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Home My WebLink About20171102 Ver 1_Impact Information_20170901(Version 2.06; Released June 2016)17BP.5.R.54TIP No.:BMU-310117County(ies):Durham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?Nutrient Sensitive Waters (NSW)Supplemental Classification: Wooded, low residential Mud Creek16-41-1-100.60.230 milesProject DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:0.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomslauffer@ncdot.govRaleigh, NC 27560Address:1/12/2017DurhamDurhamMatthew Lauffer, PE1590 Mail Services UnitWBS Element:Bridge ReplacementWBS Element:Trent Cormier, PENCDOT Contact:(919) 707-67035121 Kingdom Way, Suite 100Raleigh, NC 27607Contractor / Designer:(919) 900-1608ICA Engineering, Inc.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationBMU-31011717BP.5.R.54Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to replace Durham County Bridge #117 over Mud Creek on West Cornwallis Road (SR 1308). The exisiting sturcture has 3 spans: 1@17'4; 1@17; 1@17'8 with an overall length of 52', and is a timber deck supported by timber caps and timber piles. The proposed structure is a single span 1@70, 24" pre-stressed concrete cored slab bridge. The proposed bridge will have spill through abutments with 4' caps skewed at 90 degrees. Within the project limits, Mud Creek is a FEMA Zone AE redelineated detail studied stream. This structure has been designed to have as little environmental and surface water impacts as possible. Excavation was kept to a minimum and was kept outside of the existing natural top of banks. There are exisiting roadside ditches which end at wetland boundaries with non-erosive volicities.There are proposed roadside ditches lined with rip-rap to prevent erosive velocities. In the areas that don't have proposed ditches, there will be sheet flow through the grass shoulder areas to provide stormwater treatment for pavement runoff before entering the wetlands with non-erosive velocities. The rip-rap pad at the pipe outlet was designed to dissipate energy to proved a diffuse (sheet) flow to the wetland. Variable roadway fill slopes of 3:1 and 2:1 were designed to minimize impacts to the wetlands. Jordan LakeBuffer Rules in Effect:3300W Cornwallis Road (SR 1308): Two 11' paved lanes (total 22' wide), 4' paved shoulder on each side.Waterbody Information2011NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Bodyac.W Cornwallis Road (SR 1308): Two 10.5 ' paved lanes (total 21' wide), Unpaved shouders.6600trenton.cormier@hdrinc.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) SITE 1 SITE 2 MUD CREEKUS 15/501TO SR 1308 -L- LOCATION PROJECT 17BP.5.R.54 CORNWALLIS ROAD CITY OF DURHAM CITY OF DURHAM -L- STA 5+85.00 BEGIN PROJECT 17BP.5.R.54 -L- STA 18+00.00 END PROJECT 17BP.5.R.54 R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_tsh.dgnICA ENGINEERING, INC.8/29/2017ENGLISH WETLAND AND SURFACE WATER IMPACTS PERMIT INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET 1 OF 11 PERMIT DRAWING JS FEATURE ENDS JS FEATURE BEGINS -L- Sta. 14+94.88 BEGIN BRIDGE -L- Sta. 15+67.13 END BRIDGE -L- Sta. 15+78.00 END APPROACH SLAB -L- Sta. 14+84.00 BEGIN APPROACH SLAB NAD 83/ NA 2011 NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) OFF-SITE DETOUR SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: 17BP.5.R.54 TIP PROJECT: 17BP.5.R.54DURHAM COUNTY DIVISION 5 17BP.5.R.54 $$$$USERNAME$$$$ NCDOT CONTACT:LISA GILCHRIST, EI LETTING DATE: RIGHT OF WAY DATE: PROJECT LENGTH 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 0 502550 100 50 25 50 100 10 5 10 20 GRAPHIC SCALES DESIGN DATA LOCATION: BRIDGE NO. 117 OVER MUD CREEK ON SR 1308 (CORNWALLIS ROAD) SUB REGIONAL TIER MINOR ARTERIAL CLASS = TRENT CORMIER, PE TOTAL LENGTH TIP PROJECT = 0.230 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES LENGTH ROADWAY TIP PROJECT = 0.216 MILES V = 45 MPH ADT (2025) = 6600 ADT (2011) = 3300 LICENSE NO. F-0669 DECEMBER 5, 2016 OCTOBER 11, 2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE AND SIGNAL PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com/americas 1308 1307 Corn wallis Rd. 1307 1308 ErwinRd. 751 501 15 501 15 Cor n wallis Rd. 751 Erwin Rd.Cor nwal l i s Rd.317 300PR WOODS ANC WOODS SSSSSGUY GUYS GUY GUY WOODS WOODS WOODS WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY GUY RAP RIP (SEE NOTE #3) LT SIG LT SIG MUD CREEKMUD CREEK31-0117-1 EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK 21’-22’ BST (VAR.) SR 1308 CORNWALLIS ROAD THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY BM#1 24" RCP TTTEIP DB 5215 PG 312 MTLCONC. DB 5174 PG 117 EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W LTD PRTNRSHP MCCRACKEN FAMILY GROUP INC LEGACY BUILDERS (CORNWALLIS RD.)SR 1308 VAR BST EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00 END PROJECT -L- PC Sta. 15+75.31 -L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00 BEGIN PROJECT -L- PC Sta. 7+28.84 -L- PT Sta. 9+17.44 -Y- POT Sta. 10+00.00 -Y- POT Sta. 15+00.31 -Y- POT Sta. 12+52.79 -L- POT Sta. 5+60.00 NAD 83/ NA 2011 15"(TYP.)+78(TYP.)+84( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2:1-L- STA. 8+00 TO 9+00 LT DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL "B" Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile +42 LT BEGIN SBG EST. 15 SY GEOTEXTILE EST. 6 TONS CLASS B RIP RAP RCP-IV 15" (STRUCTURE PAY ITEM) SHOULDER POINT (TYP.) CLASS II RIP RAP UP TO LIMITS EXCAVATION EST. 5 SY GEOTEXTILE EST. 1 TON CLASS B RIP RAP EST. 100 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL D ROADWAY CUT DITCH EST. 300 SY PSRM SEE DETAIL C TOE PROTECTION ( Not to Scale) TOE PROTECTION d -L- STA. 8+90 TO STA. 13+15 RT Fill Slope2:1 or Flatter d= 1 Ft. Type of Liner= PSRM DETAIL C Ground Natural PSRM EST. 70 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL A SPECIAL LATERAL V DITCH EST. 135 SY GEOTEXTILE EST. 115 TONS RIP RAP SEE DETAIL B SPECIAL LATERAL BASE DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) ROADWAY CUT DITCH -L- STA. 9+00 TO 10+50 LT Slope Ditch Front DETAIL D Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile 2GI 2GI JS FEATURE ENDS d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH -L- STA. 8+00 TO 8+90 RT Slope Fill DETAIL B B= 6 Ft. Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL I Rip-Rap Ground Natural Geotextile 1 1 1 1 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE $$$$USERNAME$$$$Office of: Prepared in the LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC LICENSE NO. F-0258 ICA ENGINEERING 025’25’50’ HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 17BP.5.R.54 - DURHAM 117 E S S S S F F F F F F F F F F F F F F F FF JS FEATURE BEGINS JS FEATURE ENDS TS S TS ENGLISH R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4.dgnICA ENGINEERING, INC.8/29/20170 10050 100 SCALE: 1"= 100’ HORIZ. LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENTSS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZEDSITE 1 AND SITE 2 PLAN VIEW WETLAND AND SURFACE WATER IMPACTS PERMIT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 ON SHEET 4A AREA SITE 1 SEE ENLARGED SITE 1 SITE 2 WETLAND DENOTES FILL INFF ON SHEET 4B & SITE 3 AREA SITE 2 SEE ENLARGED SITE 3 SHEET 2 OF 11 PERMIT DRAWING F C C F C F F F F F F F F F F F F C C 26527027 0270270270270 2 7 5275275275275275275275275275 275275275280280 280280280280 280280280280 280 280285285285285285290290290290 290295295295 295295295300300300300 300 300300300 305305 305305305305310310310310 310 310315315 315 315315315320320320320320320325325325 325325325325330330330335335340300PR WOODS ANC WOODS SSSSSGUY GUYS GUY GUY WOODS WOODS WOODS WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY GUY RAP RIP (SEE NOTE #3) LT SIG LT SIG MUD CREEKMUD CREEK31-0117-1 EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK 21’-22’ BST (VAR.) SR 1308 CORNWALLIS ROAD THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY BM#1 24" RCP TTTEIP DB 5215 PG 312 MTLCONC. DB 5174 PG 117 EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W LTD PRTNRSHP MCCRACKEN FAMILY GROUP INC LEGACY BUILDERS (CORNWALLIS RD.)SR 1308 VAR BST EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00 END PROJECT -L- PC Sta. 15+75.31 -L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00 BEGIN PROJECT -L- PC Sta. 7+28.84 -L- PT Sta. 9+17.44 -Y- POT Sta. 10+00.00 -Y- POT Sta. 15+00.31 -Y- POT Sta. 12+52.79 -L- POT Sta. 5+60.00 NAD 83/ NA 2011 15"(TYP.)+78(TYP.)+84( Not to Scale) SPECIAL LATERAL ’V’ DITCH D d 2:1-L- STA. 8+00 TO 9+00 LT DETAIL A Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL "B" Rip-Rap Slope Fill Flatter3:1 or Ground Natural Geotextile +42 LT BEGIN SBG EST. 15 SY GEOTEXTILE EST. 6 TONS CLASS B RIP RAP RCP-IV 15" (STRUCTURE PAY ITEM) SHOULDER POINT (TYP.) CLASS II RIP RAP UP TO LIMITS EXCAVATION EST. 5 SY GEOTEXTILE EST. 1 TON CLASS B RIP RAP EST. 100 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL D ROADWAY CUT DITCH EST. 300 SY PSRM SEE DETAIL C TOE PROTECTION ( Not to Scale) TOE PROTECTION d -L- STA. 8+90 TO STA. 13+15 RT Fill Slope2:1 or Flatter d= 1 Ft. Type of Liner= PSRM DETAIL C Ground Natural PSRM EST. 70 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL A SPECIAL LATERAL V DITCH EST. 135 SY GEOTEXTILE EST. 115 TONS RIP RAP SEE DETAIL B SPECIAL LATERAL BASE DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) ROADWAY CUT DITCH -L- STA. 9+00 TO 10+50 LT Slope Ditch Front DETAIL D Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile 2GI 2GI JS FEATURE ENDS d 2:1B D ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH -L- STA. 8+00 TO 8+90 RT Slope Fill DETAIL B B= 6 Ft. Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL I Rip-Rap Ground Natural Geotextile 1 1 1 1 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE $$$$USERNAME$$$$Office of: Prepared in the LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC LICENSE NO. F-0258 ICA ENGINEERING 025’25’50’ HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 17BP.5.R.54 - DURHAM 117 E S S S S F F F F F F F F F F F F F F F FF JS FEATURE BEGINS JS FEATURE ENDS TS S TS ENGLISH R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4.dgnICA ENGINEERING, INC.8/29/20170 10050 100 SCALE: 1"= 100’ HORIZ. LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENTSS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZEDSITE 1 AND SITE 2 PLAN VIEW WETLAND AND SURFACE WATER IMPACTS PERMIT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 ON SHEET 4A AREA SITE 1 SEE ENLARGED SITE 1 SITE 2 WETLAND DENOTES FILL INFF ON SHEET 4B & SITE 3 AREA SITE 2 SEE ENLARGED SITE 3 SHEET 3 OF 11 PERMIT DRAWING F C C F C F F F F F F F F F F F F C C 300PR WOODS ANC WOODS (SEE NOTE #3) EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY10+001 1 E S S S S F F F F F F F F F F F F F F F FF JS FEATURE BEGINS JS FEATURE ENDS TS S TS8/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4a.dgnICA ENGINEERING, INC.8/29/2017SITE 1 DETAIL SHEET FOR 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF 4A Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC SHEET 4 OF 11 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 C C F F F F C C 2752 7 5 280280280280285285 285285290290290 290295295295 295295300300300 300 300300300 305305 305305305310310315 315300PR WOODS ANC WOODS (SEE NOTE #3) EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY10+001 1 E S S S S F F F F F F F F F F F F F F F FF JS FEATURE BEGINS JS FEATURE ENDS TS S TS8/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4a.dgnICA ENGINEERING, INC.8/29/2017SITE 1 DETAIL SHEET FOR 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT S S TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED WETLAND DENOTES FILL INFF 4A Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC SHEET 5 OF 11 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 C C F F F F C C (SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITYTT15+0015"RCP-IV 15" 2GI 2GI 1 18/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4b.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC SHEET NO. HYDRAULICS ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LEGEND CLEARING DENOTES MECHANIZED 4B SITE 2 SHEET 6 OF 11 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com Office of: Prepared in the ROADWAY DESIGN ENGINEER NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 SITE 2 DETAIL SHEET FOR F F F F F F 2652702 7 02702702702702 7 5275275275275275275275275275280280280280280(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITYTT15+0015"RCP-IV 15" 2GI 2GI 1 18/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4b.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC SHEET NO. HYDRAULICS ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION LEGEND CLEARING DENOTES MECHANIZED 4B SITE 2 SHEET 7 OF 11 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com Office of: Prepared in the ROADWAY DESIGN ENGINEER NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 SITE 2 DETAIL SHEET FOR F F F F F F R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_pfl.dgnICA ENGINEERING, INC.8/24/2017SHEET NO.PROJECT REFERENCE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 5 Office of: Prepared in the LICENSE NO. F-0258 ICA ENGINEERING PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 17BP.5.R.54 - DURHAM 117 ENGLISH 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE SHEET 8 OF 11 PERMIT DRAWING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 260 240 250 270 280 290 300 10 11 12 13 14 15 16 17 18 19 -L- 230 220 210 200 240 250 260 270 280 290 300 230 220 210 200 PI = 10+30.00 EL = 284.25’ DS = 35 MPH PI = 16+95.00 EL = 282.57’ DS = 45 MPH EL = 325.07’ STA. 5+85.00 BEGIN GRADE EL = 285.75’ STA. 18+00.00 END GRADE VC = 450’VC = 210’ 6 7 8 9 310 320 330 340 310 320 330 340 EL = 323.39’ DS = 25 MPH PI = 6+25.00 VC = 80’ K = 15 K = 51 PI = 13+90.00 EL = 281.01’ DS = 55 MPH VC = 180’ K = 128(-)4 .20 0 0% (-)9.6642%(-)0.9000% (+)0.5115%(+)3.0286% K = 83 (STRUCTURE PAY ITEM) EXCAVATION = 130 CY GP ELEV. = 281.73’ 1 @ 70’; SKEW 90 w/4’ DEEP CAPS SINGLE SPAN 24" PCCS BRIDGE C STA. 15+31 -L-L DEPTH (TYP.) 3.5’ KEY ELEV. = 270.5’ NORMAL WS (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP o 0.00%0.00%(-)4 .0 800% ELEV.=275.0’ ELEV.=275.0’ BRIDGE EXISTING REMOVE (SEE SHEET 1C-1) L STATION 12+86.00 32’ LT RR SPIKE IN 20 INCH OAK BM #1 ELEVATION = 278.92’ (SEE SHEET 1C-1) L STATION 15+94.00 36’ LT RR SPIKE IN 24 INCH GUM BM #2 ELEVATION = 276.55’ 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 = 50 YRS CFS FT CFS YRS FT CFS YRS FT = 2460 = 279.8 = 2820 = 100 = 2900 = 281.3 = 270.5 = 10-30-2014 = 100+ = 280.7ELEV. = 299.99-L- STA. 8+00BEGIN SP DITCH LTELEV. = 290.37-L- STA. 8+90END SP DITCH RTELEV. = 295.91-L- STA. 9+00END SP DITCH LTELEV. = 292.31-L- STA. 8+00BEGIN SP DITCH RT(-)0.9500%ELEV. = 290.75-L- STA. 8+50PI SP DITCH RT(-)3 .1200% SHEET NO. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 105 PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 290.88EXIST. R/WEXIST. R/WEOPEOP0.020 0.020 4:12:13:1288.39 X-3 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 290 290 300 300 310 310 280 280 10+00.00 290 290 300 300 280 280 -L- ENGLISH SITE 1 WETLAND R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_xpl.dgnICA ENGINEERING, INC.8/24/2017SHEET 9 OF 11 PERMIT DRAWING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 105 PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 X-4 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150 280 280 290 290 270 270 14+00.00 -L- ENGLISH SITE 2 281.67EXIST. R/WEXIST. R/WEOPEOP0.020 3:13:1 0.002 WETLAND R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_xpl.dgnICA ENGINEERING, INC.8/24/2017SHEET 10 OF 11 PERMIT DRAWING 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) 1 FROM-L- 7+95 RT TO 9+02 RT CHANNEL RELOCATION < 0.01 < 0.01 103 17 1 FROM -L- 7+80 RT TO 13+15 RT ROADWAY FILL/EXCAVATION 0.05 < 0.01 0.11 2 FROM -L- 13+82 LT TO 14+47 LT ROADWAY FILL < 0.01 TOTALS*:0.05 0.01 0.12 0.01 0.01 103 17*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 11OF 11 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSDURHAM COUNTYSF-31011717BP.5.R.54NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSAUGUST 29, 2017 SITE 2 SITE 1 MUD CREEKUS 15/501TO LOCATION PROJECT 17BP.5.R.54 CITY OF DURHAM CITY OF DURHAM -L- STA 5+85.00 BEGIN PROJECT 17BP.5.R.54 -L- STA 18+00.00 END PROJECT 17BP.5.R.54 R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_tsh.dgnICA ENGINEERING, INC.8/29/2017ENGLISH BUFFER IMPACTS PERMIT SHEET 1 OF 7 PERMIT DRAWING SHEET 1 OF 7 PERMIT DRAWING JS FEATURE ENDS JS FEATURE BEGINS -L-CORNWALLIS ROAD SR 1308 -L- Sta. 14+94.88 BEGIN BRIDGE -L- Sta. 15+67.13 END BRIDGE -L- Sta. 15+78.00 END APPROACH SLAB -L- Sta. 14+84.00 BEGIN APPROACH SLAB NAD 83/ NA 2011 NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) OFF-SITE DETOUR SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: 17BP.5.R.54 TIP PROJECT: 17BP.5.R.54DURHAM COUNTY DIVISION 5 17BP.5.R.54 $$$$USERNAME$$$$ NCDOT CONTACT:LISA GILCHRIST, EI LETTING DATE: RIGHT OF WAY DATE: PROJECT LENGTH 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 0 502550 100 50 25 50 100 10 5 10 20 GRAPHIC SCALES DESIGN DATA LOCATION: BRIDGE NO. 117 OVER MUD CREEK ON SR 1308 (CORNWALLIS ROAD) SUB REGIONAL TIER MINOR ARTERIAL CLASS = TRENT CORMIER, PE TOTAL LENGTH TIP PROJECT = 0.230 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES LENGTH ROADWAY TIP PROJECT = 0.216 MILES V = 45 MPH ADT (2025) = 6600 ADT (2011) = 3300 LICENSE NO. F-0669 DECEMBER 5, 2016 OCTOBER 11, 2017 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE AND SIGNAL PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com/americas 1308 1307 Corn wallis Rd. 1307 1308 ErwinRd. 751 501 15 501 15 Cor n wallis Rd. 751 Erwin Rd.Cor nwal l i s Rd.317 300PR WOODS ANC WOODS SSSSSGUY GUYS GUY GUY WOODS WOODS WOODS WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY GUY RAP RIP (SEE NOTE #3) LT SIG LT SIG MUD CREEKMUD CREEK31-0117-1 EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK 21’-22’ BST (VAR.) SR 1308 CORNWALLIS ROAD THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY BM#1 24" RCP TTTEIP DB 5215 PG 312 MTLCONC. DB 5174 PG 117 EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W LTD PRTNRSHP MCCRACKEN FAMILY GROUP INC LEGACY BUILDERS (CORNWALLIS RD.)SR 1308 VAR BST EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00 END PROJECT -L- PC Sta. 15+75.31 -L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00 BEGIN PROJECT -L- PC Sta. 7+28.84 -L- PT Sta. 9+17.44 -Y- POT Sta. 10+00.00 -Y- POT Sta. 15+00.31 -Y- POT Sta. 12+52.79 -L- POT Sta. 5+60.00 NAD 83/ NA 2011 15"(TYP.)+78(TYP.)+84+42 LT BEGIN SBG EST. 15 SY GEOTEXTILE EST. 6 TONS CLASS B RIP RAP RCP-IV 15" (STRUCTURE PAY ITEM) SHOULDER POINT (TYP.) CLASS II RIP RAP UP TO LIMITS EXCAVATION EST. 5 SY GEOTEXTILE EST. 1 TON CLASS B RIP RAP EST. 100 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL D ROADWAY CUT DITCH EST. 300 SY PSRM SEE DETAIL C TOE PROTECTION ( Not to Scale) TOE PROTECTION d -L- STA. 8+90 TO STA. 13+15 RT Fill Slope2:1 or Flatter d= 1 Ft. Type of Liner= PSRM DETAIL C Ground Natural PSRM EST. 70 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL A SPECIAL LATERAL V DITCH EST. 135 SY GEOTEXTILE EST. 115 TONS RIP RAP SEE DETAIL B SPECIAL LATERAL BASE DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) ROADWAY CUT DITCH -L- STA. 9+00 TO 10+50 LT Slope Ditch Front DETAIL D Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile 2GI 2GI JS FEATURE ENDS 1 1 1 1 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE $$$$USERNAME$$$$Office of: Prepared in the LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC LICENSE NO. F-0258 ICA ENGINEERING 025’25’50’ HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 17BP.5.R.54 - DURHAM 117 JS FEATURE BEGINS ENGLISH R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4.dgnICA ENGINEERING, INC.8/29/20170 10050 100 SCALE: 1"= 100’ HORIZ. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 ON SHEET 4A AREA SITE 2 SEE ENLARGED BUFFER IMPACTS PERMIT LEGEND ZONE 1 (30’) RIPARIAN BUFFER ZONE 2 (20’) RIPARIAN BUFFER (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SITE 1 & 2 PLAN VIEW SITE 1 SITE 2 (ROAD) WITH MITIGATION ZONE 1 ALLOWABLE IMPACTS (ROAD) WITH MITIGATION ZONE 2 ALLOWABLE IMPACTS SHEET 2 OF 7 PERMIT DRAWING F C C F C F F F F F F F F F F F F C C 26527027 0270270270270 2 7 5275275275275275275275275275 275275275280280 280280280280 280280280280 280 280285285285285285290290290290 290295295295 295295295300300300300 300 300300300 305305 305305305305310310310310 310 310315315 315 315315315320320320320320320325325325 325325325325330330330335335340300PR WOODS ANC WOODS SSSSSGUY GUYS GUY GUY WOODS WOODS WOODS WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY GUY RAP RIP (SEE NOTE #3) LT SIG LT SIG MUD CREEKMUD CREEK31-0117-1 EXISTING R/W EXISTING R/W MTL PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITY BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK 21’-22’ BST (VAR.) SR 1308 CORNWALLIS ROAD THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY BM#1 24" RCP TTTEIP DB 5215 PG 312 MTLCONC. DB 5174 PG 117 EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W LTD PRTNRSHP MCCRACKEN FAMILY GROUP INC LEGACY BUILDERS (CORNWALLIS RD.)SR 1308 VAR BST EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00 END PROJECT -L- PC Sta. 15+75.31 -L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00 BEGIN PROJECT -L- PC Sta. 7+28.84 -L- PT Sta. 9+17.44 -Y- POT Sta. 10+00.00 -Y- POT Sta. 15+00.31 -Y- POT Sta. 12+52.79 -L- POT Sta. 5+60.00 NAD 83/ NA 2011 15"(TYP.)+78(TYP.)+84+42 LT BEGIN SBG EST. 15 SY GEOTEXTILE EST. 6 TONS CLASS B RIP RAP RCP-IV 15" (STRUCTURE PAY ITEM) SHOULDER POINT (TYP.) CLASS II RIP RAP UP TO LIMITS EXCAVATION EST. 5 SY GEOTEXTILE EST. 1 TON CLASS B RIP RAP EST. 100 SY GEOTEXTILE EST. 45 TONS RIP RAP SEE DETAIL D ROADWAY CUT DITCH EST. 300 SY PSRM SEE DETAIL C TOE PROTECTION ( Not to Scale) TOE PROTECTION d -L- STA. 8+90 TO STA. 13+15 RT Fill Slope2:1 or Flatter d= 1 Ft. Type of Liner= PSRM DETAIL C Ground Natural PSRM EST. 70 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL A SPECIAL LATERAL V DITCH EST. 135 SY GEOTEXTILE EST. 115 TONS RIP RAP SEE DETAIL B SPECIAL LATERAL BASE DITCH 2: 1 D Flatter4:1 or d ( Not to Scale) ROADWAY CUT DITCH -L- STA. 9+00 TO 10+50 LT Slope Ditch Front DETAIL D Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= CL B Rip-Rap Ground Natural Geotextile 2GI 2GI JS FEATURE ENDS 1 1 1 1 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE $$$$USERNAME$$$$Office of: Prepared in the LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC LICENSE NO. F-0258 ICA ENGINEERING 025’25’50’ HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 17BP.5.R.54 - DURHAM 117 JS FEATURE BEGINS ENGLISH R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4.dgnICA ENGINEERING, INC.8/29/20170 10050 100 SCALE: 1"= 100’ HORIZ. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4 ON SHEET 4A AREA SITE 2 SEE ENLARGED BUFFER IMPACTS PERMIT LEGEND ZONE 1 (30’) RIPARIAN BUFFER ZONE 2 (20’) RIPARIAN BUFFER (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 SITE 1 & 2 PLAN VIEW SITE 1 SITE 2 (ROAD) WITH MITIGATION ZONE 1 ALLOWABLE IMPACTS (ROAD) WITH MITIGATION ZONE 2 ALLOWABLE IMPACTS SHEET 3 OF 7 PERMIT DRAWING F C C F C F F F F F F F F F F F F C C (SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITYTT15+0015"RCP-IV 15" 2GI 2GI 1 18/17/99R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4a.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC SHEET NO. HYDRAULICS ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 4a ZONE 1 (30’) RIPARIAN BUFFER ZONE 2 (20’) RIPARIAN BUFFER (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS ROADWAY DESIGN ENGINEER Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com SHEET 4 OF 7 PERMIT DRAWING SITE 2 DETAIL SHEET FOR BUFFER IMPACTS PERMIT NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 F F F F F F 2652702 7 02702702702702752752752752752752 7 5 275275280280 280280280(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116 DUKE UNIVERSITY PB 182 PG 116 DUKE UNIVERSITYTT15+0015"RCP-IV 15" 2GI 2GI 1 18/17/99R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4a.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5 0 6030 60 SCALE: 1"= 60’ HORIZ. ENGLISH DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC SHEET NO. HYDRAULICS ENGINEER PROJECT REFERENCE 17BP.5.R.54 - DURHAM 117 LICENSE NO. F-0258 ICA ENGINEERING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 4a ZONE 1 (30’) RIPARIAN BUFFER ZONE 2 (20’) RIPARIAN BUFFER (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 1 LEGEND (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS ROADWAY DESIGN ENGINEER Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com SHEET 5 OF 7 PERMIT DRAWING SITE 2 DETAIL SHEET FOR BUFFER IMPACTS PERMIT NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc.NAD 83/ NA 2011 F F F F F F ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 CHANNEL RELOCATION FROM -L- 5+95.5 RT TO 9+89 RT X 11130 1563 126922SINGLE SPAN 24" PRE-CAST CONCRETE CORED SLAB W/ 4' CAPS, 1@70'FROM -L- 14+60 TO 16+00 X 2500 400 2900X 131 2613 2743TOTAL:2630 3013 5643 11130 1563 12692IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTSHEET 6 OF 7SF-31011717BP.5.R.54 8/29/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS DURHAM COUNTYRev. May 2006 ZONE 1 (ft2)ZONE 2 (ft2)1 FROM -L- 8+32 RT TO 13+18 RT 5267TOTAL:5267 0WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 7 OF 7SF-31011717BP.5.R.54 8/29/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS DURHAM COUNTYWETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)Rev. Jan 2009