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Home My WebLink About20210869 Ver 1_17BP.1.R.91_Permit Drawings_Final_20210426WA11 WA10 WA9 WA8 WA7 WA6 WA5 WA4 WA3 WA14 WA15 WA16 WA17 WA18 WA20 WA21 WA19 WA2 WETLAND WA WETLAND WA WETLAND WA WETLAND WA 3.57 5.18 7.33 0.57 T T THE HISTORIC HIGH WATER MARK=1.42’ POLLOCK SWAMP POLLOCK SWAMP SHEET 1 OF 5 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 4/1/2021R:\Hydraulics\Permit Drawings\17BP.1.R.91_prm_tsh.dgnKAlfordCONTRACT:= 2550 50 100 50 25 50 100 10 5 10 20 PE NCDOT CONTACT: BOB A. MAY, PE PROJECT ENGINEER PROJECT DESIGN ENGINEER ENGINEER ROADWAY DESIGN HYDRAULICS ENGINEER Prepared for:Prepared in the Office of: Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 RIGHT OF WAY DATE: LETTING DATE: PROJECT LENGTH =ADT ADT DESIGN DATA K = =D T = V MPH= GRAPHIC SCALES ENGINEERING ETHERILL 4 CHOWAN COUNTY 17BP.1.PE.91 GRADING, DRAINAGE, PAVING & STRUCTURE. 2015 50 FUNC. CLASS = LOCAL DIVISION 1 DIVISION OF HIGHWAYS Edenton NC, 27935 113 Airport Drive BEGIN BRIDGE -L- STA. 13+61.06 END BRIDGE -L- STA. 15+13.94 (Subregional Tier)ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA-L- See Sheet 1-B for Conventional Symbols See Sheet 1-A For Index of Sheets TO EDENTON 590 = 0.161 MILES = 0.029 MILES = 0.132 MILES 17BP.1.R.91 17BP.1.R.91-L- STA. 10+00.00 BEGIN PROJECT 17BP.1.R.91 -L- STA. 18+50.00 END PROJECT 17BP.1.R.91 DIVISION PROJECT ENGINEERPROJECT:ROW / UTIL. 2018 STANDARD SPECIFICATIONS NAD 8 3/ NA 2 0 1 1 YAM .A BOBFINAL PLANS17BP.1.R.91 CONST. MARCH 22, 2019 * TTST = 2%DUAL = 4% 6% * 2035 720 12% 60% -L- SR 1200 (MEXICO RD.) SR 1200 (MACEDONIA RD.) (HICKORY FORK RD.) TO SR 1202 TOTAL LENGTH TIP PROJECT 17BP.1.R.91 LENGTH STRUCTURE TIP PROJECT 17BP.1.R.91 LENGTH ROADWAY TIP PROJECT 17BP.1.R.91 EDWARD G. WETHERILL, PE RYAN L. SHOOK DROFLA .B N IV EK JUNE 23, 2021 17BP.1.ROW.91 NO DECK DRAINS ON BRIDGE ON SR 1200 BRIDGE No. 3 OVER POLLOCK SWAMP SWAMP POLLOCK SWAMP POLLOCK Pembroke Creek Virginia RdVirginia RdVirginia Rd 1204 120912081242 1 20 41200 12041202 1321 1208 1332 1331 12341200 1204 1202 1239 1265 1202 1204 1288 12041137 1139 1136 1201 1138 11301136 1150 Hancock CAROLINA Edenton Bay Edenton 1206 120012055 32 32 VICINITY MAP OFF-SITE DETOUR 17 17 SITE PROJECTPollock CreekCreek Pe mbroke Pembroke Creek Virginia RdVirginia RdVirginia Rd 1204 120912081242 1 20 41200 12041202 1321 1208 1332 1331 12341200 1204 1202 1239 1265 1202 1204 1288 12041137 1139 1136 1201 1138 11301136 1150 Hancock CAROLINA Edenton Bay Edenton 1206 120012055 32 32 VICINITY MAP OFF-SITE DETOUR 17 17 SITE PROJECTPollock CreekCreek Pe mbroke POLLOCK SWAMP 783 23.08 1 2 3 4 5 6 7 9 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00’60.00’TO EDENTON MEXICO ROAD SR 1200 20’ PAVED ROADWAY 8 WOODS WOODS WOODS WOODS 1SFD CONC 1SBKD CONC CONC 48" CHL 48" CHL 72" WD FENCE DECKWD PATIO STONE CONC CONC CONC CONC TOWN OF EDENTON TOWN OF EDENTON LELA COPELAND TWINE EIP EIP CHL48" CHL48" CHL48" 1SBKD 1SBKD 48" CHL EXISTING R/W EIP 10 11 12 13 14 15 16 17 EIP THOMAS A. BATEMAN KATHLEEN ANSINK DON TYLER LEE SPRUCE TURNER, JR. ET UX ROBERT F. HICKORY FORK ROAD TO SR 1202 20’ PAVED ROADWAY MACEDONIA SR 1200 POTTS JASON RANDOLPH BENJAMIN D TWINE KATHRYN GOODWIN WARD T T 759 4.04760 4.04761 4.06762 4.05 763 5.34764 5.32765 5.34766 5.34 767 5.70768 5.58769 5.65770 5.79 15" RCP INV=1.38’ INV OUT=1.81’ TOP=4.04’ INV IN=1.82’ TOP=5.56’ INV OUT=3.12’ INV OUT=2.88’ TOP=5.32’ DI DI DI 15" RCP 15" RCPINV IN=3.01’ WITH WOOD WINGWALLS 8 SPAN CONCRETE AND WOOD BRIDGE #3 TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=1.29 LOW WOOD BEAM=1.85’ 15" RCP 15" HDPE HDPE 15" THE HISTORIC HIGH WATER MARK=1.42’ POLLOCK SWAMP POLLOCK SWAMP 10’10’.025OUT OT OUT33’10’10’-L- STA. 13+61.06 BEG. BRIDGE -L- STA. 15+13.94 END BRIDGE -L- STA. 13+50.36 BEG. APP. SLAB -L- STA. 15+24.64 END APP. SLAB SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP .03.04.01.025.025.02SEE SHEET S-1 THRU S-27 FOR STRUCTURE PLANS 5.25’5.255’EL = 1.52 -L- STA. 10+00.00 BEGIN GRADE EL = 5.06 -L- STA. 18+50.00 END GRADE -L- STA. 13+61.06BEGIN BRIDGE-L- STA. 15+13.94END BRIDGEMILLING 100’ VAR. MILLING 90’ VAR. ELEV = 0.44’ WS ON 1/8/19 ELEV. =-1.0’ EXCAVATE TO ELEV. =-1.0’ EXCAVATE TO WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN $FILEL$$(USERNAME)$$DATE$SHEET 2 OF 5 PERMIT DRAWING HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * BORE PIT BORE PIT REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 13101112 14 15 16 17 18 19 20 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL TYPE-III TYPE-III GREU TL-3 F -L- -L- PC Sta. 15+24.18 -20 -10 0 10 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.1.R.91 R/W SHEET NO.8/17/994/1/2021R:\Hydraulics\Permit Drawings\B-5501_Hyd_prm_wet.dgnKAlfordAT-1 10 0 -10 -20 GREU TL-3 GREU TL-3 TYPE-III TYPE-III 18" UNKNOWN 18" UNKNOWN NAD 83/ NA 2011101520-L- POLLOCK SWAMP DS = 50MPH DS = 50MPH DS = 50MPH PI = 17+28.77 EL = 4.53’ VC = 150’ K = 203 PI = 10+50.00 EL = 1.53’ (+)0.0300%(+)1.1788% VC = 100’ K = 87 PI = 13+90.00 EL = 5.54’ (+)1.1788%(-)0.3000% VC = 300’ K = 203 (-)0.3000%(+)0.4400% 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 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2000 = 25 = 1.4 = 3000 = 100 = 2.3 = 2100 = 25 +/- = 1.4 = Jan. 8, 2019 = 0.44’ ELEV. =-1.0’ EXCAVATE TO C C C 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 C PL EX. R/W 40.00 1 1 2 3 4 6 5 2: 1 D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 16+50 TO STA.17+50 -L- Rt. DETAIL B B= 2.0 Ft. See Profile Min. D= Var. Ft. Ground Natural Slope Fill ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D FROM STA. 17+60 TO STA. 18+50 -L- Lt. SEE PROFILE Min. D= Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill RETAIN RETAIN RETAIN RETAIN EX 15" REMOVE DI REMOVE RETAIN 15" 15"18" SEE DETAIL A SEE DETAIL B STA. 13+18 -L- LT. BEGIN SBG STA. 15+57 -L- LT END SBG SHEET PILING PROPOSED GEOTEXTILE = 5 SY CL B RIP RAP= 1 TON GEOTEXTILE = 5 SY CL B RIP RAP = 1 TON GEOTEXTILE = 10 SY CL B RIP RAP = 3 TONS TO SHOULDER POINT GF = 6 SY CLASS I RIP RAP = 5 TONS TO SHOULDER POINT GF = 4 SY CLASS I RIP RAP = 3 TONS TO SHOULDER POINT GF = 8 SY CLASS I RIP RAP = 6 TONS TO SHOULDER POINT GF = 17 SY CLASS I RIP RAP = 12 TONS TB 2GI 2GI-D TB 2GI-D DITCH STA 17+00.00 (RT)DITCH STA 16+50.00 (RT)DITCH STA 17+50.00 (RT)DITCH STA 18+00.00 (LT)DITCH STA 17+50.00 (LT)DITCH STA 18+50.00 (LT)(+)0.82%(+)0.46%(+)0.20%(+)0.30%ELEV=1.25 FTELEV=1.40 FTELEV=1.50 FTELEV=1.46 FTELEV=1.69 FTELEV=2.10 FTDITCH LEGEND RIGHT DITCH LEFT DITCH SKEW=120 PROP. GRADE=5.14’ SHEET PILE RETAINING WALL (2’-6" DEEP CAPS) W/ 21" CORED SLAB, PROP. 3@50’ L -L- STA. 14+37.5 ELEV. =-1.0’ EXCAVATE TO SHEET PILING PROPOSED SHEET PILING PROPOSED ELEV. =-1.0’ EXCAVATE TO C 783 23.08 1 2 3 4 5 6 7 9 EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00’60.00’TO EDENTON MEXICO ROAD SR 1200 20’ PAVED ROADWAY 8 WOODS WOODS WOODS WOODS 1SFD CONC 1SBKD CONC CONC 48" CHL 48" CHL 72" WD FENCE DECKWD PATIO STONE CONC CONC CONC CONC TOWN OF EDENTON TOWN OF EDENTON LELA COPELAND TWINE EIP EIP CHL48" CHL48" CHL48" 1SBKD 1SBKD 48" CHL EXISTING R/W EIP 10 11 12 13 14 15 16 17 EIP THOMAS A. BATEMAN KATHLEEN ANSINK DON TYLER LEE SPRUCE TURNER, JR. ET UX ROBERT F. HICKORY FORK ROAD TO SR 1202 20’ PAVED ROADWAY MACEDONIA SR 1200 POTTS JASON RANDOLPH BENJAMIN D TWINE KATHRYN GOODWIN WARD T T 759 4.04760 4.04761 4.06762 4.05 763 5.34764 5.32765 5.34766 5.34 767 5.70768 5.58769 5.65770 5.79 15" RCP INV=1.38’ INV OUT=1.81’ TOP=4.04’ INV IN=1.82’ TOP=5.56’ INV OUT=3.12’ INV OUT=2.88’ TOP=5.32’ DI DI DI 15" RCP 15" RCPINV IN=3.01’ WITH WOOD WINGWALLS 8 SPAN CONCRETE AND WOOD BRIDGE #3 TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=1.29 LOW WOOD BEAM=1.85’ 15" RCP 15" HDPE HDPE 15" THE HISTORIC HIGH WATER MARK=1.42’ POLLOCK SWAMP POLLOCK SWAMP 10’10’.025OUT OT OUT33’10’10’-L- STA. 13+61.06 BEG. BRIDGE -L- STA. 15+13.94 END BRIDGE -L- STA. 13+50.36 BEG. APP. SLAB -L- STA. 15+24.64 END APP. SLAB SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP .03.04.01.025.025.02SEE SHEET S-1 THRU S-27 FOR STRUCTURE PLANS 5.25’5.255’WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN $FILEL$$(USERNAME)$$DATE$SHEET 3 OF 5 PERMIT DRAWING HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * BORE PIT BORE PIT REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 13101112 14 15 16 17 18 19 20 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL TYPE-III TYPE-III GREU TL-3 F -L- -L- PC Sta. 15+24.18 -20 -10 0 10 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.1.R.91 R/W SHEET NO.8/17/994/1/2021R:\Hydraulics\Permit Drawings\B-5501_Hyd_prm_wet_con.dgnKAlfordAT-1 10 0 -10 -20 GREU TL-3 GREU TL-3 TYPE-III TYPE-III 18" UNKNOWN 18" UNKNOWN NAD 83/ NA 2011101520-L-2: 1 D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 16+50 TO STA.17+50 -L- Rt. DETAIL B B= 2.0 Ft. See Profile Min. D= Var. Ft. Ground Natural Slope Fill ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D FROM STA. 17+60 TO STA. 18+50 -L- Lt. SEE PROFILE Min. D= Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill -10 -10-10-10-10 -10-10-10-10-100 0000 0000000000 000 0 00 00000000 0000000 00000000001010101010101010EL = 1.52 -L- STA. 10+00.00 BEGIN GRADE EL = 5.06 -L- STA. 18+50.00 END GRADE -L- STA. 13+61.06BEGIN BRIDGE-L- STA. 15+13.94END BRIDGEMILLING 100’ VAR. MILLING 90’ VAR. ELEV = 0.44’ WS ON 1/8/19 ELEV. =-1.0’ EXCAVATE TO ELEV. =-1.0’ EXCAVATE TO POLLOCK SWAMP DS = 50MPH DS = 50MPH DS = 50MPH PI = 17+28.77 EL = 4.53’ VC = 150’ K = 203 PI = 10+50.00 EL = 1.53’ (+)0.0300%(+)1.1788% VC = 100’ K = 87 PI = 13+90.00 EL = 5.54’ (+)1.1788%(-)0.3000% VC = 300’ K = 203 (-)0.3000%(+)0.4400% 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 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2000 = 25 = 1.4 = 3000 = 100 = 2.3 = 2100 = 25 +/- = 1.4 = Jan. 8, 2019 = 0.44’ ELEV. =-1.0’ EXCAVATE TO C C C 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 C PL EX. R/W 40.00 1 1 2 3 4 6 5 RETAIN RETAIN RETAIN RETAIN EX 15" REMOVE DI REMOVE RETAIN 15" 15"18" SEE DETAIL A SEE DETAIL B STA. 13+18 -L- LT. BEGIN SBG STA. 15+57 -L- LT END SBG SHEET PILING PROPOSED GEOTEXTILE = 5 SY CL B RIP RAP= 1 TON GEOTEXTILE = 5 SY CL B RIP RAP = 1 TON GEOTEXTILE = 10 SY CL B RIP RAP = 3 TONS TO SHOULDER POINT GF = 6 SY CLASS I RIP RAP = 5 TONS TO SHOULDER POINT GF = 4 SY CLASS I RIP RAP = 3 TONS TO SHOULDER POINT GF = 8 SY CLASS I RIP RAP = 6 TONS TO SHOULDER POINT GF = 17 SY CLASS I RIP RAP = 12 TONS TB 2GI 2GI-D TB 2GI-D DITCH STA 17+00.00 (RT)DITCH STA 16+50.00 (RT)DITCH STA 17+50.00 (RT)DITCH STA 18+00.00 (LT)DITCH STA 17+50.00 (LT)DITCH STA 18+50.00 (LT)(+)0.82%(+)0.46%(+)0.20%(+)0.30%ELEV=1.25 FTELEV=1.40 FTELEV=1.50 FTELEV=1.46 FTELEV=1.69 FTELEV=2.10 FTDITCH LEGEND RIGHT DITCH LEFT DITCH SKEW=120 PROP. GRADE=5.14’ SHEET PILE RETAINING WALL (2’-6" DEEP CAPS) W/ 21" CORED SLAB, PROP. 3@50’ L -L- STA. 14+37.5 ELEV. =-1.0’ EXCAVATE TO SHEET PILING PROPOSED SHEET PILING PROPOSED ELEV. =-1.0’ EXCAVATE TO C WETLANDS WETLANDS WETLANDS WETLANDS 2.46 0.0100.025 3:1 2.2:13.17 0.0250.025 3:1 2.3:1-6.64 0.025 0.025 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 0 4/8/2019P:\2018\18162.01_Chowan03\Hydraulics\Permit Drawings\17BP.1.R.91_prm_xpl_L.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. -5 -5 0 0 5 5 10 10 13+00.00 -5 -5 0 0 5 5 10 10 13+50.00 -5 -5 0 0 5 5 14+00.00 X-317BP.1.R.91 -L- 5 10 SHEET 4 OF 5 PERMIT DRAWING DocuSign Envelope ID: 0BE52D32-6C0D-4122-845E-17F86ACB0DA8Cofferdam/Dewatering Plan forDemolition and CapConstruction3-15-21CofferdamPhase A4074 sq.ft.CofferdamPhase B3050 sq.ft.Temporary Surface Water Impacts7124 sq. ft.PERMIT DRAWINGSHEET 4A OF 5 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) -L- 10+00 to 17+45 150' Bridge 0.10 0.03 0.24 0.16 TOTALS*: 0.10 0.03 0.24 0.16 0 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 5OF 5Permanent fill in Wetlands impacts = 4,369 square feet.Mechanized Clearing in Wetlands impacts = 1,320 square feet.Hand Clearing in Wetlands impacts = 10,468 square feet.Temporary Surface Water Impacts due to Cofferdam Installation is 7,124 square feet. WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSCHOWAN CO. NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS4/1/2021