The URL can be used to link to this page

Home My WebLink About20210336 Ver 1_Beeson Rd Permit Plans_202104062098 2132 4416 4415 2064 1863 1909 1864 2007 2001 2000 2068 2081 2080 2003 1846 1865 2004 2008 2086 2091 1858 2009 1843 2099 1008 4435 4447 4466 2007 4469 2010 Colfax 4453 4452 2007 C630 4630 4631 1008 Southern Corp.GUILFORD COUNTYFORSYTH COUNTY40 BUS 421 Norfolk 2133 4319 4431 4493 4495 4494 2601 2042 2037 2124 2038 2082 2039 2036 1005 150 Norfolk 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:TIP PROJECT: 17BP.7.R.13117BP.7.R.131 DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 GUILFORD COUNTY ELENI M. RIGGS, PE TOTAL LENGTH TIP PROJECT = 0.170 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES LENGTH ROADWAY TIP PROJECT = 0.153 MILES 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for V = 45 MPH ADT 2025 = 2600 ADT 2015 = 1300 COLLECTOR SUB REGIONAL TIER LOCATION: BRIDGE NO. 85 OVER REEDY FORK ON SR 1858 (BEESON ROAD) www.mottmac.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 -L- Sta. 15+53.88 BEGIN BRIDGE -L- Sta. 15+43.00 BEGIN APPROACH SLAB -L- Sta. 16+41.13 END BRIDGE -L- Sta. 16+52.00 END APPROACH SLAB -L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131 RIDGE ROADTO OAK TO COLFAX-L- BEESON ROADSR 1858 LIMITS PROJECT 17BP.7.R.131 REEDY FORKWETLAND AND SURFACE WATER IMPACTS PERMIT G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_tsh.dgnMOTT MACDONALD 1/14/2021ENGLISHSHEET 1 OF 7 PERMIT DRAWING NAD 83/NA 2011 15" RCP 15" RCP 18" RCP 18" RCP MTL MTL MTL MTL 4 8" PVC48" WD W/ 4SE 48"WW W/1SBW 22' BST SR 1858 BEESON RD. TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W 65.00'EXI STI NG R/WEXI STI NG R/ W C C T T EI PWOODS48"WW W/1SBW 15' BSTGR 12' GR16' GR18' GR8' SOIL20 .00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENT20.00'REF. PB 179 PG 10020' UTI LI TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS EIP EIP HW CONC GATE MTL BM1 WOODS EIP EIP EIP EIP BRUSH WOODS WOODS PAVERS CONC RAP RIP RAP RIP WOODS WOODSPROJ. 6.492412 REF. NCDOT PDE WOODS EIP EIP EIP RAP RIP RAP RIP GATE MTL GATE MTL EIP 15" RCPW/1SBW48"WW S W/ 4SE48" WDPROJ. 6.492412 REF. NCDOT PDE PROJ. 6.492412 REF. NCDOT PDE W/ 4SE48" WDTERESA G. BIGGERSTAFF DANIEL S. BIGGERSTAFF DB 3447 PG 504 DB 7095 PG 576 DB 3447 PG 508 DB 3447 PG 507 DB 1747 PG 513 DB 6736 PG 1479 MARY S. HODGIN BENJAMIN C. RUCH PB 179 PG 100 DB 7536 PG 1696 DB 3447 PG 498 DB 7562 PG 1902 DIANA ESPITIA CINDY LUPO KYLE LUPO PB 74 PG 73 DB 3447 PG 499 DB 3447 PG 498 DB 7622 PG 1589 CINDY LUPO KYLE LUPO PB 179 PG 100 DB 7711 PG 2298 SANDRA LARUE BOBBIE LARUE DB 3447 PG 503 DB 3447 PG 502 DB 2906 PG 498 CONC WENDY G. LARUE PB 74 PG 73 DB 7073 PG 1287 REEDY FORKREEDY FORK SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 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.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 4 -L- PI = 13+00.00 EL = 850.25' VC = 120' PI = 14+80.00 EL = 840.81' VC = 160' K = 26 (STRUCTURE PAY ITEM) EXCAVATION = 145 CY BEGIN GRADE STA. 11+00.00 BEGIN PROJECT STA. 11+50.00 EL = 859.71' EXIST TO MILL STA. 20+00.00 END PROJECT EXIST TO MILL END GRADE STA. 19+50.00 EL = 859.95'(-)6.3067%(-)5.2444% (+)0.9020% (+)7.8848% (+)6.5333% K = 113 PI = 17+25.00 VC = 190' K = 27 PI = 18+90.00 EL = 856.03' VC = 120' K = 89 EL = 843.02' BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 1,700 = 25 = 836.5 = 2,300 = 100 = 837.2 6,600 = 500+ = 842.0 = 1/18/2019 = 828.8 ( - ) 6.6009% (- ) 7.1167% (-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL GP ELEV. = 841.9' W/4' DEEP CAPS 1 SPAN: 1@85', SKEW 90 33" BOX BEAM BRIDGE C STA. 15+97.5 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=832.50' EXCAVATE TO DATE:01-18-2019 ELEV.=828.80' NORMAL WS (+) 6.6414% 18" RCP (TYP.) 3.5' KEY DEPTH 2 3 4 1 6 515+0020+00-L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131NAD 83/ NA 2011 -L- PC Sta. 16+58.11 -L- PT Sta. 18+83.98 -L- POT Sta. 21+00.00 -L- PT Sta. 15+39.29 -L- PC Sta. 11+89.60 -L- POT Sta. 10+00.00 18" 18" RETAIN 2GI TB REMOVE REMOVE RETAIN RETAIN 1.5:1( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D -L- STA. 11+00 TO 13+13 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1-L- STA. 17+30 TO 19+67 RT -L- STA. 11+00 TO 13+40 RT Max. d= 1.0 Ft. Min. D= 1.0 Ft. DETAIL B Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 -L- STA. 13+70 TO 14+75 RT DETAIL C Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile ( Not to Scale) TOE PROTECTION d -L- STA. 17+75 TO 19+50 LT Fill Slope2:1 or Flatter d= 1.0 Ft. Type of Liner= PSRM DETAIL E Ground Natural PSRM ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- STA. 14+75 TO 15+90 RT DETAIL D b= 5.0 Ft. B= 2.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE +10 RT BEGIN SBG 2 ELBOWS 15" W/ EST. 80 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL C LATERAL 'V' DITCH EST. 155 SY PSRM SEE DETAIL B LATERAL 'V' DITCH SEE DETAIL A LATERAL 'V' DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP DITCH EXIST TIE TO LIMITS EXCAVATION EST. 125 SY PSRM SEE DETAIL B LATERAL 'V' DITCH DETAIL F RIP RAP AT EMBANKMENT ( Not to Scale) Grade Ditch GEOTEXTILE Type of Liner= CL B Rip-Rap 1.5' -L- STA. 16+72 TO 16+95 RT EST. 30 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL F RIP RAP AT EMBANKMENT EST. 115 SY PSRM SEE DETAIL E TOE PROTECTION (STRUCTURE PAY ITEM) UP TO ELEV. 837.5' (TYP.) CLASS II RIP RAP +37+47+48+58EST. 130 CY DDE EST. 110 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D LATERAL BASE DITCH F F F F F E HC S S TS TS-L- 0 10050 100 SCALE: 1"= 100' HORIZ. ENGLISH SITE 1 PLAN VIEW G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04.dgnMOTT MACDONALD 1/14/2021WETLAND DENOTES FILL IN LEGEND F F IN WETLAND DENOTES EXCAVATIONEE HC HC CLEARING DENOTES HAND ON SHEET 4A SEE ENLARGED AREA SHEET 2 OF 7 PERMIT DRAWING S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS F C F F F F F F F F F C C C C C C C F SHEET 3 OF 7 PERMIT DRAWING8258308 3 0 830830830830830830830830830830830 8308 3 0 830835 835835835835835 835835835835835835835835835835835835835 835 835835 835835835835835835835835835835835835835835835835835835835 835 835835835835840 840840840840840840 840840840840840 8 4 0 8408408 4 08408 40 840840840840840840840840840840845 845 845 845 84584584584584584584 5845845845845845845 845 845 8 4 5 8458458458458458458458458458458458 5 0850 850850 850850850850850 850850850850 850850 850 850 850 8 5 0 850850850850 850850850850850850850855855855855855 855855855855855 855 8558558558558558 5 5855855855 855855855855855855860860860860860 8608608 6 0 860 860 8608608608608608608 6 0 8 6 0 860860860860860860865865865865865865865 865 865 865865865865865 86586 5 8 65865 865865865865865865870870870870 870 870 870 8708708708708708708708 7 0 870870870870870870870875875 87587587 5875875 875875875875880 8 8 0 88088088088588588515" RCP 15" RCP 18" RCP 18" RCP MTL MTL MTL MTL 4 8" PVC48" WD W/ 4SE 48"WW W/1SBW 22' BST SR 1858 BEESON RD. TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W 65.00'EXI STI NG R/WEXI STI NG R/ W C C T T EI PWOODS48"WW W/1SBW 15' BSTGR 12' GR16' GR18' GR8' SOIL20 .00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENT20.00'REF. PB 179 PG 10020' UTI LI TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENT-BL- 5 -BL- 4 WOODS EIP EIP HW CONC GATE MTL BM1 WOODS EIP EIP EIP EIP BRUSH WOODS WOODS PAVERS CONC RAP RIP RAP RIP WOODS WOODSPROJ. 6.492412 REF. NCDOT PDE WOODS EIP EIP EIP RAP RIP RAP RIP GATE MTL GATE MTL EIP -BL- 3 15" RCPW/1SBW48"WW S W/ 4SE48" WDPROJ. 6.492412 REF. NCDOT PDE PROJ. 6.492412 REF. NCDOT PDE W/ 4SE48" WDTERESA G. BIGGERSTAFF DANIEL S. BIGGERSTAFF DB 3447 PG 504 DB 7095 PG 576 DB 3447 PG 508 DB 3447 PG 507 DB 1747 PG 513 DB 6736 PG 1479 MARY S. HODGIN BENJAMIN C. RUCH PB 179 PG 100 DB 7536 PG 1696 DB 3447 PG 498 DB 7562 PG 1902 DIANA ESPITIA CINDY LUPO KYLE LUPO PB 74 PG 73 DB 3447 PG 499 DB 3447 PG 498 DB 7622 PG 1589 CINDY LUPO KYLE LUPO PB 179 PG 100 DB 7711 PG 2298 SANDRA LARUE BOBBIE LARUE DB 3447 PG 503 DB 3447 PG 502 DB 2906 PG 498 CONC WENDY G. LARUE PB 74 PG 73 DB 7073 PG 1287 REEDY FORKREEDY FORK SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 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.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 4 -L- PI = 13+00.00 EL = 850.25' VC = 120' PI = 14+80.00 EL = 840.81' VC = 160' K = 26 (STRUCTURE PAY ITEM) EXCAVATION = 145 CY BEGIN GRADE STA. 11+00.00 BEGIN PROJECT STA. 11+50.00 EL = 859.71' EXIST TO MILL STA. 20+00.00 END PROJECT EXIST TO MILL END GRADE STA. 19+50.00 EL = 859.95'(-)6.3067%(-)5.2444% (+)0.9020% (+)7.8848% (+)6.5333% K = 113 PI = 17+25.00 VC = 190' K = 27 PI = 18+90.00 EL = 856.03' VC = 120' K = 89 EL = 843.02' BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 1,700 = 25 = 836.5 = 2,300 = 100 = 837.2 6,600 = 500+ = 842.0 = 1/18/2019 = 828.8 ( - ) 6.6009% (- ) 7.1167% (-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL GP ELEV. = 841.9' W/4' DEEP CAPS 1 SPAN: 1@85', SKEW 90 33" BOX BEAM BRIDGE C STA. 15+97.5 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=832.50' EXCAVATE TO DATE:01-18-2019 ELEV.=828.80' NORMAL WS (+) 6.6414% 18" RCP (TYP.) 3.5' KEY DEPTH 2 3 4 1 6 515+0020+00-L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131NAD 83/ NA 2011 -L- PC Sta. 16+58.11 -L- PT Sta. 18+83.98 -L- POT Sta. 21+00.00 -L- PT Sta. 15+39.29 -L- PC Sta. 11+89.60 -L- POT Sta. 10+00.00 18" 18" RETAIN 2GI TB REMOVE REMOVE RETAIN RETAIN 1.5:1( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D -L- STA. 11+00 TO 13+13 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1-L- STA. 17+30 TO 19+67 RT -L- STA. 11+00 TO 13+40 RT Max. d= 1.0 Ft. Min. D= 1.0 Ft. DETAIL B Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 -L- STA. 13+70 TO 14+75 RT DETAIL C Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile ( Not to Scale) TOE PROTECTION d -L- STA. 17+75 TO 19+50 LT Fill Slope2:1 or Flatter d= 1.0 Ft. Type of Liner= PSRM DETAIL E Ground Natural PSRM ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- STA. 14+75 TO 15+90 RT DETAIL D b= 5.0 Ft. B= 2.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE +10 RT BEGIN SBG 2 ELBOWS 15" W/ EST. 80 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL C LATERAL 'V' DITCH EST. 155 SY PSRM SEE DETAIL B LATERAL 'V' DITCH SEE DETAIL A LATERAL 'V' DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP DITCH EXIST TIE TO LIMITS EXCAVATION EST. 125 SY PSRM SEE DETAIL B LATERAL 'V' DITCH DETAIL F RIP RAP AT EMBANKMENT ( Not to Scale) Grade Ditch GEOTEXTILE Type of Liner= CL B Rip-Rap 1.5' -L- STA. 16+72 TO 16+95 RT EST. 30 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL F RIP RAP AT EMBANKMENT EST. 115 SY PSRM SEE DETAIL E TOE PROTECTION (STRUCTURE PAY ITEM) UP TO ELEV. 837.5' (TYP.) CLASS II RIP RAP +37+47+48+58EST. 130 CY DDE EST. 110 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D LATERAL BASE DITCH F F F F F E HC S S TS TS-L- 0 10050 100 SCALE: 1"= 100' HORIZ. ENGLISH SITE 1 PLAN VIEW G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04_con.dgnMOTT MACDONALD 1/14/2021WETLAND DENOTES FILL IN LEGEND F F IN WETLAND DENOTES EXCAVATIONEE HC HC CLEARING DENOTES HAND ON SHEET 4A SEE ENLARGED AREA SHEET 2 OF 7 PERMIT DRAWING S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS F C F F F F F F F F F C C C C C C C F 15" RCP 18" RCP MTL MTL MTL MTL T WOODS48"WW W/1SBW 8' SOILEIP PAVERS CONC RAP RIP15" RCPW/1SBW48"WW S SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC Office of: Prepared in the 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com 18" RETAIN O 2GI TB REMOVE 1.5:1F F F F F E HC S S TS TS-L- ENGLISH NAD 83/ 95 IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF E E HC HC CLEARING DENOTES HAND G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04A.dgnMOTT MACDONALD 1/14/20210 3015 30 SCALE: 1"= 30' HORIZ. 4A SITE 1 PLAN VIEW ENLARGED 2 ELBOWS 15" W/ LEGEND SHEET 4 OF 7 PERMIT DRAWING 15+00S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS F F F F F C C SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC Office of: Prepared in the 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com 825830830830830830830835835835 835835835 8358358408408408408408 4 0 15" RCP 18" RCP MTL MTL MTL MTL T WOODS48"WW W/1SBW 8' SOILEIP PAVERS CONC RAP RIP15" RCPW/1SBW48"WW S 18" RETAIN O 2GI TB REMOVE 1.5:1F F F F F E HC S S TS TS-L- ENGLISH NAD 83/ 95 G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04A_con.dgnMOTT MACDONALD 1/14/20210 3015 30 SCALE: 1"= 30' HORIZ. 4A 2 ELBOWS 15" W/ SHEET 5 OF 7 PERMIT DRAWING 15+00IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF E E HC HC CLEARING DENOTES HAND S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES PERMANENT V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS SITE 1 PLAN VIEW ENLARGED F F F F F C C SHEET NO.0 105 PROJECT REFERENCE 17BP.7.R.131 - GUILFORD 85 840.30 EOPEOPEXIST. R/WEXIST. R/W0.059 0.059VAR. 830.773:1X-3 840 840 850 850 830 830 15+00.00 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 -L- SITE 1 WETLAND G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_xpl.dgnMOTT MACDONALD 1/14/2021SHEET 6 OF 7 PERMIT DRAWING 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+49 TO 15+85 RT.33" BOX BEAM, 1 SPAN @ 85'0.01 < 0.01 < 0.01 1 -L- 15+95 TO 16+01 EXISTING BENT REMOVAL < 0.01 31 1 -L- 15+88 TO 15+92 RT.BANK STABILIZATION < 0.01 14 1 -L- 16+72 TO 16+91 RT.BANK STABILIZATION < 0.01 9 TOTALS*:0.01 < 0.01 < 0.01 < 0.01 < 0.01 23 31 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 7 OF 7 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS GUILFORD COUNTY 17BP.7.R.131 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 14, 2021 2098 2132 4416 4415 2064 1863 1909 1864 2007 2001 2000 2068 2081 2080 2003 1846 1865 2004 2008 2086 2091 1858 2009 1843 2099 1008 4435 4447 4466 2007 4469 2010 Colfax 4453 4452 2007 C630 4630 4631 1008 Southern Corp.GUILFORD COUNTYFORSYTH COUNTY40 BUS 421 Norfolk 2133 4319 4431 4493 4495 4494 2601 2042 2037 2124 2038 2082 2039 2036 1005 150 Norfolk 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:TIP PROJECT: 17BP.7.R.13117BP.7.R.131 DIVISION OF HIGHWAYS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 GUILFORD COUNTY ELENI M. RIGGS, PE TOTAL LENGTH TIP PROJECT = 0.170 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES LENGTH ROADWAY TIP PROJECT = 0.153 MILES 2018 STANDARD SPECIFICATIONS Prepared in the Office of Mott MacDonald for V = 45 MPH ADT 2025 = 2600 ADT 2015 = 1300 COLLECTOR SUB REGIONAL TIER LOCATION: BRIDGE NO. 85 OVER REEDY FORK ON SR 1858 (BEESON ROAD) www.mottmac.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 7621 Purfoy Road, Suite 115 -L- Sta. 15+53.88 BEGIN BRIDGE -L- Sta. 15+43.00 BEGIN APPROACH SLAB -L- Sta. 16+41.13 END BRIDGE -L- Sta. 16+52.00 END APPROACH SLAB -L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131 RIDGE ROADTO OAK TO COLFAX-L- BEESON ROADSR 1858 LIMITS PROJECT 17BP.7.R.131 REEDY FORK G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_tsh.dgnMOTT MACDONALD 1/14/2021ENGLISH BUFFER IMPACTS PERMIT SHEET 1 OF 7 BUFFER DRAWING NAD 83/NA 2011 15" RCP 15" RCP 18" RCP 18" RCP MTL MTL MTL MTL 4 8" PVC48" WD W/ 4SE 48"WW W/1SBW 22' BST SR 1858 BEESON RD. TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W 65.00'EXI STI NG R/WEXI STI NG R/ W C C T T WOODS48"WW W/1SBW 15' BSTGR 12' GR16' GR18' GR8' SOIL20 .00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTREF. PB 179 PG 10020' UTI LI TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS HW CONC GATE MTL BM1 WOODS BRUSH WOODS WOODS PAVERS CONC RAP RIP RAP RIP WOODS WOODSPROJ. 6.492412 REF. NCDOT PDE WOODS RAP RIP RAP RIP GATE MTL GATE MTL 15" RCPW/1SBW48"WW S W/ 4SE48" WDPROJ. 6.492412 REF. NCDOT PDE PROJ. 6.492412 REF. NCDOT PDE W/ 4SE48" WDTERESA G. BIGGERSTAFF DANIEL S. BIGGERSTAFF MARY S. HODGIN BENJAMIN C. RUCH DIANA ESPITIA CINDY LUPO KYLE LUPO CINDY LUPO KYLE LUPO SANDRA LARUE BOBBIE LARUE CONC WENDY G. LARUE REEDY FORKREEDY FORK SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 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.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 4 -L- PI = 13+00.00 EL = 850.25' VC = 120' PI = 14+80.00 EL = 840.81' VC = 160' K = 26 (STRUCTURE PAY ITEM) EXCAVATION = 145 CY BEGIN GRADE STA. 11+00.00 BEGIN PROJECT STA. 11+50.00 EL = 859.71' EXIST TO MILL STA. 20+00.00 END PROJECT EXIST TO MILL END GRADE STA. 19+50.00 EL = 859.95'(-)6.3067%(-)5.2444% (+)0.9020% (+)7.8848% (+)6.5333% K = 113 PI = 17+25.00 VC = 190' K = 27 PI = 18+90.00 EL = 856.03' VC = 120' K = 89 EL = 843.02' BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 1,700 = 25 = 836.5 = 2,300 = 100 = 837.2 6,600 = 500+ = 842.0 = 1/18/2019 = 828.8 ( - ) 6.6009% (- ) 7.1167% (-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL GP ELEV. = 841.9' W/4' DEEP CAPS 1 SPAN: 1@85', SKEW 90 33" BOX BEAM BRIDGE C STA. 15+97.5 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=832.50' EXCAVATE TO DATE:01-18-2019 ELEV.=828.80' NORMAL WS (+) 6.6414% 18" RCP (TYP.) 3.5' KEY DEPTH 2 3 4 1 6 515+0020+00-L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131NAD 83/ NA 2011 -L- PC Sta. 16+58.11 -L- PT Sta. 18+83.98 -L- POT Sta. 21+00.00 -L- PT Sta. 15+39.29 -L- PC Sta. 11+89.60 -L- POT Sta. 10+00.00 18" 18" RETAIN 2GI TB REMOVE REMOVE RETAIN RETAIN 1.5:1( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D -L- STA. 11+00 TO 13+13 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1-L- STA. 17+30 TO 19+67 RT -L- STA. 11+00 TO 13+40 RT Max. d= 1.0 Ft. Min. D= 1.0 Ft. DETAIL B Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 -L- STA. 13+70 TO 14+75 RT DETAIL C Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile ( Not to Scale) TOE PROTECTION d -L- STA. 17+75 TO 19+50 LT Fill Slope2:1 or Flatter d= 1.0 Ft. Type of Liner= PSRM DETAIL E Ground Natural PSRM ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- STA. 14+75 TO 15+90 RT DETAIL D b= 5.0 Ft. B= 2.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE +10 RT BEGIN SBG 2 ELBOWS 15" W/ EST. 80 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL C LATERAL 'V' DITCH EST. 155 SY PSRM SEE DETAIL B LATERAL 'V' DITCH SEE DETAIL A LATERAL 'V' DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP DITCH EXIST TIE TO LIMITS EXCAVATION EST. 125 SY PSRM SEE DETAIL B LATERAL 'V' DITCH DETAIL F RIP RAP AT EMBANKMENT ( Not to Scale) Grade Ditch GEOTEXTILE Type of Liner= CL B Rip-Rap 1.5' -L- STA. 16+72 TO 16+95 RT EST. 30 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL F RIP RAP AT EMBANKMENT EST. 115 SY PSRM SEE DETAIL E TOE PROTECTION (STRUCTURE PAY ITEM) UP TO ELEV. 837.5' (TYP.) CLASS II RIP RAP +37+47+48+58EST. 130 CY DDE EST. 110 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D LATERAL BASE DITCH -L- 0 10050 100 SCALE: 1"= 100' HORIZ. ENGLISH SITE 1 PLAN VIEW G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04.dgnMOTT MACDONALD 1/14/2021ON SHEET 4A SEE ENLARGED AREA (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SHEET 2 OF 7 BUFFER DRAWING V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS F C F F F F F F F F F C C C C C C C F 8258308 3 0 830830830830830830830830830830830 8308 3 0 830835 835835835835835 835835835835835835835835835835835835835 835 835835 835835835835835835835835835835835835835835835835835835835 835 835835835835840 840840840840840840 840840840840840 8 4 0 8408408 4 08408 40 840840840840840840840840840840845 845 845 845 84584584584584584584 5845845845845845845 845 845 8 4 5 8458458458458458458458458458458458 5 0850 850850 850850850850850 850850850850 850850 850 850 850 8 5 0 850850850850 850850850850850850850855855855855855 855855855855855 855 8558558558558558 5 5855855855 855855855855855855860860860860860 8608608 6 0 860 860 8608608608608608608 6 0 8 6 0 860860860860860860865865865865865865865 865 865 865865865865865 86586 5 8 65865 865865865865865865870870870870 870 870 870 8708708708708708708708 7 0 870870870870870870870875875 87587587 5875875 875875875875880 8 8 0 88088088088588588515" RCP 15" RCP 18" RCP 18" RCP MTL MTL MTL MTL 4 8" PVC48" WD W/ 4SE 48"WW W/1SBW 22' BST SR 1858 BEESON RD. TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W 65.00'EXI STI NG R/WEXI STI NG R/ W C C T T WOODS48"WW W/1SBW 15' BSTGR 12' GR16' GR18' GR8' SOIL20 .00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTREF. PB 179 PG 10020' UTI LI TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS HW CONC GATE MTL BM1 WOODS BRUSH WOODS WOODS PAVERS CONC RAP RIP RAP RIP WOODS WOODSPROJ. 6.492412 REF. NCDOT PDE WOODS RAP RIP RAP RIP GATE MTL GATE MTL 15" RCPW/1SBW48"WW S W/ 4SE48" WDPROJ. 6.492412 REF. NCDOT PDE PROJ. 6.492412 REF. NCDOT PDE W/ 4SE48" WDTERESA G. BIGGERSTAFF DANIEL S. BIGGERSTAFF MARY S. HODGIN BENJAMIN C. RUCH DIANA ESPITIA CINDY LUPO KYLE LUPO CINDY LUPO KYLE LUPO SANDRA LARUE BOBBIE LARUE CONC WENDY G. LARUE REEDY FORKREEDY FORK SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 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.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 4 -L- PI = 13+00.00 EL = 850.25' VC = 120' PI = 14+80.00 EL = 840.81' VC = 160' K = 26 (STRUCTURE PAY ITEM) EXCAVATION = 145 CY BEGIN GRADE STA. 11+00.00 BEGIN PROJECT STA. 11+50.00 EL = 859.71' EXIST TO MILL STA. 20+00.00 END PROJECT EXIST TO MILL END GRADE STA. 19+50.00 EL = 859.95'(-)6.3067%(-)5.2444% (+)0.9020% (+)7.8848% (+)6.5333% K = 113 PI = 17+25.00 VC = 190' K = 27 PI = 18+90.00 EL = 856.03' VC = 120' K = 89 EL = 843.02' BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = 1,700 = 25 = 836.5 = 2,300 = 100 = 837.2 6,600 = 500+ = 842.0 = 1/18/2019 = 828.8 ( - ) 6.6009% (- ) 7.1167% (-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL GP ELEV. = 841.9' W/4' DEEP CAPS 1 SPAN: 1@85', SKEW 90 33" BOX BEAM BRIDGE C STA. 15+97.5 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP ELEV=832.50' EXCAVATE TO DATE:01-18-2019 ELEV.=828.80' NORMAL WS (+) 6.6414% 18" RCP (TYP.) 3.5' KEY DEPTH 2 3 4 1 6 515+0020+00-L- POT Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.131 -L- POT Sta. 20+00.00 END PROJECT 17BP.7.R.131NAD 83/ NA 2011 -L- PC Sta. 16+58.11 -L- PT Sta. 18+83.98 -L- POT Sta. 21+00.00 -L- PT Sta. 15+39.29 -L- PC Sta. 11+89.60 -L- POT Sta. 10+00.00 18" 18" RETAIN 2GI TB REMOVE REMOVE RETAIN RETAIN 1.5:1( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D -L- STA. 11+00 TO 13+13 LT Min. D= 1.0 Ft. DETAIL A Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2:1-L- STA. 17+30 TO 19+67 RT -L- STA. 11+00 TO 13+40 RT Max. d= 1.0 Ft. Min. D= 1.0 Ft. DETAIL B Type of Liner= PSRM Ground Natural Flatter3:1 or Slope Fill ( Not to Scale) SPECIAL LATERAL 'V' DITCH D d 2: 1 -L- STA. 13+70 TO 14+75 RT DETAIL C Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= Cl B Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile ( Not to Scale) TOE PROTECTION d -L- STA. 17+75 TO 19+50 LT Fill Slope2:1 or Flatter d= 1.0 Ft. Type of Liner= PSRM DETAIL E Ground Natural PSRM ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 1"/Ft. -L- STA. 14+75 TO 15+90 RT DETAIL D b= 5.0 Ft. B= 2.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE +10 RT BEGIN SBG 2 ELBOWS 15" W/ EST. 80 SY GEOTEXTILE EST. 35 TONS RIP RAP SEE DETAIL C LATERAL 'V' DITCH EST. 155 SY PSRM SEE DETAIL B LATERAL 'V' DITCH SEE DETAIL A LATERAL 'V' DITCH EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP DITCH EXIST TIE TO LIMITS EXCAVATION EST. 125 SY PSRM SEE DETAIL B LATERAL 'V' DITCH DETAIL F RIP RAP AT EMBANKMENT ( Not to Scale) Grade Ditch GEOTEXTILE Type of Liner= CL B Rip-Rap 1.5' -L- STA. 16+72 TO 16+95 RT EST. 30 SY GEOTEXTILE EST. 20 TONS RIP RAP SEE DETAIL F RIP RAP AT EMBANKMENT EST. 115 SY PSRM SEE DETAIL E TOE PROTECTION (STRUCTURE PAY ITEM) UP TO ELEV. 837.5' (TYP.) CLASS II RIP RAP +37+47+48+58EST. 130 CY DDE EST. 110 SY GEOTEXTILE EST. 40 TONS RIP RAP SEE DETAIL D LATERAL BASE DITCH -L- 0 10050 100 SCALE: 1"= 100' HORIZ. ENGLISH SITE 1 PLAN VIEW G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04_con.dgnMOTT MACDONALD 1/14/2021ON SHEET 4A SEE ENLARGED AREA (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SHEET 2 OF 7 BUFFER DRAWING V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS SHEET 3 OF 7 BUFFER DRAWING F C F F F F F F F F F C C C C C C C F 15" RCP 18" RCP MTL MTL MTL MTL T WOODS48"WW W/1SBW 8' SOILPAVERS CONC RAP RIP15" RCPW/1SBW48"WW S SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC Office of: Prepared in the 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com 18" RETAIN O 2GI TB REMOVE 1.5:1-L- ENGLISH NAD 83/ 95 G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04A.dgnMOTT MACDONALD 1/14/20210 3015 30 SCALE: 1"= 30' HORIZ. 4A (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SHEET 4 OF 7 BUFFER DRAWING 15+00V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS SITE 1 PLAN VIEW ENLARGED 2 ELBOWS 15" W/ F F F F F C C SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.131 - GUILFORD 85 LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC Office of: Prepared in the 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com 825830830830830830830835835835 835835835 8358358408408408408408 4 0 15" RCP 18" RCP MTL MTL MTL MTL T WOODS48"WW W/1SBW 8' SOILEIP PAVERS CONC RAP RIP15" RCPW/1SBW48"WW S 18" RETAIN O 2GI TB REMOVE 1.5:1-L- ENGLISH NAD 83/ 95 G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04A_con.dgnMOTT MACDONALD 1/14/20210 3015 30 SCALE: 1"= 30' HORIZ. 4A (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') RIPARIAN BUFFER (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SHEET 5 OF 7 BUFFER DRAWING 15+00V10=3.3 fps Q10=32 cfs AT TOP OF BANK EXISTING DITCH ENDS SITE 1 PLAN VIEW ENLARGED V10=1.9 fps Q10=4.9 cfs AT TOP OF BANK EXISTING DITCH ENDS 2 ELBOWS 15" W/ F F F F F C C Site Station Structure No.(From/To)Size / Type 1 -L- 15+27 to 16+72 33" BOX BEAM, 1 SPAN @ 85'X 5370 5370 X 561 561 X 2254 2254 X 199 199 5931 2453 8384 0 0 0 0 0 NOTES: Revised 2018 Feb SHEET 6 OF 7 ALLOWABLE MITIGABLE JANUARY 5, 2021 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) GUILFORD COUNTY 17BP.7.R.131 BUFFER REPLACEMENT IMPACTS RIPARIAN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS TOTALS*: ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TYPE ZONE 1 (ft2)ZONE 2 (ft2) 1 -L- 15+37 TO 15+85 139 79 139 79 Revised 2018 Feb SHEET 7 OF 7 WETLANDS IN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JANUARY 14, 2021 GUILFORD COUNTY 17BP.7.R.131 WETLANDS IN BUFFERS SITE NO.STATION (FROM/TO) TOTAL: Rev. Jan 2009