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HomeMy WebLinkAbout20210111 Ver 1_Steeplechase Permit Drawings_20210305Tippy Rd Halsbrook Rd Bened ic t Rd B rid gehill Ct Jupit er D r Solar PlSaturn DrVenus Dr W Sheraton Park Rd Harold Dr Harold DrSiler RdNewman Davis Rd Ken tmere Rd W Steeple Chase Rd W Steeple Chase Rd Holyoke Rd Woodbark Ln Quate DrSable LnRobalo RdBridgeway Dr Galaxie DrChar-Mar Ct Greybark DrK ivett D r Randleman RdE Sheraton Park Rd Siler Rd Sutton RdSutton RdOld Randl eman RdOl d Randl eman RdRandleman RdBurnetts Chapel Rd Davis Mill RdRandleman RdColtrane Mill RdColtrane Mill Rd Gr eywood Dr Greywood DrStoney Hill Cir Cheek RdRusti cwood CtRusswood DrBurning Bush Dr Hickory Nut Ct Spur Rd Spur Rd Davis Mill RdDavis Mill Rd E Steeple Chase Rd E Steeple Chase RdDavis Mill Rd1103 3433 3439 1261 1262 1260 4020 1131 4006 1238 3504 3673 1106 1106 1280 1130 3482 3594 3597 3636 3634 3635 3426 1105 1105 3581 3611 3430 3454 3488 1251 1107 1007 1007 1252 1110 4007 3447 1105 4008 4031 3670 Ct FernGolden Dr Bush Burning 1104 1104 1104 3433 De h a v e n Rd Old Ra n dle ma n RdOld Randleman RdFriendly Farms Rd73 220 73 220 12+37.01 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 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:$$$$USERNAME$$$$DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 90% PLANS TIP PROJECT: 17BP.7.R.12817BP.7.R.128 DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 GUILFORD COUNTY ELENI M. RIGGS, PE LOCATION: BRIDGE NO. 25 OVER POLE CAT CREEK ON SR 1105 (EAST STEEPLE CHASE ROAD) V = 45 MPH ADT 2025 = 1500 ADT 2015 = 750 LOCAL SUB REGIONAL TIER TOTAL LENGTH TIP PROJECT = 0.149 MILES LENGTH STRUCTURE TIP PROJECT = 0.020 MILES LENGTH ROADWAY TIP PROJECT = 0.129 MILES 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for www.mottmac.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 TO DAVIS MILL RD SR 1007RANDLEMAN RDLIMITS PROJECT 17BP.7.R.128 -L- POT Sta. 18+00.00 END CONSTRUCTION TO I-73 SR 1105 -L-CRE E KP OL E CAT -L- Sta. 12+72.70 BEGIN BRIDGE -L- Sta. 12+62.00 BEGIN APPROACH SLAB -L- Sta. 13+80.30 END BRIDGE -L- Sta. 13+91.00 END APPROACH SLAB -L- POT Sta. 10+12.02 BEGIN PROJECT 17BP.7.R.128 ENGLISH WETLAND AND SURFACE WATER IMPACTS PERMIT $FILEL$$(USERNAME)$$DATE$SHEET 1 OF 6 PERMIT DRAWING NAD 83/NA 2011 12" CMPEIP EIP ON ROCK CHISELED 'X' 48" 4SBW EIP T T T T T T HH T vvvvvvvv15" RCP15" RCP 8' G R 72"CHL 3SBW 2SFD S S WOODS WOODS WOODS WOODS WOODS WOODS 1SFD 10'BSTSR 1105 E STEEPLECHASE RD TO WILLOW WIND DRPOLECAT CREEKGARAGE SR 1007 RANDLEMAN RDSR 1105 W STEEPLECHASE RD S S 1SFD CA RPORT9' GR 1SFD 1SFD 1SBKDGRAVEL WOODS EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EIP T T T HH TT T TT T T T T T 15" RCP 12" RCP 15" RCP 15" RCP EIP JEFFREY ALAN PRITCHARD ROBERT HECTOR FORANT, SR 40'x40' BELLSOUTH EASEMENT DB 4971 PG 1988-1991 DIANNE AND JAMES MARLEY CLARENCE JERNIGAN BOBBY GLEN ATKINS ESTATE28' BSTUNKNOWN DESTINATION BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE DONNA LYNN JENNINGS (EIP-R/W) 0.16' WOODS BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE 19' BST WOODS BOBBY GLEN ATKINS ESTATE WOODS POLE UTILITY FALLEN ELEC BOX15" RETAINRETAINRETAIN 15" REMOVE REMOVE REMOVE RETAIN RETAIN (APPROX . LOCATION) 15" RCP REMOVE 15" 15" TB 2GI LATERAL 'V' DITCH ( Not to Scale) D2:12:1 b 1"/Ft. -L- STA. 13+75 TO 16+50 RT -L- STA. 13+50 TO 15+34 LT b= 5.0 Ft. Min. D= 1.0 Ft. DETAIL B Ground Natural Slope Fill -L- STA. 11+50 TO 12+25 LT Fill Slope2:1 or Flatter b= 5.0 Ft. d= 1.0 Ft. Type of Liner= CL I Rip-Rap b DETAIL E Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST. 80 CY DDE SEE DETAIL B LATERAL V DITCH EST. 70 CY DDE SEE DETAIL B LATERAL V DITCH ( Not to Scale) SPECIAL CUT DITCH D dFlatter2:1 or DETAIL C Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill -L- STA. 16+50 TO 18+00 RT -L- STA. 15+34 TO 18+00 LT Max. d= 1.0 Ft. Min. D= 1.0 Ft. EST. 140 SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. 65 SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. 65 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL E TOE PROTECTION EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 30 CY DDE SEE DETAIL A STANDARD V DITCH +98 LT BEGIN SBG 2 ELBOWS 15" W/ ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 13+54 TO 13+89 RT -L- STA. 13+06 TO 13+27 LT -L- STA. 12+25 TO 12+70 LT DETAIL D Grade Ditch 2.0' GEOTEXTILE Type of Liner= CL II Rip-Rap 10'min. 1.0'min.2: 1 2:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 13+15 TO 13+50 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Ground Natural EST. 35 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. 70 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. 95 SY GEOTEXTILE EST. 55 TONS RIP RAP SEE DETAIL D BANK STABILIZATION 15+00-L- POT Sta. 10+12.02 BEGIN PROJECT 17BP.7.R.128 -L- POT Sta. 10+00.00 -L- Sta. 12+62.00 BEGIN APPROACH SLAB -L- Sta. 12+72.70 BEGIN BRIDGE NAD 83/ NA 2011-L- Sta. 13+91.00 END APPROACH SLAB -L- PC Sta. 14+69.22 -L- PT Sta. 16+59.03 -L- Sta. 13+80.30 END BRIDGE -L- POT Sta. 18+00.00 END PROJECT 17BP.7.R.128 12+37.01 1 2 1 3 3 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.128 - GUILFORD 25 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 10 11 12 13 14 15 16 17 18 710 720 730 740 750 760 770 ( - )6.9522% (-)10.0000%( - )3 .5524% (+)7.5511% END GRADE STA. 17+50.00 EL = 755.18' STA. 18+00.00 END PROJECT EXIST TO MILL -L- PI = 15+25.00 EL = 738.19' VC = 290' K = 26 PI = 12+10.00 EL = 749.38' VC = 170' K = 26 STA. 10+12.02 BEGIN PROJECT PI = 10+30.00 EL = 767.38' K = 10 VC = 30' (SEE DETAIL SHEET 2A-1) AT TIE (40') MILLING REQUIRED 710 720 730 740 750 760 770 EL = 768.63'ELEV. = 728.09'-L- STA. 13+15BEGIN SP DITCH LTELEV. = 756.36'-L- STA. 18+00END SP DITCH LTELEV. = 739.90'-L- STA. 16+00PI SP DITCH LT(+) 4.1439% (+) 8.2300%ELEV. = 734.32'-L- STA. 15+00PI SP DITCH RTELEV. = 744.09'-L- STA. 16+50PI SP DITCH RTELEV. = 757.96'-L- STA. 18+00END SP DITCH RT(+) 3.0560% (+) 6.5133% (+) 9.2467% BRIDGE EXISTING REMOVE GP ELEV. = 745.2' W/4' DEEP CAPS 1 SPAN: 1@105', SKEW 60 39" BOX BEAM BRIDGE C STA. 13+26.5 -L- (TYP.) 3.5' KEY DEPTH ELEV=330.0' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP DATE: 01-03-2019 ELEV.=728.1' NORMAL WS (SLOPE 1.5:1) W/CLASS II RIP RAP BANK STABILIZATION ELEV. = 730.50' -L- STA. 13+75 BEGIN SP DITCH RT (STRUCTURE PAY ITEM) EXCAVATION = 375 CY 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 = 500+ = 25 = 1,800 = 737.5 = 2,635 = 100 = 739.2 = 4,500 = 742.3 = 01/03/2019 = 728.1 L TS TS S S S S S S 4 -L- SITE 1 PLAN VIEW ON SHEET 4A SEE ENLARGED AREA 0 10050 100 SCALE: 1"= 100' HORIZ. LEGEND ENGLISH G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04.dgnHDR ENGINEERING, INC.1/14/2021TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IMPACTS IN SURFACE WATER DENOTES PERMANENT SHEET 2 OF 6 PERMIT DRAWING EXCAVATION LIMITS EXCAVATION LIMITS F F F F F F F F F C F C C C1.5:1 730730730730730730 730 7307 3 07307307 3 5 735 735 7357357357 3 5 73573573573573573573 5735735735 740 7 4 0 7407407407 4 0740 740740740740740740740740740740745745745745745745745745745 74574574 5745745745 7 4 5 745 7 4 5 745 7507507507507507507507507 5 0750 750750750750750750750750 755755755755755755 7557557557557557557 5 5 755755 755 755755755 760760760760760760760760 760760760760 760760760760765 765765765765765765765765765765765765765765765765765765 770 7707 7 0 7 7 07707 7 0770 7707707707707707707707707707707707707707757757757757757757757757757757757757 7 5 775 775 775780780780780780780 78078078078078 0 780780780780785785785785 785785 785 7857857 85785790790790790790 790 790790795 795795795 12" CMPEIP EIP ON ROCK CHISELED 'X' 48" 4SBW EIP T T T T T T HH T vvvvvvvv15" RCP15" RCP 8' G R 72"CHL 3SBW 2SFD S S WOODS WOODS WOODS WOODS WOODS WOODS 1SFD 10'BSTSR 1105 E STEEPLECHASE RD TO WILLOW WIND DRPOLECAT CREEKGARAGE SR 1007 RANDLEMAN RDSR 1105 W STEEPLECHASE RD S S 1SFD CA RPORT9' GR 1SFD 1SFD 1SBKDGRAVEL WOODS EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W EIP T T T HH TT T TT T T T T T 15" RCP 12" RCP 15" RCP 15" RCP EIP JEFFREY ALAN PRITCHARD ROBERT HECTOR FORANT, SR 40'x40' BELLSOUTH EASEMENT DB 4971 PG 1988-1991 DIANNE AND JAMES MARLEY CLARENCE JERNIGAN BOBBY GLEN ATKINS ESTATE28' BSTUNKNOWN DESTINATION BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE DONNA LYNN JENNINGS (EIP-R/W) 0.16' WOODS BRYAN QUINN TREXLER IRREVOCABLE TRUST AGREEMENT PATRICIA MOORE, TRUSTEE 19' BST WOODS BOBBY GLEN ATKINS ESTATE WOODS POLE UTILITY FALLEN ELEC BOX15" RETAINRETAINRETAIN 15" REMOVE REMOVE REMOVE RETAIN RETAIN (APPROX . LOCATION) 15" RCP REMOVE 15" 15" TB 2GI LATERAL 'V' DITCH ( Not to Scale) D2:12:1 b 1"/Ft. -L- STA. 13+75 TO 16+50 RT -L- STA. 13+50 TO 15+34 LT b= 5.0 Ft. Min. D= 1.0 Ft. DETAIL B Ground Natural Slope Fill -L- STA. 11+50 TO 12+25 LT Fill Slope2:1 or Flatter b= 5.0 Ft. d= 1.0 Ft. Type of Liner= CL I Rip-Rap b DETAIL E Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST. 80 CY DDE SEE DETAIL B LATERAL V DITCH EST. 70 CY DDE SEE DETAIL B LATERAL V DITCH ( Not to Scale) SPECIAL CUT DITCH D dFlatter2:1 or DETAIL C Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill -L- STA. 16+50 TO 18+00 RT -L- STA. 15+34 TO 18+00 LT Max. d= 1.0 Ft. Min. D= 1.0 Ft. EST. 140 SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. 65 SY PSRM SEE DETAIL C SPECIAL CUT DITCH EST. 65 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL E TOE PROTECTION EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 30 CY DDE SEE DETAIL A STANDARD V DITCH +98 LT BEGIN SBG 2 ELBOWS 15" W/ ( Not to Scale) RIP RAP BANK STABILIZATION -L- STA. 13+54 TO 13+89 RT -L- STA. 13+06 TO 13+27 LT -L- STA. 12+25 TO 12+70 LT DETAIL D Grade Ditch 2.0' GEOTEXTILE Type of Liner= CL II Rip-Rap 10'min. 1.0'min.2: 1 2:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 13+15 TO 13+50 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Ground Natural EST. 35 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. 70 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D BANK STABILIZATION EST. 95 SY GEOTEXTILE EST. 55 TONS RIP RAP SEE DETAIL D BANK STABILIZATION 15+00-L- POT Sta. 10+12.02 BEGIN PROJECT 17BP.7.R.128 -L- POT Sta. 10+00.00 -L- Sta. 12+62.00 BEGIN APPROACH SLAB -L- Sta. 12+72.70 BEGIN BRIDGE NAD 83/ NA 2011-L- Sta. 13+91.00 END APPROACH SLAB -L- PC Sta. 14+69.22 -L- PT Sta. 16+59.03 -L- Sta. 13+80.30 END BRIDGE -L- POT Sta. 18+00.00 END PROJECT 17BP.7.R.128 12+37.01 1 2 1 3 3 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.128 - GUILFORD 25 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 10 11 12 13 14 15 16 17 18 710 720 730 740 750 760 770 ( - )6.9522% (-)10.0000%( - )3 .5524% (+)7.5511% END GRADE STA. 17+50.00 EL = 755.18' STA. 18+00.00 END PROJECT EXIST TO MILL -L- PI = 15+25.00 EL = 738.19' VC = 290' K = 26 PI = 12+10.00 EL = 749.38' VC = 170' K = 26 STA. 10+12.02 BEGIN PROJECT PI = 10+30.00 EL = 767.38' K = 10 VC = 30' (SEE DETAIL SHEET 2A-1) AT TIE (40') MILLING REQUIRED 710 720 730 740 750 760 770 EL = 768.63'ELEV. = 728.09'-L- STA. 13+15BEGIN SP DITCH LTELEV. = 756.36'-L- STA. 18+00END SP DITCH LTELEV. = 739.90'-L- STA. 16+00PI SP DITCH LT(+) 4.1439% (+) 8.2300%ELEV. = 734.32'-L- STA. 15+00PI SP DITCH RTELEV. = 744.09'-L- STA. 16+50PI SP DITCH RTELEV. = 757.96'-L- STA. 18+00END SP DITCH RT(+) 3.0560% (+) 6.5133% (+) 9.2467% BRIDGE EXISTING REMOVE GP ELEV. = 745.2' W/4' DEEP CAPS 1 SPAN: 1@105', SKEW 60 39" BOX BEAM BRIDGE C STA. 13+26.5 -L- (TYP.) 3.5' KEY DEPTH ELEV=330.0' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP DATE: 01-03-2019 ELEV.=728.1' NORMAL WS (SLOPE 1.5:1) W/CLASS II RIP RAP BANK STABILIZATION ELEV. = 730.50' -L- STA. 13+75 BEGIN SP DITCH RT (STRUCTURE PAY ITEM) EXCAVATION = 375 CY 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 = 500+ = 25 = 1,800 = 737.5 = 2,635 = 100 = 739.2 = 4,500 = 742.3 = 01/03/2019 = 728.1 L TS TS S S S S S S 4 -L- SITE 1 PLAN VIEW ON SHEET 4A SEE ENLARGED AREA 0 10050 100 SCALE: 1"= 100' HORIZ. LEGEND ENGLISH G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04_con.dgnHDR ENGINEERING, INC.1/14/2021TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S IMPACTS IN SURFACE WATER DENOTES PERMANENT SHEET 2 OF 6 PERMIT DRAWING EXCAVATION LIMITS EXCAVATION LIMITS SHEET 3 OF 6 PERMIT DRAWING F F F F F F F F F C F C C C1.5:1 48" 4SBW WOODS WOODS TB 2GI 12+37.01 TS TS S S S S S S 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.128 - GUILFORD 25 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISH 0 3015 30 SCALE: 1"= 30' HORIZ. SITE 1 PLAN VIEW ENLARGED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S LEGEND SURFACE WATERIMPACTS IN DENOTES PERMANENT G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04a.dgnHDR ENGINEERING, INC.1/14/2021NAD 83/ NA 201114+004A POLECAT CREEK -L- SHEET 4 OF 6 PERMIT DRAWING EXCAVATION LIMITS EXCAVATION LIMITS F F F F 1.5:1 730730730 730 7307 3 5 735 735735735740740 74074575048" 4SBW WOODS WOODS TB 2GI 12+37.01 TS TS S S S S S S 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.128 - GUILFORD 25 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com ENGLISH 0 3015 30 SCALE: 1"= 30' HORIZ. SITE 1 PLAN VIEW ENLARGED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S LEGEND SURFACE WATERIMPACTS IN DENOTES PERMANENT G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04a_con.dgnHDR ENGINEERING, INC.1/14/2021NAD 83/ NA 201114+004A POLECAT CREEK SHEET 5 OF 6 PERMIT DRAWING EXCAVATION LIMITS EXCAVATION LIMITS F F F F 1.5:1 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- 12+62 TO 13+80 39" PCBB,< 0.01 30 BEAMS, 1@105' 1 -L- 12+60 TO 12+70 LT.BANK STABILIZATION < 0.01 10 1 -L- 13+54 TO 13+82 BANK STABILIZATION < 0.01 22 1 -L- 13+06 TO 13+24 LT.BANK STABILIZATION < 0.01 66 TOTALS*:0.01 < 0.01 98 30 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 6 OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS GUILFORD COUNTY 17BP.7.R.128 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 14, 2021 Temporary Impacts are coincident with BANK STABILIZATION impacts.