The URL can be used to link to this page

Home My WebLink About20210451 Ver 1_Gatewood Rd Permit Drawings_202103261782 1734 1746 1594 1628 1610 1776 Yanceyville pop. 2,213 Grove Pleasant 1616 1615 1589 1613 1592 1593 1593 1572 1780 Elementary Oakwood 86 62 62 158 1163 1582 1156 86 158 ENGLISH G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_tsh.dgnMOTT MACDONALD1/22/2021WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 7 PERMIT DRAWING STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT: DIVISION 7 DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NA SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY:TIP PROJECT: 17BP.7.R.13017BP.7.R.130 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 V = 35 MPH ADT 2025 = 200 ADT 1981 = 100 LOCAL SUB REGIONAL TIER CASWELL COUNTY Prepared in the Office of Mott MacDonald for 2018 STANDARD SPECIFICATIONS 90% PLANS TOTAL LENGTH TIP PROJECT = 0.175 MILES LENGTH STRUCTURE TIP PROJECT = 0.000 MILES LENGTH ROADWAY TIP PROJECT = 0.175 MILES TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE REMOVAL ELENI M. RIGGS, PE LOCATION: BRIDGE NO. 117 OVER COUNTRY LINE CREEK ON SR 1780 (GATEWOOD ROAD) www.mottmac.com/americas (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 NAD 83/ NA 2 0 11LIMITS PROJECT 17BP.7.R.130 5END PROJECT 17BP.7.R.130 -L- -L- POT Sta. 20+00.00 END CONSTRUCTION -L1- PC Sta. 10+00.00 BEGIN CONSTRUCTION -Y- POT Sta. 11+65.00 -L1- POT Sta. 12+25.00 -L 1--Y- 4 T O U S 158 / N C 86BRIDGE EXISTING REMOVE SR 1780 GATEWOOD ROAD NO OUTLET T O U S 158 / N C 86TO YANCEYVI LLETO LEASBURGUS 158 / NC 86G A TEW O O D RO A DSR 1780ROADWAY EXISTING END OF -L- POC Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.130 CREEKCOUNTRY LINE SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.130 - CASWELL 117 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 18" CMPCOUNTRY LI NE CREEK9' SOILEXI S TI NG R/WEXIS TI NG R/WEXISTING R/W NO OUTLET 9' GRTO US HWY 15 8/NC HWY 86 VAR.SOI L PATH60.00'EXISTING R/W 18' B ST 18' BST SR 1780 GATEWOOD RD ;60.00'WOODS WOODS WOODS WOODS CONC AT BASE OF TREE CONC MON. WOODS WOODS WOODS WOODS WOODS NORTH CAROLINA WILDLIFE KEVIN F. WAEGERLE DAWN C. WAEGERLE MARIA M. PASCHAL VIDA J. WILKES E. JOHNSTON EXISTING R/W GATEWOOD RD S R 1780EIP EIP CONC HW 6' CONC HW 6'RETAINHW RETAIN HW RETAIN EST. 85 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL A RIP RAP @ EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 13+68 TO 14+51 LT DETAIL A Grade Ditch 2.0' GEOTEXTILE Type of Liner = CL I Rip-Rap 80' 1.0'min. (STRUCTURE PAY ITEM) UP TO ELEV. 423.8' (TYP.) CLASS B RIP RAP LIMITS EXCAVATION LIMITS EXCAVATION -L- PC Sta. 10+64.33 -L- POT Sta. 10+00.00 -L- PCC Sta. 11+89.52 -L- PCC Sta. 12+78.31 -L- PCC Sta. 13+18.99 -L- PT Sta. 13+88.80 -L- PC Sta. 18+90.90 -L- PT Sta. 19+16.90 -L- POT Sta. 21+18.23 TES TES TESTES TES TES TES TESNAD 83/ NA 2011-L- POC Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.130 -L- POT Sta. 20+00.00 END CONSTRUCTION BRIDGE EXISTING REMOVE15+001 2 11 12 13 14 15 16 17 18 19 20 21 390 400 410 420 430 440 450 460 -L- 400 390 410 420 430 440 450 460 SLOPE 2:1 LIMITS EXCAVATION SLOPE 4:1 LIMITS EXCAVATION (STRUCTURE PAY ITEM) UP TO ELEV. 423.8' ON EXCAVATED SLOPES CLASS B RIP RAP 4 E ETS TS TS TS TS S HC HC HC HC HC HC T T B B E E E TS TS TS SEE DETAIL FOR SECTIONS TEMPORARY CAUSEWAY ENGLISH G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04.dgnMOTT MACDONALD1/22/2021SITE 1 PLAN VIEW LEGEND T T 0 10050 100 SCALE: 1"= 100' HORIZ. -L- TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATERIMPACTS IN DENOTES PERMANENT ON SHEET 4A SEE ENLARGED AREA SHEET 2 OF 7 PERMIT DRAWING 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 = 8700 = 25 = 425.3 = 12000 = 100 = 427.4 = 6100 = 500+ = 423.0 = 4-4-19 = 412.8 IN WETLAND DENOTES EXCAVATIONEE HC HC CLEARING DENOTES HAND TEMPORARY CAUSEWAY FILL IN WETLAND DENOTES TEMPORARY GRADE ROADWAY EXISTING L -L- GP ELEV. = 430.3' SKEW = 90 DEGREES 1@36'-9", 4@37'-6", 1@36'-9" REINFORCED CONCRETE DECK GIRDERS EXIST. BRIDGE C STA. 15+16.7 -L- (STRUCTURE PAY ITEM) EXCAVATION = 1080 CY BRIDGE EXISTING REMOVE F F F F F FF F 405405 4104104104104104 1 0 4104154154154 1 5 415415415415415415415415415 415 4154 1 5 415 415415 4154 1 5 415415415 4 1 5 415415415415415415415 415415415415 415415 415415 415 4 15 415 420420420420420420420420420420 420420420420420420420 420420420 420420420420 420 420 420420 420 425425425425 425 425 425425425425425 425 425425425425425425425425425425 430430430 4304304304304304304 30430 430 430430430430430 435435435 435435435435435 435435 435 435435435435 4404404 4 0440440440440 440440 440 440440440440445445445445445445445445 445445445 445 445445445445445 450450450450450450 450450450 450 450450450450455455455455455455455455455 455 455455455455460460460460460460460460460 460 460460460465 465 465465465465465465465465465465 465465465465470 4704704704704704704704704704 7 04704704704704754754754754754754 75 475475475 480 480480480480480 480485485485 485 485490 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.130 - CASWELL 117 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 18" CMPCOUNTRY LI NE CREEK9' SOILEXI S TI NG R/WEXIS TI NG R/WEXISTING R/W NO OUTLET 9' GRTO US HWY 15 8/NC HWY 86 VAR.SOI L PATH60.00'EXISTING R/W 18' B ST 18' BST SR 1780 GATEWOOD RD ;60.00'WOODS WOODS WOODS WOODS CONC AT BASE OF TREE CONC MON. WOODS WOODS WOODS WOODS WOODS NORTH CAROLINA WILDLIFE KEVIN F. WAEGERLE DAWN C. WAEGERLE MARIA M. PASCHAL VIDA J. WILKES E. JOHNSTON EXISTING R/W GATEWOOD RD S R 1780EIP EIP CONC HW 6' CONC HW 6'RETAINHW RETAIN HW RETAIN EST. 85 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL A RIP RAP @ EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 13+68 TO 14+51 LT DETAIL A Grade Ditch 2.0' GEOTEXTILE Type of Liner = CL I Rip-Rap 80' 1.0'min. (STRUCTURE PAY ITEM) UP TO ELEV. 423.8' (TYP.) CLASS B RIP RAP LIMITS EXCAVATION LIMITS EXCAVATION -L- PC Sta. 10+64.33 -L- POT Sta. 10+00.00 -L- PCC Sta. 11+89.52 -L- PCC Sta. 12+78.31 -L- PCC Sta. 13+18.99 -L- PT Sta. 13+88.80 -L- PC Sta. 18+90.90 -L- PT Sta. 19+16.90 -L- POT Sta. 21+18.23 TES TES TESTES TES TES TES TESNAD 83/ NA 2011-L- POC Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.130 -L- POT Sta. 20+00.00 END CONSTRUCTION BRIDGE EXISTING REMOVE15+001 2 11 12 13 14 15 16 17 18 19 20 21 390 400 410 420 430 440 450 460 -L- 400 390 410 420 430 440 450 460 SLOPE 2:1 LIMITS EXCAVATION SLOPE 4:1 LIMITS EXCAVATION (STRUCTURE PAY ITEM) UP TO ELEV. 423.8' ON EXCAVATED SLOPES CLASS B RIP RAP E ETS TS TS TS TS S HC HC HC HC HC HC T T B B E E E TS TS TS SEE DETAIL FOR SECTIONS TEMPORARY CAUSEWAY ENGLISH G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04_con.dgnMOTT MACDONALD1/22/2021SITE 1 PLAN VIEW LEGEND T T 0 10050 100 SCALE: 1"= 100' HORIZ. -L- TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATERIMPACTS IN DENOTES PERMANENT ON SHEET 4A SEE ENLARGED AREA SHEET 2 OF 7 PERMIT DRAWING 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 = 8700 = 25 = 425.3 = 12000 = 100 = 427.4 = 6100 = 500+ = 423.0 = 4-4-19 = 412.8 IN WETLAND DENOTES EXCAVATIONEE HC HC CLEARING DENOTES HAND TEMPORARY CAUSEWAY FILL IN WETLAND DENOTES TEMPORARY SHEET 3 OF 7 PERMIT DRAWING GRADE ROADWAY EXISTING L -L- GP ELEV. = 430.3' SKEW = 90 DEGREES 1@36'-9", 4@37'-6", 1@36'-9" REINFORCED CONCRETE DECK GIRDERS EXIST. BRIDGE C STA. 15+16.7 -L- (STRUCTURE PAY ITEM) EXCAVATION = 1080 CY BRIDGE EXISTING REMOVE F F F F F FF F 9' SOILWOODS WOODS WOODS TES TES TES E ETS TS TS TS TS S HC HC HC HC HC HC T T B B E E E TS TS TS SEE DETAIL FOR SECTIONS TEMPORARY CAUSEWAY SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.130 - CASWELL 117 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.comNAD 83/ NA 2011ENGLISH 0 3015 30 SCALE: 1"= 30' HORIZ. SITE 1 PLAN VIEW ENLARGED G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04a.dgnMOTT MACDONALD1/22/2021LIMITS EXCAVATION LIMITS EXCAVATION EST. 85 SY GEOTEXTILE EST. 45 TONS RIP RAP RIP RAP @ EMBANKMENT COUNTRY LINE CREEK4A -L- BRIDGE EXISTING REMOVE SHEET 4 OF 7 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND LEGEND SURFACE WATERIMPACTS IN DENOTES PERMANENT EE15+00FILL IN WETLAND DENOTES TEMPORARYTT F F 4104104 1 0 415415415415415415 415415415415 420420 420 420425425 425 430 430435 435 440445 9' SOILWOODS WOODS WOODS TES TES TES E ETS TS TS TS TS S HC HC HC HC HC HC T T B B E E E TS TS TS SEE DETAIL FOR SECTIONS TEMPORARY CAUSEWAY SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.130 - CASWELL 117 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.comNAD 83/ NA 2011ENGLISH 0 3015 30 SCALE: 1"= 30' HORIZ. SITE 1 PLAN VIEW ENLARGED G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04a_con.dgnMOTT MACDONALD1/22/202115+00LIMITS EXCAVATION LIMITS EXCAVATION EST. 85 SY GEOTEXTILE EST. 45 TONS RIP RAP RIP RAP @ EMBANKMENT COUNTRY LINE CREEK4A -L- BRIDGE EXISTING REMOVE SHEET 5 OF 7 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND LEGEND SURFACE WATERIMPACTS IN DENOTES PERMANENT EE FILL IN WETLAND DENOTES TEMPORARY T T F F DIVISION OF HIGHWAYS NCDOT 1.5:11.5:1 CLASS II RIP RAP CHANNEL BED NOT TO SCALE SECTION A-A SECTION B-B 01/14/2021 1.0' CLASS I RIP RAP CLASS II RIP RAP 1.5:1 CASWELL COUNTY 15' TOP ELEV. = 414.0 CLASS I RIP RAP NATURAL GROUND TOBC BENT NO. 2L ±7.5' =412.0' OHW ELEV. = 412.0' OHW ELEV. APPROX. ELEV. = 408.0' CHANNEL BOTTOM PROJECT: 17BP.7.R.130 BRIDGE NO. 117 OVER COUNTRY LINE CREEK ON SR 1780 (GATEWOOD RD) ENGLISH SHEET 6 OF 7 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT DETAIL OF CAUSEWAY -L- STA. 114+78 TO STA. 15+11 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 -L- 14+39 TO 16+35 BRIDGE REMOVAL 0.01 0.049 0.02 < 0.01 0.03 10 33 TOTALS*:0.01 0.049 0.02 < 0.01 0.03 10 33 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 7 OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS CASWELL COUNTY 17BP.7.R.130 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 14, 2021