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Home My WebLink About20210951 Ver 1_Buffer Impact Permits_158_20210513SHEET 1 OF 4 BUFFER DRAWING BUFFER IMPACTS PERMIT T V = = = =MPH ADT ADT % * FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 02-FEB-2021 15:08970158_Hyd_Buffer_tsh.dgnfaith.jahnkeCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAVICINITY MAP Prepared in the Office of: FIRM NO. P-0339 NCDOT CONTACT: LENGTH STRUCTURES PROJECT = 0.009 MILES LENGTH ROADWAY PROJECT = 0.071 MILES TOTAL LENGTH PROJECT = 0.080 MILES 50 25 50 100 100502550 10 5 10 20 WILSON COUNTY BRIDGE NO. 970158 ON SR 1632 (PELT RD.) OVER TURNER SWAMP 2012 60 SUB REGIONAL TIER FAITH E. JAHNKE, PE JEFFREY MUHLBAUER, PE 2021 * TTST =3%DUAL 3% DECEMBER 18, 2020 JULY 13, 2021 200 vpd 400 vpd 111 222 Church St. James WAYNE COUNTY See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets (CARTER RD.) TO SR 1505 END PROJECT -L- STA. 15+52.66 -L- STA. 15+05.34 BEGIN PROJECT -L- STA. 13+00.00 -L- STA. 17+25.00 END BRIDGE BEGIN BRIDGE 6 4 ROW PLANS DETOUR ROUTE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. SR 1632-L- PELT RD GRADING, DRAINAGE, PAVING, AND STRUCTURE. NA PE RUSSELL BROADWELL, PE PROJECT MANAGER, DIVISION 4 LOCAL RURAL CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SITE PROJECT TurnerWILSON COUNTY 111 222 111 222 www.summitde.net Fax: (919) 732-6776 Voice: (919) 732-3883 Hillsborough, NC 27278-8551 320 Executive Ct. -L- STA. 14+94.50 BEGIN APPROACH SLAB -L- STA. 15+63.50 END APPROACH SLAB BP4.R003 BP4.R003BP4.R003.1 BP4.R003.2 NA BP4.R003.3 NA ROW & UTILITIES CONST TO N C 222/111TURNER SWAMP -L- Culvert Tentea School Stantonsburg Stantonburg Pop. 730 Contentnea Creek Black Creek Contentnea Creek Swamp IvySwampTu rn e r SwampSwampNAD 83/ 2011St.James1631 Chur chRd.Pelt 1632 1632 Rd.PeltRd . Jaycross 1629 1632 1 6 2 8 1694 Rd.Woodbridge Rd.Rd.Bogue1512 1512 1514 1513Rd.Hill Red1513 1505 1519 Mill Rd.Davis RedHillRd.1516 Old Mill Rd. Ground Natural Geotextile DATE: 07/10/2019 WSEL = 63.6 FT CL II RIP RAP TO ELEV. 66.6' CL II RIP RAP TO ELEV. 66.6' CL II RIP RAP TO ELEV. 66.6' CL II RIP RAP TO ELEV. 66.6' SHEET 2 OF 4 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 11 12 13 14 15 16 17 18 19 20 30 40 50 60 80 70 30 40 50 60 80 70 90 100 110 110 100 90 EL 65.57' -L- STA 16+01.76, 60.14' RT -BL- STA 11+00.28, 59.25' RT BM #2: R/R SPIKE IN 9" MAPLE SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/9902-FEB-2021 15:08970158_Hyd_Buffer_2.dgnfaith.jahnkeBRIDGE NO. 970158 EL 83.30 -BL- STA 5+00.00, 19.01' LT BM #1: R/R SPIKE IN 10" OAK -L- SR 1632 (PELT RD.) Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-3883 - (919) 732-6676 (FAX) Hillsborough, NC 27278 320 Executive Ct. BP4.R003 -L- STA. 14+94.50 -L- STA. 15+05.34 BEGIN BRIDGE -L- STA. 15+52.66 END BRIDGE -L- STA. 15+63.50 END APP SLABBEGIN APP SLAB BRIDGE SKETCH (NOT TO SCALE)30'-10"10'10'EL = 70.35' -L- STA 13+00.00 BEGIN GRADE (-)1.6245% EXISTING GRADE EL = 67.73' -L- STA 17+25.00 BEGIN GRADE (-)0.4924% EXISTING GRADE PI = 13+50.00 EL = 69.78' (-)1.1400%(-)0.3360% VC = 100' K = 124 PI = 16+00.00 EL = 68.94' (-)0.3360%(-)0.9680% VC = 100' K = 158DS = 55 MPH DS = 60 MPH EL. = 69.25' -L- STA. 15+05.34 BEGIN BRIDGE EL. = 69.10' -L- STA. 15+52.66 END BRIDGE PI Sta 15+81.11 D L = 180.44' T = 90.24' R = 3,390.00' PI Sta 18+02.38 D L = 261.30' T = 131.07' R = 1,338.20' PI Sta 20+02.72 D L = 140.21' T = 70.11' R = 3,691.03'101520-L- PCC Sta. 16+71.31 -L- PCC Sta. 19+32.61 -L- PC Sta. 14+90.87 -L- PT Sta. 20+72.82 -L- POT Sta. 10+00.00 BEGIN PROJECT END PROJECT -L- STA 17+25.00 -L- STA 13+00.00 -L- SE = 04 SE = 06 DS = 60 MPH DS = 60 MPH -L- 1 1 1 F F F F F F F F F F F F F F F F 24" CMP 18" RCP BEAVER DAMNFLOODED TIMBER TURNER SWAMP TURNER SWAMP OVERGROWTH/WOODED WOODED WOODED BRUSH SOIL PATH =66.59' SEAT SEAT=66.59' SEAT=66.55'SEAT=66.61' GUY GUY PER GIS PER GI S60.00'E X IS T IN G R /W E X IS T IN G R /W60.00'EXISTING R/W EXISTING R/W BL-101 BL-102 970158-1RR SPIKE IN BASE OF 10" OAK BL STATION 5+00.00 N 674655 E 2334883 ELEVATION = 83.30 BM1 RR SPIKE IN BASE OF 9" MAPLE BL STATION 11+00.00 59 RIGHT N 674920 E 2335487 ELEVATION = 65.57 BM2 MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) DB 249 PG 217 T O N C 222TO SR 1505 CULTIVATED FIELD CULTIVATED FIELD BRIDGE 158 WOOD WW/HW WOOD WW/HW NC GRI DNAD 8 3 NA 2 0 11 GRASS FLOODED TIMBER FLOODED OVERGROWTH OVERGROWTH/BRUSH FLOODED WOODED WOODED OVERGROWTH/BRUSH Wilson County , 6 ", PVC W i l son C ount y , 6 ", P V C SR 1632 - PELT RD 19' BST SR 1632 - PELT RD 19 ' BST BM2 MCF Fill Slope3:1 or Flatter 84 SY Geotextile Type of Liner=76 TONS Class B Rip-Rap b ( Not to Scale) TOE PROTECTION d DETAIL 4-1 b= 2.5 Ft. d= 2.0 Ft. FROM STA. 15+59 TO STA. 16+50 -L- LT 1 1 1 24" CMP 18" RCP BEAVER DAMNFLOODED TIMBER TURNER SWAMP TURNER SWAMP OVERGROWTH/WOODED WOODED WOODED BRUSH SOIL PATH =66.59' SEAT SEAT=66.59' SEAT=66.55'SEAT=66.61' GUY GUY PER GIS PER GI S60.00'E X IS T IN G R /W E X IS T IN G R /W60.00'EXISTING R/W EXISTING R/W BL-101 BL-102 970158-1RR SPIKE IN BASE OF 10" OAK BL STATION 5+00.00 N 674655 E 2334883 ELEVATION = 83.30 BM1 RR SPIKE IN BASE OF 9" MAPLE BL STATION 11+00.00 59 RIGHT N 674920 E 2335487 ELEVATION = 65.57 BM2 MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) NO DEED FOUND MARY SPEIGHT GLOVER (HEIRS) DB 249 PG 217 T O N C 222TO SR 1505 CULTIVATED FIELD CULTIVATED FIELD BRIDGE 158 WOOD WW/HW WOOD WW/HW NC GRI DNAD 8 3 NA 2 0 11 GRASS FLOODED TIMBER FLOODED OVERGROWTH OVERGROWTH/BRUSH FLOODED WOODED WOODED OVERGROWTH/BRUSH Wilson County , 6 ", PVC W i l son C ount y , 6 ", P V C SR 1632 - PELT RD 19' BST SR 1632 - PELT RD 19 ' BST BM2 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 BRIDGE HYDRAULIC DATA = = = = = = = = = = FT= DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY 540 25 65.7 830 100 66.5 1200 500 67.3 63.6 07/10/2019 CONCRETE FLUME DETAIL SEE SHEET 2C-1 FOR MODIFIED Site Station StructureNo. (From/To) Size / Type1 14+37 to 14+91 -L- LT RIGHT-OF-WAYX 282 244 5261 14+61 to 15+16 -L- RT TCEX 472 204 6761 15+35 to 15+98 -L- LT RIGHT-OF-WAYX 812 488 13001 15+62 to 16+32 -L- RT TCEX 238 298 5361804 1234 303800000NOTES:Revised 2018 Feb SHEET 3 OF 4BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGCULVERTPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWILSON COUNTYBP4.R003BRIDGE REPLACEMENT ON SR 1632 OVER TURNER SWAMPALLOWABLE MITIGABLE2/12/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2) ZONE 1 (ft2)ZONE 2 (ft2)114+37 to 14+91 -L- LT282 244114+61 to 15+16 -L- RT472 204115+35 to 15+98 -L- LT812 488115+62 to 16+32 -L- RT238 2981804 1234NOTES:Revised 2018 Feb SHEET 4 OF 4BP4.R003WILSON COUNTYBRIDGE REPLACEMENTWETLANDS IN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2/12/2021WETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:Rev. Jan 2009