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Home My WebLink About20201786 Ver 1_17BP.6.R.73 Permit Drawings Final_202011200 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E. SIGNATURE: P.E. P.E. PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN09/08/99STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$STATE HIGHWAY DESIGN ENGINEERDEPARTMEN T O F TRA N S PORTATIONSTATE O F NORT H CAR O LI NAADT = = = = = 0 0 0 PROJECT ENGINEER NCDOT CONTACTCONTRACT:W.B.S. NO. SIGNATURE: VICINITY MAP 2012 STANDARD SPECIFICATIONS 4 MPH17BP.6.R.7317BP.6.R.73 2016 420 45 BRUCE PAYNE, P.E. CHRISTY WRIGHT HUFF, P.E. LOCATION PROJECT POND SINGLETARY BOOTS S WAMP NC-131 HWYROADCABBAGEMILL POND RD SINGLETARY CHURCH ROAD ZION HILL S WAMP C R AWLE Y ROADCENTER R OADC E NT E R ROAD HICKMAN 0.071 MILES 0.017 MILES 0.088 MILES NATHAN CHAPMAN, P.E. 20 401020 (919) 876-6888 NCBEES #F-0326 RALEIGH, NORTH CAROLINA 27609 1616 E. MILLBROOK ROAD, SUITE #160 LENGTH ROADWAY PROJECT 17BP.6.R.73 LENGTH STRUCTURES PROJECT 17BP.6.R.73 TOTAL LENGTH PROJECT 17BP.6.R.73 =TTST = 3% DUALS 3% GUIDELINES SUB-REGIONAL TIER LOCAL FUNC CLASS = RURAL OFF-SITE DETOUR PROJECT:4 824 20 401020 17BP.6.R.73 PE R/W, UTIL. CONSTR. 17BP.6.R.73 17BP.6.R.73 SR 1124 SR 1 1 2 2 SR 1100 S R 1 1 0 0 SR 1126 SR 1121 *V TYPE OF WORK: WIDENING, GRADING, PAVING, DRAINAGE, AND STRUCTURE BLADEN COUNTY BRIDGE NO. 080175 SINGLETARY MILL POND ROAD (SR 1124) WETLAND AND SURFACE WATER IMPACTS PERMIT LOCATION: STA 13+12.52 -L- BEGIN BRIDGE BEGIN PROJECT 17BP.6.R.73 STA 11+25.00 -L- STA 14+04.92 -L- END BRIDGE END PROJECT 17BP.6.R.73 STA 15+90.00 -L- N C -131 H W YTO 7 BOOTS SWAMPBOOTS SWAMPSHEET 1 OF 7 PERMIT DRAWING OVER BOOTS SWAMP (SR 1122)CABBAGE RD TO JULY 27, 2018 JANUARY 16, 2019 PER UTILITY COMPANY, THERE WILL BE NO UTILITY IMPACTS IN ANY WETLANDS ON THIS PROJECT. T WOODS 4' WIRE EXISTING R/W "BENCHTIE NAIL SET IN 30" TWIN ELM TREE" ELEV=112.08' 152.39'' RIGHT -BL- STA. 20+54.12 BM INV=103.30'36" RCP (DIRECTION ONLY) INVERT NOT LOCATED 14" D IP4' W IRE / 1SBW EX I STIN G R/W EX IST IN G R/ W EXISTING R/W EXISTING R/W EXISTING R/W #175 CONC BRIDGE S S 19' BST SINGLETARY MILL POND RD SR 1124 WOODS WOODS WOODS WOODS WOODS 19' BST S INGLETARY M ILL POND RD SR 1124 )4211 .oN RSCN( daoR dnoP lliM yratelgniS DESIGN DATA PROJECT LENGTH NA 2011NAD 83 /F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F ENGINEER 17BP.6.R.73 20'0'20' GRAPHIC SCALE $$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$ $$$$$$SYSTIME$$$$$ $$$$USERNAME$$$$ IMPACTS IN SURFACE WATER DENOTES TEMPORARY BETWEEN SR 1122 AND NC 131 HWY IN BLADEN COUNTY BRIDGE OVER BOOTS SWAMP ON SR 1124 (SINGLETARY MILL POND ROAD) 13+00 12+00 14+00 15+00 100 104 108 112 116 100 104 108 112 116 -L- STA 13+12.52BEGIN BRIDGE -L- STA 14+04.92END BRIDGE PROPOSED GRADE EXIST = (-)0.8476% EXIST = (+)0.2384% EXISTING GROUND DS = 55 MPH DS = 55 MPH -L- POC STA 14+54.85 BEGIN MILLING ELEV = 112.70 -L- POC STA 14+68.82 LOW POINT ELEV = 112.75 -L- POC STA 15+10.00 END GRADE -L- POC STA 15+90.00 END MILLING END CONSTRUCTION -L- POC STA 11+25.00 BEGIN MILLING BEGIN CONSTRUCTION ELEV = 114.01 -L- POC STA 11+65.00 BEGIN GRADE -L- POC STA 12+62.59 END MILLING PI = 12+35.00 EL = 113.35' (-)0.9528% (-)0.3000% VC = 80' K = 123 PI = 14+60.00 EL = 112.67' (-)0.3000%(+)0.1636% VC = 60' K = 129 11+00 12+00 13+00 14+00 15+00 16+00 30" TWIN ELM TREE" "BENCHTIE NAIL SET IN ELEV=112.08' 147.66'' RIGHT -L- STA. 13+02.87 BM OFF=31'LT STA.=11+49 OFF=48.75'LT STA.=11=70 OFF=52'LT STA.12+38 OFF=50'LT STA.=12+75 OFF=45'LT STA.=12+92 OFF=31'LT STA.=11+58 OFF=50'LT STA.=12+80 OFF=50'LT STA.=14+80 OFF=50'LT STA.=14+50 OFF=36'LT STA.=14+95 OFF=40'LT STA.=14+63 OFF=35'LT STA.=14+82 OFF=38'RT STA.=12+05 OFF=50'RT STA.=12+35 OFF=49'RT STA.=12+53 OFF=41'RT STA.=12+84 SITE 6 SITE 1 SITE 3 SITE 4 SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 5 SHEET 2 OF 7 PERMIT DRAWING 2 ROADWAY DESIGN R/W SHEET NO. ENGINEER HYDRAULICS SHEET NO.PROJECT REFERENCE NO.NA 2011NAD 83 /WETLAND DENOTES FILL INFF CLEARING IN WETLANDS DENOTES HAND PROPOSED BRIDGE TO BE REMOVED EXISTING BRIDGE CLASS 2 RIP RAP (TYP.) BURY 3.5 FT NORMAL TO CAP EXCAVATE TO ELEV. 106.5 (86 CY)BT-1 STA. 13+58.72 -L-EXCAVATE TO ELEV. 107.0 (81 CY) STEEL PILES (TYP.) HP 12x53 TS TS Office of: Prepared in the (919) 981-0451 (FAX) (919) 981-0310 Raleigh, NC 27607 4601 Lake Boone Trail Suite 3C NC FIRM LICENSE No: C-1684 ALPHA & OMEGA GROUP BOOTS SWAMPBOOTS SWAMPEL. = 105.6 SURFACE NORMAL WATER A&O PROJECT: 2017.025 EROSION CONTROL CLEARING LIMITS FOR -L- 11 ' 8:1 8:1 8:1 8:111' 11' 11' 11'33'-10" GREU TL-3 GREU TL-3 2' FDPS 2 ' FDPS 2' FDPS 2' FDPS9.7' 6'-4"6'-4" 4'-5" TYPE III TYPE III TYPE III TYPE III 9.7'9.9'11 ' 5'-6"5'-6" 6'-5" 7'-5" 7'-6" 6'-3" 6'-4"-L -GREU TL-3 GREU TL-311' 11' 11' 11' SBG SBG MCF T WOODS 14" D IP4' W IR E / 1SBW EXISTING R/W EXISTING R/W #175 CONC BRIDGE S S 19' BST SINGLETARY MILL POND RD SR 1124 WOODS WOODS 19' BST S INGLETARY M ILL POND RD SR 1124 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F105 105105105105105105105110110110 110 110110110 110)4211 .oN RSCN( daoR dnoP lliM yratelgniS 17BP.6.R.73 20'0'20' GRAPHIC SCALE $$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$ $$$$$$SYSTIME$$$$$ $$$$USERNAME$$$$ IMPACTS IN SURFACE WATER DENOTES TEMPORARY BETWEEN SR 1122 AND NC 131 HWY IN BLADEN COUNTY BRIDGE OVER BOOTS SWAMP ON SR 1124 (SINGLETARY MILL POND ROAD) 13+00 12+00 14+00 15+00 100 104 108 112 116 100 104 108 112 116 -L- STA 13+12.52BEGIN BRIDGE -L- STA 14+04.92END BRIDGE PROPOSED GRADE EXIST = (-)0.8476% EXIST = (+)0.2384% EXISTING GROUND DS = 55 MPH DS = 55 MPH -L- POC STA 14+54.85 BEGIN MILLING ELEV = 112.70 -L- POC STA 14+68.82 LOW POINT ELEV = 112.75 -L- POC STA 15+10.00 END GRADE -L- POC STA 15+90.00 END MILLING END CONSTRUCTION -L- POC STA 11+25.00 BEGIN MILLING BEGIN CONSTRUCTION ELEV = 114.01 -L- POC STA 11+65.00 BEGIN GRADE -L- POC STA 12+62.59 END MILLING PI = 12+35.00 EL = 113.35' (-)0.9528% (-)0.3000% VC = 80' K = 123 PI = 14+60.00 EL = 112.67' (-)0.3000%(+)0.1636% VC = 60' K = 129 11+00 12+00 13+00 14+00 15+00 16+00 30" TWIN ELM TREE" "BENCHTIE NAIL SET IN ELEV=112.08' 147.66'' RIGHT -L- STA. 13+02.87 BM OFF=31'LT STA.=11+49 OFF=48.75'LT STA.=11=70 OFF=52'LT STA.12+38 OFF=50'LT STA.=12+75 OFF=45'LT STA.=12+92 OFF=31'LT STA.=11+58 OFF=50'LT STA.=12+80 OFF=50'LT STA.=14+80OFF=50'LT STA.=14+50 OFF=36'LT STA.=14+95 OFF=40'LT STA.=14+63 OFF=35'LT STA.=14+82 OFF=38'RT STA.=12+05 OFF=50'RT STA.=12+35 OFF=49'RT STA.=12+53 OFF=41'RT STA.=12+84 SITE 6 SITE 1 SITE 3 SITE 4 SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 5 SHEET 3 OF 7 PERMIT DRAWING 3 R/W SHEET NO.NA 2011NAD 83 /WETLAND DENOTES FILL INFF CLEARING IN WETLANDS DENOTES HAND PROPOSED BRIDGE TO BE REMOVED EXISTING BRIDGE CLASS 2 RIP RAP (TYP.) BURY 3.5 FT NORMAL TO CAP EXCAVATE TO ELEV. 106.5 (86 CY)BT-1 STA. 13+58.72 -L-EXCAVATE TO ELEV. 107.0 (81 CY) STEEL PILES (TYP.) HP 12x53 TS TS Office of: Prepared in the (919) 981-0451 (FAX) (919) 981-0310 Raleigh, NC 27607 4601 Lake Boone Trail Suite 3C NC FIRM LICENSE No: C-1684 ALPHA & OMEGA GROUP BOOTS SWAMPBOOTS SWAMPEL. = 105.6 SURFACE NORMAL WATER PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER SHEET NO. ENGINEER HYDRAULICS A&O PROJECT: 2017.025 EROSION CONTROL CLEARING LIMITS FOR -L- 11 ' 8:1 8:1 8:1 8:111' 11' 11' 11'33'-10" GREU TL-3 GREU TL-3 2' FDPS 2 ' FDPS 2' FDPS 2' FDPS9.7' 6'-4"6'-4" 4'-5" TYPE III TYPE III TYPE III TYPE III 9.7'9.9'11 ' 5'-6"5'-6" 6'-5" 7'-5" 7'-6" 6'-3" 6'-4"-L -GREU TL-3 GREU TL-311' 11' 11' 11' SBG SBG MCF T WOODS 14" D IP4' W IR E / 1SBW EXISTING R/W EXISTING R/W #175 CONC BRIDGE S S 19' BST SINGLETARY MILL POND RD SR 1124 WOODS WOODS 19' BST S INGLETARY M ILL POND RD SR 112 4 )4211 .oN RSCN( daoR dnoP lliM yratelgniS F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/16105 105 110 110 115 115 120 120 100 100 11+50.00 105 105 110 110 115 115 120 120 100 100 11+75.00 105 105 110 110 115 115 120 120 100 100 12+00.00 X-217BP.6.R.73 -L- 2.5 5 BEGIN FILL IN WETLAND BEGIN FILL IN WETLAND SHEET 4 OF 7 PERMIT DRAWING CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING END FILL IN WELTLAND CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING END FILL IN WELTLAND 114.15 0.087 0.0613.59:1 4 .4 5 :1114.27113.91 4 .5 3 :1 3:1 0.085 0.061 113.94113.63 4 .6 3 :1 3:1 0.074 0.054 113.76 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/16105 105 110 110 115 115 120 120 100 100 12+25.00 105 105 110 110 115 115 120 120 100 100 12+50.00 105 105 110 110 115 115 120 120 100 100 12+75.00 X-317BP.6.R.73 -L- 2.5 5 BEGIN FILL IN WETLAND BEGIN FILL IN WETLAND BEGIN FILL IN WETLAND SHEET 5 OF 7 PERMIT DRAWING BEGIN HAND CLEARING CLEARING IN WETLAND LIMIT OF HAND CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING END FILL IN WELTLAND BEGIN HAND CLEARING CLEARING IN WETLAND LIMIT OF HAND CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING END FILL IN WELTLAND CLEARING IN WETLAND LIMIT OF HANDBEGIN HAND CLEARING CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING END FILL IN WELTLAND 113.30 3:13:1 0.063 0.043 113.58112.95 3:13:1 0.052 0.040 113.43112.57 3:13:1 0.0410.040 113.32 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/16105 105 110 110 115 115 120 120 100 100 14+50.00 105 105 110 110 115 115 120 120 100 100 14+75.00 105 105 110 110 115 115 120 120 100 100 15+00.00 X-617BP.6.R.73 -L- 2.5 5 BEGIN FILL IN WETLAND SHEET 6 OF 7 PERMIT DRAWING BEGIN HAND CLEARING END FILL IN WELTLAND CLEARING IN WETLAND LIMIT OF HAND BEGIN HAND CLEARING CLEARING IN WETLAND LIMIT OF HAND 112.55 3.66:13:1 0.053 0.040 112.79112.65 4 . 1 3 :13:1 0.064 0.040 112.74112.73 6 .84 :1 3.98:1 0.070 0.038 112.74 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)111+49 LT TO 12+92 LT HAND CLEARING IN WETLANDS0.020211+58 LT to 12+80 LT FILL IN WETLANDS0.020313+45 LT TO 13+73 LTTEMPORARY STREAM IMPACTS0.020 35414+63 LT TO 14+82 LT FILL IN WETLANDS0.001514+50 LT TO 14+95 LTHAND CLEARING IN WETLANDS0.010612+05 RT TO 12+84 RTHAND CLEARING IN WETLANDS0.013TOTALS*: 0.021 0.043 0.020 35*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 7 OF 7PERMIT DRAWINGJanuary 28, 2019BLADEN COUNTYNC DEPARTMENT OF TRANSPORTATION17BP.6.R.73 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS