PD) LT = STA 12+06 (SD) RT CB 11B GRATE: 232.55 30" IN (2): 225.77 36" OUT: 225.27 STA 11+90 (PD) RT = STA 12+52 (SD) RT CB 12 GRATE: 232.32 15" IN: 229.09 36" IN/OUT: 224.99 STA 12+36 (PD) LT = STA 12+06 (SD) LT CB 10B GRATE: 232.55 24" IN: 226.41 30" OUT: 225.91 STA 12+36 (PD) RT = STA 12+52 (SD) LT CB 13 GRATE: 232.32 15" OUT: 229.32264' - 24" RCP @ 0.60 % STA 15+00 (PD) LT = STA 7+56 (LD) RT CB 57B GRATE: 232.91 15" IN: 229.68 24" IN/OUT: 228.00 STA 15+00 (PD) RT = STA 8+02 (LD) RT CB 58 GRATE: 232.66 30" IN/OUT: 226.13 STA 15+46 (PD) LT = STA 7+56 (LD) LT CB 56B GRATE: 232.91 15" OUT: 229.91 STA 15+46 (PD) RT = STA 8+02 (LD) LT CB 59 GRATE: 232.66 30" IN/OUT: 226.36 STA 10+81 (LD) RT CB 63A GRATE: 230.98 30" IN/OUT: 224.72 STA 11+32 (LD) LT CB 62 GRATE: 230.73 15" OUT: 227.73 STA 11+32 (LD) RT CB 63B GRATE: 230.73 15" IN: 227.61 30" IN/OUT: 224.46 1 2 5 ' - 3 0 " RCP @ 0 . 5 0% 5 1 ' - 3 0 " RCP @ 0 . 5 0% STA 12+00 (LD) LT CB 64 (DOUBLE) GRATE: 230.39 15" OUT: 227.39 STA 12+06 (LD) RT CB 65 (DOUBLE) GRATE: 230.39 15" IN: 227.26 30" IN: 224.02 36" OUT: 223.52 1 2 5 ' - 3 6 " RC P @ 0 . 3 5% STA 13+29 (LD) RT CB 66 GRATE: 229.97 36" IN/OUT: 223.08 62' - 3 6 " R C P @ 0 . 4 0 % STA 13+87 (LD) RT CB 67A GRATE: 231.26 36" IN/OUT: 222.83 73' - 3 6 " R C P @ 0 . 4 1 % STA 14+95 (LD) LT = STA 24+06 (SD) LT CB 31 GRATE: 232.33 15" OUT: 229.30 STA 14+57 (LD) RT CB 67B GRATE: 231.61 36" IN/OUT: 222.53 STA 23+61 (SD) RT CB 30B GRATE: 232.12 30" IN: 223.81 36" IN/OUT: 222.24 3 6 ' - 1 5 " R C P C L I V @ 0 . 5 0%24' - 15" RCP @ 0.50 % STA 0+22 (LD) LT = STA 2+65 (SD) LT CB 1C GRATE: 234.11 15" IN (2): 230.95 24" OUT: 230.20 STA 2+87 (LD) LT = STA 42+43 (SD) LT CB 51 GRATE: 235.26 15" OUT: 231.44 STA 0+22 (LD) RT = STA 3+10 (SD) LT CB 3 GRATE: 233.88 24" IN/OUT: 230.06 STA 2+59 (SD) RT CB 2 GRATE: 234.16 15" OUT: 231.13 STA 3+33 (LD) RT CB 53 GRATE: 235.03 18" IN: 230.78 24" OUT: 230.28 STA 3+33 (LD) LT = STA 42+43 (SD) LT CB 52 GRATE: 235.03 15" IN: 231.21 18" OUT: 230.96 1 4 3 ' - 2 4 " RCP @ 0 . 5 0% STA 4+76 (LD) LT CB 54 GRATE: 234.31 15" OUT: 231.31 STA 4+76 (LD) RT CB 55 GRATE: 234.31 15" IN: 231.19 24" IN/OUT: 229.56 24' - 15" RCP @ 0.50 % STA 6+01 (LD) RT CB 57A GRATE: 233.69 15" IN: 230.57 18" IN/OUT: 228.93 STA 6+01 (LD) LT CB 56A GRATE: 233.69 15" OUT: 230.69 1 5 5 ' - 2 4 " RCP @ 0 . 6 0% 1 5 5 ' - 3 0 " R C P @ 0 . 5 0% STA 9+56 (LD) LT CB 60 GRATE: 231.66 15" OUT: 228.66 STA 9+56 (LD) RT CB 61 GRATE: 231.66 15" IN: 228.54 30" IN/OUT: 225.35 1 2 5 ' - 2 4 " RCP @ 0 . 5 0%74' - 24" RCP @ 0.40%85' - 18 " RCP @ 0 .70% 5 3 ' - 1 8 " R C P @ 0 . 6 0 % STA 33+20 (SD) RT CB 42 GRATE: 232.62 15" IN: 229.32 18" IN: 229.07 24" OUT: 228.57STA 34+01 (SD) RT CB 44 GRATE: 232.99 18" IN/OUT: 229.66 STA 34+52 (SD) RT CB 45 GRATE: 233.25 18" IN/OUT: 229.98 STA 38+93 (SD) RT CB 48A GRATE: 235.04 15" OUT: 231.29 STA 35+02 (SD) RT CB 46B GRATE: 233.67 15" IN: 230.55 18" OUT: 230.30 STA 35+02 (SD) LT CB 47 GRATE: 233.67 15" OUT: 230.67 53' - 1 8 " R C P @ 0 . 6 0 % STA 33+20 (SD) LT CB 43 (DOUBLE) GRATE: 232.62 15" OUT: 229.44 24' - 1 5 " C L I V RCP @ 0 . 5 0 % 53' - 1 5 " R C P @ 0.5 0 %24' - 15" RCP @ 0.50%STA 35+53 (SD) RT CB 46A GRATE: 234.10 15" OUT: 230.82 63' - 15" R C P @ 0.50 %62' - 30" RCP @ 0.35%STA 20+47 (SD) RT CB 22 GRATE: 230.58 15" IN: 227.46 36" IN: 220.17 54" OUT: 218.67 STA 21+07 (SD) RT CB 24 GRATE: 230.84 36" IN/OUT: 220.61 STA 21+58 (SD) RT CB 25 GRATE: 231.10 36" IN/OUT: 220.98 STA 22+08 (SD) RT CB 26 GRATE: 231.25 15" IN: 228.23 36" IN/OUT: 221.35 STA 22+59 (SD) RT CB 28 GRATE: 231.61 36" IN/OUT: 221.67 STA 23+09 (SD) RT CB 29 GRATE: 231.86 36" IN/OUT: 221.99 STA 26+11 (SD) RT CB 32A GRATE: 232.60 30" IN/OUT: 225.05 STA 32+49 (SD) RT CB 41 GRATE: 232.93 24" IN/OUT: 228.26 STA 28+48 (SD) RT CB 32B GRATE: 230.95 15" IN: 227.83 30" IN/OUT: 226.23 STA 29+10 (SD) RT CB 34 GRATE: 231.32 15" IN: 228.15 30" IN/OUT: 226.45 STA 28+48 (SD) LT CB 33 (DOUBLE) GRATE: 230.95 15" OUT: 227.95 STA 29+06 (SD) LT CB 35 GRATE: 231.32 15" OUT: 228.32 STA 22+08 (SD) LT CB 27 GRATE: 231.35 15" OUT: 228.35 STA 29+83 (SD) RT CB 37 GRATE: 231.86 30" IN/OUT: 226.68 STA 29+56 (SD) RT CB 36 GRATE: 231.66 30" IN/OUT: 226.59 STA 28+24 (SD) 18" RCP CULVERT INV. OUT: 224.21 88' - 18" RCP @ 0.50%STA 28+24 (SD) 18" RCP CULVERT INV. IN: 224.65 STA 10+51 (SD) LT CB 10A GRATE: 233.32 15" OUT: 230.32 STA 10+51 (SD) RT CB 11A GRATE: 233.32 15" IN: 230.20 30"IN/OUT: 226.55 1 2 5 ' - 3 0 " RCP @ 0 . 4 5% 15 5 ' - 3 0 " RCP @ 0 . 50% 1 5 5 ' - 3 6 " R C P @ 0 . 6 0% STA 14+06 (SD) LT CB 14 GRATE: 231.55 15" OUT: 228.55 STA 14+06 (SD) RT CB 15 GRATE: 231.55 15" IN: 228.43 36" IN/OUT: 224.06 24' - 15" RCP @ 0.50 % STA 15+31 (SD) LT CB 16A GRATE: 230.92 15" OUT: 227.92 STA 15+31 (SD) RT CB 17A GRATE: 230.92 15" IN: 227.80 36" IN/OUT: 223.31 1 2 5 ' - 3 6 " RCP @ 0 . 6 0% 1 2 2 ' - 3 6 " RCP @ 0 . 6 0% 1 1 9 ' - 3 6 " RC P @ 0 . 6 0% STA 18+35 (SD) RT CB 18 GRATE: 231.21 36" IN/OUT: 221.51 53 ' - 3 6 " R C P @ 0 . 6 0 % STA 18+86 (SD) RT CB 19 GRATE: 231.35 36" IN/OUT: 221.19 53' - 3 6 " R C P @ 0 . 6 0 % STA 19+37 (SD) RT CB 20 GRATE: 231.10 36" IN/OUT: 220.87 STA 19+88 (SD) RT CB 21 GRATE: 230.85 36" IN/OUT: 220.55 53' - 36" RCP @ 0.60% STA 20+47 (SD) LT CB 23 (DOUBLE) GRATE: 230.58 15" OUT: 227.58 63' - 36" RCP @ 0.60%115' - 24" CL IVRCP @ 0.30 % 24' - 1 8 " C L I V RC P @ 0 . 5 0 % STA 1+13 (SD) LT CB 1A GRATE: 234.87 15" OUT: 231.72 STA 1+75 (SD) LT CB 1B GRATE: 234.55 15" IN/OUT: 231.4063' - 15" RCP @ 0.50%90' - 15" RCP @ 0.50%STA 4+29 (SD) LT CB 4 GRATE: 233.34 18" IN: 230.21 24" IN: 229.71 30" OUT: 229.21 STA 4+29 (SD) RT CB 5B (DOUBLE) GRATE: 233.34 (2) 15" IN: 230.58 18" OUT: 230.33 STA 3+70 (SD) RT CB 5A GRATE:233.59 15" OUT: 230.88 60' - 15" RCP @ 0.50%STA 4+79 (SD) RT CB 5C GRATE: 233.70 15" OUT: 230.84 STA 6+74 (SD) LT CB 6A GRATE: 235.21 30" IN/OUT: 228.12 STA 6+82 (SD) RT CB 7A GRATE: 235.18 30" IN/OUT: 228.03 25' - 30" RCP@ 0.35 % 1 2 1 ' - 3 0 " RCP @ 0 . 3 5% STA 9+26 (SD) LT CB 8 GRATE: 233.95 15" OUT: 230.95 STA 9+26 (SD) RT CB 9 GRATE: 233.95 15" IN: 230.83 30" IN/OUT: 227.11 1 2 5 ' - 3 0 " RCP @ 0 . 4 0%24' - 15" RCP @ 0.50 %140' - 30" RCP @ 0.35 % JB 1 RIM: 237.15 30" IN/OUT: 228.61 POND 158,277 SF 3.63 AC TBM TOP REBAR ELEV 235.96 TBM TOP REBAR ELEV 235.67 TBM TOP OF AXLE ELEV 236.45 TBM TOP OF EIS ELEV 231.20 TBM SPIKE IN 42' OAK ELEV 233.02 TBM SPIKE IN 18" PINE ELEV 229.78 TBM SPIKE IN 15" OAK ELEV 239.15 NOTES: 1.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2.ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. 3.ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401 LINING 4.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE, PWC AND NCDOT STANDARDS AND SPECIFICATIONS. 5.ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH PWC SPECIFICATIONS. TREE SAVE AREA (TYP.) TREE SAVE AREA (TYP.) STA 24+04 (SD) RT CB 30A GRATE: 232.33 15" IN: 229.14 30" IN/OUT: 224.02 43' - 30" RCP @ 0.50%