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Home My WebLink About20201785 Ver 1_17BP.6.R.76_Permit Drawings_20201120SHEET 1 OF 6 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 SITE 2 SITE 1 0 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 DESIGN LOCATION: 09/08/99STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS 0 00 09-JAN-2019 08:45R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.6.R.76_prm_tsh.dgn$$$$USERNAME$$$$STATE HIGHWAY DESIGN ENGINEERDEPARTMEN T O F TRANSPORTATIONSTATE O F NORT H CAR O LI NAADT == = = 0 0 0 PROJECT ENGINEER NCDOT CONTACTCONTRACT:W.B.S. NO. SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE OF WORK: WIDENING, GRADING, PAVING, DRAINAGE, AND STRUCTURE 4 17BP.6.R.76ROBESON COUNTY 17BP.6.R.76 2016 55 MPH LENGTH ROADWAY T.I.P. PROJECT 17BP.6.R.76 LENGTH STRUCTURES T.I.P. PROJECT 17BP.6.R.76 TOTAL LENGTH T.I.P. PROJECT 17BP.6.R.76 SHOP ROAD TO BARBER BRIDGE NO. 770239 UNION CHAPEL ROAD (SR 1515) OVER BURNT SWAMP BRUCE PAYNE, P.E. IAN BERDEAU, P.E. CHRISTY WRIGHT HUFF, P.E. (919) 876-6888 NCBEES #F-0326 RALEIGH, NORTH CAROLINA 27609 1616 E. MILLBROOK ROAD, SUITE #160 4,100 AUGUST 15, 2018 APRIL 17, 2019 State Ro a d 1 5 2 1 Huggins Rd St at e Ro a d 1 5 2 1 Ambay Rd Solomn Dr Oak Grove Ch Rd ELEMENTARY SCHOOL TO UNION CHAPEL LOCATION PROJECT 1516State Road 1658 State Road State Hi g h wa y 7 2 WE 4th Ave 5 -L- STA 12+87.38 BEGIN BRIDGE -L- STA 13+54.63 END BRIDGE -L- STA 15+90.00 END PROJECT 17BP.6.R.76 -L- STA 10+90.00 BEGIN PROJECT 17BP.6.R.76 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 0.012 MILES FUNC CLASS = LOCAL RURAL =3%TTST =3%DUALS GUIDELINES SUB-REGIONAL TIER 0.083 MILES S R 1 5 1 3 E vergree n C h urc h R d S R 1 5 1 3 E vergree n C h urc h R dSR 1513Evergreen Church RdSR 1318 Buie - Philadelphus Rd SR 1520Barber Shop RdSR 1515Cha pel RdUni on SR 1515Union Chapel Rd SR 1515 Un ion Chape l Rd UNION CHAPEL RD (SR 1515)-L- 20 10 20 40 20 10 20 40 OFF-SITE DETOUR PROJECT:(NOT FLOWI NG)BURNT SWAMP(NOT FLOWI NG)BURNT SWAMP65% RIGHT OF WAY PLANS PE 4 4 82 0.095 MILES V = THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES 2018 STANDARD SPECIFICATIONS R/W CONSTRUCTION AUGUST 30, 2018 17BP.6.R.76 17BP.6.R.76 17BP.6.R.76 WOODS BRUSH LINE BRUSH LINE WOODS NA 2011 NAD 83 / 72 IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL IN TS TS F F SHEET 2 OF 6 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.09-JAN-2019 08:45R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.6.R.76_prm_psh.dgn$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 417BP6.R.76 PAVED SHOULDER SEE SHEET S-1 THRU S-X FOR STRUCTURE PLANS SEE SHEET 6 FOR PROFILE VIEW IN WETLAND DENOTES HAND CLEARING 00 20 401020 SCALE 00 20 401020 SCALE WETLAND AND SURFACE WATER IMPACTS PERMIT TYPE III TYPE III TYPE III TYPE III -L- POT Sta. 10+00.00 -L- POT STA 13+65.50 END APPROACH SLAB -L- POT STA 12+76.50 BEGIN APPROACH SLAB -L- POT STA 12+87.38 BEGIN BRIDGE 4-5" 8:1 8:1 8:1 8:1 -L--L- 8:1 8:1 11' 11' 8:1 8:1 FDPS 4' 4' FDPS 4' FDPS 11' 11'11' 11' FDPS 4' 11' 11' 4'-5" 30'-10"11' 11' 4' FDPS 11' 11' 4' FDPS 2' FDPS 2' FDPS 4' FDPS 4' FDPS GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 11' 11' FDPS 4' 4' FDPS 4'-5" FDPS 4'-5" FDPS 4'-5" FDPS 4'-5" FDPS 11' 11' -L- POT STA 11+88.50 BEGIN FULL DEPTH PAVING END MILLING -L- POT STA 14+53.50 BEGIN MILLING END FULL DEPTH PAVING +07.25+07.25+34.75+34.75BEGIN MILLING -L- POT STA 10+90.00 BEGIN PROJECT -L- POT STA 13+54.63 END BRIDGE SITE 2 SITE 2 SITE 1 60.00'S S S S -EL- MTL MTL S T 2 3 4 1 2 WW WD WW WD WW WD WW WD BURNT SWAMP SR 1515 UNION CHAPEL RD 22' BST WOODS BRUSH LINE BURNT SWAMP "BENCHTIE NAIL SET IN 10" PINE TREE" ELEV=153.51' 51.88'' RIGHT -BL- STA. 22+24.08 BM#1 CL OF CREEK IS PROPERTY LINE N 57°51'48" W56.09' N 80°50'08" W 34.68' ( N O T F L O WI N G) B U R N T S WA MPN 7 5 ° 4 1' 2 7 " W5 2. 0 7' BRUSH LINE 18.85' S 63°25'41" E (NOT FLOWI NG)BURNT SWAMPS 66°18'00" E41.44' 16.50' S 68°11'27" E 18.64' S 80°32'01" E S 39°47'46" E 23.93' S 26°33'14" E 13.71' CL OF CREEK IS PROPERTY LINE AND BONNIE L. DEESE RUDY LOCKLEAR, DIANE L. GOINS JUDY L. LOCKLEAR, LINDA L. CLARK, DB 735 PG 555 CAROLYN L. LOCKLEAR PAISLEY DAVID LOCKLEAR ET UX, DB 719 PG 303 N 85°57'38" W 36.43' EXISTING R/W EXISTING R/W -BL-1 -BL-2 OFF 17.14' RT +71.12 OFF 17.02' RT +56.74 -BL-3 WOODS BURNT SWAMP CHARLES ANDREW SCOTT DB 1858 PG 682 BURNT SWAMP SR 1515 UNION CHAPEL RD 22' BST CHARLES ANDREW SCOTT DB 1858 PG 682 3 CHARLES ANDREW SCOTT DB 1858 PG 682 3 NC GRID NAD 83/ NA 2011 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 F F F SHEET 3 OF 6 PERMIT DRAWING IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL IN TS TS F F IN WETLAND DENOTES HAND CLEARING 0 SITE 1 SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT WETLAND AND SURFACE WATER IMPACTS PERMIT SCALESCALE 10 20510-L- STA 14+00MATCHLINE SEE SHEET 5SITE 2 09-JAN-2019 08:45R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.6.R.76_prm_psh_enlarge.dgn$$$$USERNAME$$$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. 417BP.6.R.76 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NC GRID NAD 83/ NA 2011 TYPE III TYPE III TYPE III TYPE III -L- GREU TL-3 GREU TL-3 S S S S MTL MTL T BURNT SWAMP SR 1515 UNION CHAPEL RD 22' BST WOODS BRUSH LINE BURNT SWAMP ( N O T F L O WI N G) B U R N T S WA MPN 7 5 ° 4 1' 2 7 " W5 2. 0 7' 18.85' S 63°25'41" E (NOT FLOWI NG)BURNT SWAMPS 66°18'00" E41.44' 16.50' S 68°11'27" E F F F F F F F F F F F F F F F F F LOWEST CHORD CLASS II RIP RAP NORMAL TO END CAP BURY 3.5' 150.7' (24 CY) EXCAVATE TO ELEV. 150.7' (25 CY) EXCAVATE TO ELEV. SHEET 4 OF 6 PERMIT DRAWING 10 11 12 13 14 15 150 10" PINE TREE" "BENCHTIE NAIL SET IN ELEV=153.51' 68.9928'' RIGHT -L- STA. 12+93.97 BM -L- SEE SHEET 5 FOR PLAN VIEW 134 138 142 146 154 158 158 154 150 146 142 138 134 134 138 142 146 150 154 158 134 138 142 146 150 154 158 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 617BP.6.R.76 09-JAN-2019 08:45R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.6.R.76_prm_pfl.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ELEV = 153.90-L- STA 14+50.00MATCHLINEELEV = 153.90-L- STA 14+50.00MATCHLINE15 16 STRUCTURE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION = 152.1 = 870 = 152.7 = 1300 = 152.3 = 870 = 25 = 100 = 25 -L- SEE SHEET S-1 THRU S-X FOR STRUCTURE PLANS SEE SHEET 4 FOR PLAN VIEW ELEVATION=154.05' SKEW 90" 24" CORED SLAB I @ 65' BRIDGE STA. 13+21.00 -L- (6/27/2017) OBSERVED WSEL. = 150.7' PROPOSED GRADE EXISTING GROUND -L- UNION CHAPEL ROAD (SR 1515) EXIST = (-)0.0905% (+)0.4000% VC = 95' K = 81 (+)1.5755% (+)0.3000% VC = 80' K = 63 (+)0.3000% VC = 115' K = 64DS = 45 MPH DS = 45 MPH DS = 45 MPH (-)1.5075% EXISTING BRIDGE ELEV. = 152.33 -L- POT STA. 15+90.00 END GRADE PROPOSED GRADE EXISTING GROUND EXIST = (-)0.0845% PI = 15+45.00 EL = 152.55' (-)1.5075% (-)0.5000% VC = 90' K = 89 DS = 45 MPH 09-JAN-2019 08:45R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.6.R.76_prm_xsc.dgn$$$$USERNAME$$$$8/23/99PROJ. REFERENCE NO.SHEET NO.0 5 10 -L- X-1 13+75.00 150 155 160 165 145 17BP.6.R.76 BEGIN FILL IN WETLAND 00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 00 55 1010 1515 2020 2525 3030 3535 4040 4545 5050 5555 6060 6565 7070 7575 SITE 2 150 155 160 165 145 SHEET 5 OF 6 PERMIT DRAWING 150 155 160 165 145 150 155 160 165 145 12+00.00145 150 155 160 165 145 150 155 160 165 SITE 1 (WETLAND BOUNDARY) BEGIN HAND CLEARING END FILL IN WETLAND BEGIN HAND CLEARING IN WETLAND WAY) (EXISTING RIGHT OF CLEARING IN WETLAND LIMIT OF HAND WAY) (EXISTING RIGHT OF CLEARING IN WETLAND LIMIT OF HAND 153.11 3:13:1 0.0250.025 153.79153.21 3:13:1 0.0250.025 154.21 Hand Existing 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 Stream No.(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) 1 11+16 / 12+77 Clearing in Wetland 0.01 2 12+97 / 13+88 Temp. Stream Impacts, Clearing in Wetland <0.01 0.01 <0.01 39 TOTALS:< 0.01 0.00 0.00 0.00 0.01 0.00 < 0.01 0 39 0 ATN Revised 3/31/05 WBS - 17BP.6.R.76 (SF-770239) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS PERMIT DRAWING SHEET 6 OF 6 ROBESON COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS