The URL can be used to link to this page

Home My WebLink About20211405 Ver 1_Coble Church Rd Permit Drawings_20220427(Version 2.08; Released April 2018)TIP No.:17BP.7.R.136County(ies):Guilford 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)NoneSupplemental Classification: Forest, agricultural, and rural residentialClimax Creek (Little Alamance Creek)16-19-21.20.17 MilesProject DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:2.1Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nogcail@ncdot.govAddress:9/1/2021GuilfordJulianGalen CailRaleigh, NC 27610WBS Element:Bridge ReplacementWBS Element:Reid Robol, PE - VHBNCDOT Contact:919-707-6711Raleigh, NC 27606Contractor / Designer:919-754-5005940 Main Campus Drive, Suite 500North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project Information17BP.7.R.136Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State project 17BP.7.R.136 involves the replacement of the existing NCDOT Bridge #400267 on SR 3336 (Coble Church Road) over Climax Creek. Bridge #400267 consists of 1@32'-6" reinforced concrete deck girders and abutments; reinforced concrete full height. The proposed bridge consists of 1@80' 33" box beam with 4'-0" caps. The proposed crossing is located in Zone AE of FIRM Map number 3710880000J and was studied by Redelineated Study methods. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream and nearby buffers. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge.Jordan LakeBuffer Rules in Effect:N/ANone7102 @ 11' lanes with a 4' paved shoulderWaterbody Information2013NCDWR 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 IV (WS-IV)NCDWR Surface Water Classification for Water Bodyac.2 @ 10' lanes with a 0.5' paved shoulder1420rrobol@vhb.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) T T -EL- -EL -50' ACCESS EASEMENT50' ACCESS EASEMENTEASEMENT PER PB 121 PG 81SOILSOILSOILEXISTING R /W EXISTING R /W EXISTING R /W EXISTING R /W EXISTING R/W EXISTING R/W 60.00'60.00'15" RCP CLIMAX CREEK TO NC 62 TO US 421 24" RCP651.36 650.70 15" RCP MTL GRGRCONC 20' DRAINAGE AND UTILITY EASEMENT20' DRAINAGE AND UTILITY EASEMENT10' DRAINAGE EASEMENTSR 3336 COBLE CHURCH RD 21' BST35.00'30.00'WOODS BL-3 400267-1 BM1 WOODS WOODS WOODS WOODS WOODS WOODS BL-4 WOODS BL-5 CLIMAX CREEKGRW/LT POND POND 15" RCP 15" CMP -L- -L- POT Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.136 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 NC 62 TO US 421 TO (COBLE CHURCH ROAD) SR 3336 N A D 83/ N A 2011 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 7 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 20 10 =ADT FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 8:55:52 AMR:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_wet_tsh.dgnnblahutNORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER HYDRAULIC ENGINEERHYDRAULIC ENGINEER PLANS PREPARED BY: VICINITY MAP (NOT TO SCALE) V = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER 17BP.7.R.136 17BP.7.R.136REID B. ROBOL, PE MINOR COLLECTOR (2013) =ADT (2025) TOTAL LENGTH TIP PROJECT = 0.170 MILES LENGTH STRUCTURE TIP PROJECT = 0.016 MILES LENGTH ROADWAY TIP PROJECT = 0.154 MILES 2018 STANDARD SPECIFICATIONS GRADING, PAVING, DRAINAGE AND STRUCTURE SUB REGIONAL TIER DAVID SIMPSON, PE NCDOT CONTACT: PROGRAM MANAGER DIVISION BRIDGE Prepared in the Office of Simpson Engineers & Associates for RIGHT OF WAY DATE: 1,420 OFF-SITE DETOUR CONTRACT:GUILFORD COUNTY BRIDGE NO. 267 OVER CLIMAX CREEK ON SR 3336 (COBLE CHURCH ROAD) DIVISION 7 TIM POWERS, PE 710 45 MPH Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500TIP PROJECT:17BP.7.PE.136 PE 17BP.7.ROW.136 ROW PHASE 300 CONSTRUCTION -L- Sta. 16+53.00 BEGIN APPROACH SLAB -L- Sta. 16+63.88 BEGIN BRIDGE -L- Sta. 17+46.13 END BRIDGE -L- Sta. 17+57.00 END APPROACH SLAB -L- -L- POT Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.136 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 NC 62 TO US 421 TO (COBLE CHURCH ROAD) SR 3336 N A D 83/ N A 2011 ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: GREU TL-2 GREU TL-2 GREU TL-2 GREU TL-2 COBLE CHURCH HISTORIC BOUNDARY IMPSON NGINEERS &SSOCIATESAES 5640 Dillard Drive Suite 200 Cary, NC 27518 (919) 852-0468 (919) 852-0598 (Fax) www.simpsonengr.com LICENSE NO. C-2521 C F F C F F FF F F F FC C SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_wet_psh.dgn3:31:12 PM3/29/2022PROJECT 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.136 - GUILFORD 267 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 50' ACCESS EASEMENT50' ACCESS EASEMENTEASEMENT PER PB 121 PG 811SFD EX ISTING R /W EXIST ING R /W EXIST ING R /W EXIST ING R /W EXISTING R/W EXISTING R/W 60.00'60.00'20' DRAINAGE AND UTILITY EASEMENT20' DRAINAGE AND UTILITY EASEMENT10' DRAINAGE EASEMENT35.00'30.00'WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WILLIAM J SPIVEY GREGORY S MOESCH EDWARD D WARDEN DIANE G WARDEN JAMES H GUNN RUTH C GUNN PEARL M COBLE PEARL M COBLE FLORENCE C BERRY SAMUEL L COBLE SUSAN W COBLER OCK WALLJOHN MICHAEL MOORE KIMBERLY JONES MOORE -L- PI = 15+20.00 EL = 645.25' VC = 340' BEGIN GRADE STA. 13+50.00 EL = 646.98' END GRADE STA. 21+50.00 EL = 654.67' (STRUCTURE PAY ITEM) EXCAVATION = 350 CY 10 11 12 13 14 15 16 17 18 19 20 21 22 23 610 620 630 640 650 660 STA. 13+00.00 BEGIN PROJECT STA. 22+00.00 END PROJECT EXIST TO MILL EXIST TO MILL K = 131 610 620 630 640 650 660 (-)1.0176% (+)1.5706% (+)1.1750% PI = 20+30.00 EL = 653.26' VC = 150' K = 379 (-) 4 .0600% 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 = 1942 = 25 = 643.8 = 2736 = 100 = 645.9 = 3682 = 500+- = 646.6 = 2/14/2019 = 635.7ELEV. = 646.60'-L- STA. 13+00BEGIN SP DITCH RTELEV. = 644.57'-L- STA. 13+50END SP DITCH RTL GP ELEV. = 648.16' W/4' DEEP CAPS 1 SPAN: 1@80', SKEW 90 33" BOX BEAM BRIDGE C STA. 17+05.0 -L- DATE: 02-14-2019 ELEV.=635.7' NORMAL WS ELEV=640.0' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP BANK STABILIZATION PI Sta 15+18.22 D L = 205.62' T = 102.82' R = 4,680.00' PI Sta 19+38.15 D L = 333.21' T = 167.06' R = 1,840.00'15+0020+00-L- POT Sta. 10+00.00 -L- PC Sta. 14+15.39 -L- PT Sta. 16+21.01 -L- PC Sta. 17+71.09 -L- PT Sta. 21+04.30 -L- POT Sta. 23+50.00 -L- Sta. 16+63.88 BEGIN BRIDGE -L- Sta. 17+46.13 END BRIDGE -L- Sta. 16+53.00 BEGIN APPROACH SLAB -L- Sta. 17+57.00 END APPROACH SLAB -L- POT Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.136 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: GREU TL -2-L - 50' TAPER 22'4' PS-L-020221' GREU TL-2 GREU TL-2 GREU TL-2EXIST 30'-6"22'4' PS4' PSEXIST50' TAPER21'02030421'040302020102020201000102N A D 83/ N A 2011 2 3 5 4 30' +10.23 70' 30' +50 70' 30' +95 1 RETAIN REMOVE 15" REMOVE ( Not to Scale) BANK STABILIZATION -L- STA. 16+70 TO 16+91 LT DETAIL 5 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS -L- STA. 17+17 TO 17+38 LT2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 13+50 TO 14+11 RT Min. D=1.0 Ft. DETAIL 2 Ground Natural Ground Natural 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 21+66 DETAIL 4 B=0-5 Ft. Max. d=1.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class B Rip-Rap Geotextile EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 35 SY GEOTEXTILE EST. 20 TONS CLASS B RIP RAP EST. 125 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 120 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 30 CY DDE EST. 75 SY GEOTEXTILE EST. 30 TONS RIP RAP SLOPE = 0.047 SEE DETAIL 4 STANDARD BASE DITCH EST. 205 SY GEOTEXTILE EST. 140 TONS RIP RAP SEE DETAIL 5 BANK STABILIZATION EST. 30 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 5 CY DDE SLOPE = 0.026 SEE DETAIL 2 STANDARD V DITCH SEE DETAIL 1 LATERAL V DITCH ( Not to Scale) LATERAL 'V' DITCH 2:1D -L- STA. 13+00 TO 13+50 RT Min. D= 1.0 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill W/ELBOWS 15" W/ELBOWS 15" RCP-IV 15" RCP-IV 15" +21 LT BEGIN SBG RCP-V 2@24" RETAIN RETAIN -L- STA. 19+00 TO 21+47 LT -L- STA. 14+08 TO 16+44 RT -L- STA. 13+30 TO 13+80 LT Fill Slope2:1 or Flatter b= 1.5 Ft. d= 1.5 Ft. Type of Liner= Class B Rip-Rap b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile (STRUCTURE PAY ITEM) UP TO ELEV. 640.0' (TYP.) CLASS II RIP RAP +25 LT END SBG SITE 2 SITE 6SITE 3 SITE 1 SITE 5 SITE 4 COBLE CHURCH HISTORIC BOUNDARY 4 SHEET 2 OF 7 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 C F F C F F FF F F F FC C GREU TL -2 0221'02GREU TL-2 WOODS WOODS 30'-6"GREU TL-2 21 '020304GREU TL-2 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 22'4' PS04030202WOODS SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_wet_psh.dgn3:33:46 PM3/29/2022PROJECT REFERENCE Office of: Prepared in the 0 3.3'08.3'8.3' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.136 - GUILFORD 267 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas SHEET 3 OF 7 PERMIT DRAWING SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF HC HC HC HC F F F FS TS 16.7'1.7'1.7' S TS F F F F C F F SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_wet_psh_con.dgn3:35:02 PM3/29/2022PROJECT 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.136 - GUILFORD 267 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas 50' ACCESS EASEMENT50' ACCESS EASEMENTEASEMENT PER PB 121 PG 811SFD EX ISTING R /W EXIST ING R /W EXIST ING R /W EXIST ING R /W EXISTING R/W EXISTING R/W 60.00'60.00'20' DRAINAGE AND UTILITY EASEMENT20' DRAINAGE AND UTILITY EASEMENT10' DRAINAGE EASEMENT35.00'30.00'WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WILLIAM J SPIVEY GREGORY S MOESCH EDWARD D WARDEN DIANE G WARDEN JAMES H GUNN RUTH C GUNN PEARL M COBLE PEARL M COBLE FLORENCE C BERRY SAMUEL L COBLE SUSAN W COBLER OCK WALLJOHN MICHAEL MOORE KIMBERLY JONES MOORE 635 635635635635635635635640640640640640640 640640640640640640 640640 640640 640640640 6 4 0 640 640 640 640640645645645645645645 645 645 645645645645 645 645645645650650650650650 6 5 0 650650 650650655 655 655 655655655655655655655660660 660 660 660 -L- PI = 15+20.00 EL = 645.25' VC = 340' BEGIN GRADE STA. 13+50.00 EL = 646.98' END GRADE STA. 21+50.00 EL = 654.67' (STRUCTURE PAY ITEM) EXCAVATION = 350 CY 10 11 12 13 14 15 16 17 18 19 20 21 22 23 610 620 630 640 650 660 STA. 13+00.00 BEGIN PROJECT STA. 22+00.00 END PROJECT EXIST TO MILL EXIST TO MILL K = 131 610 620 630 640 650 660 (-)1.0176% (+)1.5706% (+)1.1750% PI = 20+30.00 EL = 653.26' VC = 150' K = 379 (-) 4 .0600% 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 = 1942 = 25 = 643.8 = 2736 = 100 = 645.9 = 3682 = 500+- = 646.6 = 2/14/2019 = 635.7ELEV. = 646.60'-L- STA. 13+00BEGIN SP DITCH RTELEV. = 644.57'-L- STA. 13+50END SP DITCH RTL GP ELEV. = 648.16' W/4' DEEP CAPS 1 SPAN: 1@80', SKEW 90 33" BOX BEAM BRIDGE C STA. 17+05.0 -L- DATE: 02-14-2019 ELEV.=635.7' NORMAL WS ELEV=640.0' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP BANK STABILIZATION PI Sta 15+18.22 D L = 205.62' T = 102.82' R = 4,680.00' PI Sta 19+38.15 D L = 333.21' T = 167.06' R = 1,840.00'15+0020+00-L- POT Sta. 10+00.00 -L- PC Sta. 14+15.39 -L- PT Sta. 16+21.01 -L- PC Sta. 17+71.09 -L- PT Sta. 21+04.30 -L- POT Sta. 23+50.00 -L- Sta. 16+63.88 BEGIN BRIDGE -L- Sta. 17+46.13 END BRIDGE -L- Sta. 16+53.00 BEGIN APPROACH SLAB -L- Sta. 17+57.00 END APPROACH SLAB -L- POT Sta. 13+00.00 BEGIN PROJECT 17BP.7.R.136 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: GREU TL -2-L - 50' TAPER 22'4' PS-L-020221' GREU TL-2 GREU TL-2 GREU TL-2EXIST 30'-6"22'4' PS4' PSEXIST50' TAPER21'02030421'040302020102020201000102N A D 83/ N A 2011 2 3 5 4 30' +10.23 70' 30' +50 70' 30' +95 1 RETAIN REMOVE 15" REMOVE ( Not to Scale) BANK STABILIZATION -L- STA. 16+70 TO 16+91 LT DETAIL 5 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS -L- STA. 17+17 TO 17+38 LT2:12:1 D ( Not to Scale) STANDARD 'V' DITCH -L- STA. 13+50 TO 14+11 RT Min. D=1.0 Ft. DETAIL 2 Ground Natural Ground Natural 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 21+66 DETAIL 4 B=0-5 Ft. Max. d=1.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class B Rip-Rap Geotextile EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 35 SY GEOTEXTILE EST. 20 TONS CLASS B RIP RAP EST. 125 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 120 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 30 CY DDE EST. 75 SY GEOTEXTILE EST. 30 TONS RIP RAP SLOPE = 0.047 SEE DETAIL 4 STANDARD BASE DITCH EST. 205 SY GEOTEXTILE EST. 140 TONS RIP RAP SEE DETAIL 5 BANK STABILIZATION EST. 30 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL 3 TOE PROTECTION EST. 5 CY DDE SLOPE = 0.026 SEE DETAIL 2 STANDARD V DITCH SEE DETAIL 1 LATERAL V DITCH ( Not to Scale) LATERAL 'V' DITCH 2:1D -L- STA. 13+00 TO 13+50 RT Min. D= 1.0 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill W/ELBOWS 15" W/ELBOWS 15" RCP-IV 15" RCP-IV 15" +21 LT BEGIN SBG RCP-V 2@24" RETAIN RETAIN -L- STA. 19+00 TO 21+47 LT -L- STA. 14+08 TO 16+44 RT -L- STA. 13+30 TO 13+80 LT Fill Slope2:1 or Flatter b= 1.5 Ft. d= 1.5 Ft. Type of Liner= Class B Rip-Rap b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile (STRUCTURE PAY ITEM) UP TO ELEV. 640.0' (TYP.) CLASS II RIP RAP +25 LT END SBG SITE 2 SITE 6SITE 3 SITE 1 SITE 5 SITE 4 COBLE CHURCH HISTORIC BOUNDARY 4 SHEET 4 OF 7 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 C F F C F F FF F F F FC C GREU TL -2 0221'02640640645GREU TL-2 WOODS WOODS 640640645645 645 64530'-6"635635640640645645 GREU TL-2 21 '020304640645GREU TL-2 6 4 0 645 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.136 22'4' PS04030202WOODS 6 5 0 650SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_wet_psh_con.dgn3:35:24 PM3/29/2022PROJECT REFERENCE Office of: Prepared in the 0 3.3'08.3'8.3' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC 17BP.7.R.136 - GUILFORD 267 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 7621 Purfoy Road, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas SHEET 5 OF 7 PERMIT DRAWING SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF HC HC HC HC F F F FS TS 16.7'1.7'1.7' S TS F F F F C F F SHEET NO.8:56:21 AM2/8/2022R:\Hydraulics\PERMITS_Environmental\Drawings\400267_hyd_xpl.dgnnblahut0 105 PROJECT REFERENCE DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 17BP.7.R.136 - GUILFORD 267 646.85 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 2:1 4 :1 646.00 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 2:1 3:1646.33 EOPEOPEXIST. R/WEXIST. R/W0.020 0.020 2:1 VAR. 646.51 EOPEOPEXIST. R/WEXIST. R/W0.034 0.034 2:1 VAR. 653.05 EOPEOPEXIST. R/WEXIST. R/W0.040 0.040 4 :1 VAR. 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 650 650 660 660 640 640 13+50.00 640 640 650 650 660 660 630 630 15+00.00 640 640 650 650 660 660 630 63017+50.00 640 640 650 650 630 63018+00.00 650 640 660 650 640 63020+50.00 X-1 -L- -L- WETLAND I SITE 2 WETLAND F SITE 1EXIST. WETLANDEXIST. WETLANDEXIST. WETLANDEXIST. WETLANDEXIST. WETLANDEXIST. WETLANDEXIST. WETLANDWETLAND B SITE 6 WETLAND G SITE 5 WETLAND E SITE 4PROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WSHEET 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 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 13+29/14+11 -L- LT Fill < 0.01 0.03 2 14+20/16+37 -L- RT Fill 0.02 0.07 3 16+92/17+21 -L- Bank Stabilization < 0.01 < 0.01 39 6 4 17+38/17+94 -L- LT Fill 0.02 0.01 5 17+67/18+82 -L- RT Clearing within R/W < 0.01 6 19+40/21+25 -L- LT Fill 0.03 < 0.01 < 0.01 7 31 TOTALS*: 0.07 0.13 < 0.01 < 0.01 46 37 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSGUILFORD17BP.7.R.136SF-400267NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS3/29/2022Permanent channel impacts are coincident with temporary channel impacts