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Home My WebLink About20171315 Ver 1_Build Maps_20171018(Version 2.06; Released June 2016)40150.1.1TIP No.:B-4958County(ies):Guilford Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AN/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)ac.10' travel lanes, 1' paved shoulders6000Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:303d440012' travel lanes, 4' paved shoulders, Shoulder width 11' w/guardrail; Side slopes 2:1 Waterbody Information2016NCDWR Stream Index No.:40150.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Replacement of Bridge #106 over Reedy Fork Creek on SR 2128 (Bunch Road) - The existing structure is a 3 @ 30'-3" bridge (91' total) with Prestressed Concrete Channel Beams and Timber Piles and End Bents. The recommended replacement structure is a 1 @ 30'; 1 @ 70' -- 2 span Cored Slab Bridge (100' total). The bridge opening will be increased from 598 sq ft to 678 sq ft, reducing bridge opening velocities. The north stream bank will be armored with Class II rip rap to stabilize. Existing ditch in the SE quadrant is unstable and eroding. This ditch will be widened/improved to 3' and stabilized with Class I rip rap to Reedy Fork Crk. Ditches in the remaining quadrants are presently vegetated and stable and these will be maintained with the project.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge Rd.Address:General Project InformationB-4958WBS Element:Bridge ReplacementWBS Element:SameNCDOT Contact:(919) 707-6711Contractor / Designer:gcail@ncdot.govAddress:8/30/2017GuilfordGalen CailRaleigh, NC 27610River Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoLight Urban; ResidentialReedy Fork Crk16-11-(1)0.20.08Project DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits? (Version 2.06; Released June 2016)40150.1.1TIP No.:B-4958County(ies):Guilford Page 2 of 2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?17+72 LT19+05 LTNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsNo(1)Reedy Fork Crk(1)Reedy Fork CrkSwalesYes1.60.3 30Exist1.4 - 3.6>4% 3.90.70.0 4.0 2.00.0 Exist13126040.61.4 - 3.82.6WBS Element:1.54**SEE NOTE1.80%5.0** Inlet provided at end of project in existing ditch. Existing ditch is over 4.0%. No additional impervious added to the ditch prior to inlet. POWER LINE EASEMENT***************************** R\R SPIKE IN BASE OF 20" PINE BL STATION 6+02.00 90’ RIGHT N 883003 E 1718744 BM1 ELEVATION = 789.21 ***************************** ------ ------- ----------- ------------ ---------- ----------- ------ STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT:5:05:43 PMR:\Roadway\Proj\B-4958_rdy_tsh.dgnjor56882DIVISION 7 OFF-SITE DETOUR DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NA SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: 65% PLANS 1/4/2017TOTAL LENGTH TIP PROJECT = 0.076 MILES LENGTH STRUCTURE TIP PROJECT = 0.019 MILES LENGTH ROADWAY TIP PROJECT = 0.057 MILES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE LOCAL SUB REGIONAL TIER LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com/americas B-4958 GUILFORD COUNTY LOCATION: BRIDGE NO. 106 OVER REEDY FORK CREEK ON SR 2128 (BUNCH ROAD)TIP PROJECT: B-4958GALEN CAIL, PE D T V = = = = = % % MPH ADT ADT K DESIGN DATA 2016 4400 2040 6000 12 80 3 45 %* DUAL 2%* TTST =1% 40150.1.1 P.E. Summerfield Pop. 1,680 2134 2116 2236 2195 2193 2205 2113 2228 2221 2264 2112 2109 3834 3984 2127 2128 3999 4808 4817 4819 4834 4839 4843 2128 2133 21902124 3812 2283 3837 2135 3833 23932118 2119 2117 2120 2121 2126 2447 2446 2444 2462 2314 3990 48214822 4823 4824 2120 4863 4866 4867 4865 4845 4851 4877 4872 4873 4872 4899 4894 2127 2117 2133 2114 4861 5017 5020 5017 150 2128 2127 150 150 220 220 -L- LIMITS PROJECT B-4958 -L- POC Sta. 15+00.00 BEGIN PROJECT B-4958 -L- POT Sta. 19+00.00 END PROJECT B-4958 -L- Sta. 15+92.00 BEGIN APPROACH SLAB -L- Sta. 16+04.00 BEGIN BRIDGE -L- Sta. 17+04.00 END BRIDGE -L- Sta. 17+16.00 END APPROACH SLAB (NORTHWEST SCHOOL RD) TO SR 2131 (BROOKBANK RD) TO SR 2127 SR 2128 REEDY FORK CREEK-DR- PC Sta. 10+20.00 BEGIN CONSTRUCTION NAD 83/ NSRS 2007 SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE65% PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas B-4958- GUILFORD 106 15+0020+00ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 0202TL-2 TL-2 TL-2 0202AT-1 -L- (STRUCTURE PAY ITEM) EXCAVATION = 425 CY BEGIN GRADE BEGIN PROJECT 12 13 14 15 16 17 18 19 20 21 22 750 760 770 780 790 800 810 820 800 750 760 770 780 790 810 820 PI = 18+00.00 EL = 787.81' (+)4.3900% VC = 200' K = 49 BEGIN GRADE END PROJECT STA. 15+00.00 EL = 786.86' STA. 19+00.00 EL = 792.20' (+)0.3167%1.5:11.5:1(+)4.3900% 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 = 25 = 3400 = 785.4 = 6300 = 100 = 787.9 = 5500 = +50 = 786.8 = 776.3 = 12/9/15 NWS=776.3 L GP ELEV. = 787.3 1 @ 30'; 1 @ 70'; SKEW 105 W/4' DEEP CAPS TWO SPAN 24" PCCS BRIDGE C STA. 16+54 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP (TYP.) 3' KEY DEPTH CLASS II RIP RAP @ 1.5:1 W/ ARMOR BANK (STRUCTURE PAY ITEM) ELEV 779.0' (TYP.) EXCAVATE TO 2GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV ELBOWS15" W/SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH RETAIN 15" RCP-IV 18" CAAP FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH ( Not to Scale) RIP RAP AT EMBANKMENT STA. 16+62 -L- RT STA. 16+80 -L- LT DETAIL C Grade Ditch 2 GEOTEXTILE Geotextile= 25 SY Type of Liner= 25 TONS,CL II Rip-Rap 5'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 16+65 TO STA. 16+90 -L- RT FROM STA. 16+83 TO STA. 17+05 -L- LT DETAIL B B=3 Ft. Max. d=2 Ft. Min. D=2 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I Rip-Rap Geotextile FROM STA. 15+20 TO STA. 15+95 -L- LT Fill Slope2:1 or Flatter b=2 Ft. d=1 Ft. Type of Liner= CLASS B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP HH 10' GRAVEL12' GRAVELREEDY FORK CREEKDUKE POWER CO MTL 1SFD S 10' GRAVEL9' GRAVEL9' GRAVEL60.00'60.00'EXISTING R/W EXISTING R/W 68.00' 68.00'POWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTCOAX, TWC AT&T CORP., COPPER AT&T CORP., COPPER MELVIN S KRIEGSMAN DB 2724 PG 525 DB 7083 PG 1754 METODIST CHURCH, INC. CANAAN UNITED WOODS BM1 CAROLYN T. RUMLEY JOHN W. RUMLEY AND DB 4502 PG 0533 Progress Energy Duke 12" RCP EIP Progress Energy Duke (NORTHWEST SCHOOL RD) TO SR 2131 EIP TO R/W 0.93' WOODS WOODS WOODS COAX, TWC AT&T CORP., COPPER BOX USGS STA GAUGING USGS WOODS 18" RCP AT&T CORP., COPPER WOODS 15" RCP GATE WOODS JO ANN L. DELAUNE FRANCIS W. DELAUNE JR AND WIFE DB 2957 PG 630 DB 3458 PG 191 MALINDA LOU McCUISTON DB 7075 PG 345 DB 7674 PG 798 JOHNNY L. McGEE AND SPOUSE BRUCE M. THEDE WIFE DOROTHY F. MARTIN WILLIAM PRESTON MARTIN AND DB 2568 PG 489 BOX CABLE 15" RCP (BROOKBANK RD)TO SR 2127 EXISTING R/W EXISTING R/W R/W TO EIP 3.00' EIP WOODS EIP POSTS GATE SR 2128 BUNCH RD 20'BST 10 (-)0.4857%(+)1.9526% -DR- END GRADE K = 21 PI = 10+55.00 EL = 787.07' BEGIN GRADE STA. 10+20.00 EL = 787.24' STA. 10+95.68 EL = 787.87 VC = 50' 4 NAD 83/ NSRS 2007 15+0020+00ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 0202TL-2 TL-2 TL-2 0202AT-1 2GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV V10= 0.3 ft/s Q10=0.6cfs V2= 0.3 ft/s Q2=0.5cfs DA=0.13ac RIP RAP PAD DATA ELBOWS15" W/OUTLET DITCH DATA s=0.003 d10=0.8 ft V10=1.4 ft/s Q10=5.5cfs (DAp=0.3;DAg=2.4) DA=2.7ac STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION TOE PROTECTION DATA s=0.02 d10=0.9 ft V10=3.0 ft/s Q10=15cfs (DAp=0.1;DAg=9.0) DA=9.1ac OUTLET DITCH DATA s=0.02 d10=0.4 ft V10=1.7 ft/s Q10=0.6cfs (DAp=0.05;DAg=0.20) DA=0.25ac GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH RETAIN 15" RCP-IV 18" CAAP FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH ( Not to Scale) RIP RAP AT EMBANKMENT STA. 16+62 -L- RT STA. 16+80 -L- LT DETAIL C Grade Ditch 2 GEOTEXTILE Geotextile= 25 SY Type of Liner= 25 TONS,CL II Rip-Rap 5'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 16+65 TO STA. 16+90 -L- RT FROM STA. 16+83 TO STA. 17+05 -L- LT DETAIL B B=3 Ft. Max. d=2 Ft. Min. D=2 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I Rip-Rap Geotextile FROM STA. 15+20 TO STA. 15+95 -L- LT Fill Slope2:1 or Flatter b=2 Ft. d=1 Ft. Type of Liner= CLASS B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP STA. 17+72 LT D10= 0.4ft V10= 1.6ft/s Q10=0.7cfs(cp=0.9;cg=0.3) D2= 0.4ft V2= 1.5 ft/s Q2=0.6cfs L PRO.=131 ft L REQ.=30 ft SLOPE=0.018 (DAp=0.07;DAg=0.23) DA=0.3ac GRASS SWALE DATA STA. 19+05 LT D10= 1.3 - 0.8ft V10= 1.4 - 3.8ft/s Q10=5.0cfs(cp=0.9;cg=0.3) D2= 1.2 - 0.7ft V2= 1.4 - 3.6ft/s Q2=3.9cfs L PRO.=Existing Ditch >4.0% L REQ.=260 SLOPE=0.003 - 0.04 (DAp=0.25;DAg=2.35) DA=2.6ac GRASS SWALE DATA TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED* * * * ** * ** * * SHEET __ OF __ PERMIT DRAWING CF F F F F C C C F C C SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE65% PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas B-4958- GUILFORD 106 15+0020+00ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 0202TL-2 TL-2 TL-2 0202AT-1 -L- (STRUCTURE PAY ITEM) EXCAVATION = 425 CY BEGIN GRADE BEGIN PROJECT 12 13 14 15 16 17 18 19 20 21 22 750 760 770 780 790 800 810 820 800 750 760 770 780 790 810 820 PI = 18+00.00 EL = 787.81' (+)4.3900% VC = 200' K = 49 BEGIN GRADE END PROJECT STA. 15+00.00 EL = 786.86' STA. 19+00.00 EL = 792.20' (+)0.3167%1.5:11.5:1(+)4.3900% 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 = 25 = 3400 = 785.4 = 6300 = 100 = 787.9 = 5500 = +50 = 786.8 = 776.3 = 12/9/15 NWS=776.3 L GP ELEV. = 787.3 1 @ 30'; 1 @ 70'; SKEW 105 W/4' DEEP CAPS TWO SPAN 24" PCCS BRIDGE C STA. 16+54 -L- BRIDGE EXISTING REMOVE (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP (TYP.) 3' KEY DEPTH CLASS II RIP RAP @ 1.5:1 W/ ARMOR BANK (STRUCTURE PAY ITEM) ELEV 779.0' (TYP.) EXCAVATE TO 2GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV ELBOWS15" W/SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH RETAIN 15" RCP-IV 18" CAAP FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH ( Not to Scale) RIP RAP AT EMBANKMENT STA. 16+62 -L- RT STA. 16+80 -L- LT DETAIL C Grade Ditch 2 GEOTEXTILE Geotextile= 25 SY Type of Liner= 25 TONS,CL II Rip-Rap 5'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 16+65 TO STA. 16+90 -L- RT FROM STA. 16+83 TO STA. 17+05 -L- LT DETAIL B B=3 Ft. Max. d=2 Ft. Min. D=2 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I Rip-Rap Geotextile FROM STA. 15+20 TO STA. 15+95 -L- LT Fill Slope2:1 or Flatter b=2 Ft. d=1 Ft. Type of Liner= CLASS B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP HH 10' GRAVEL12' GRAVELREEDY FORK CREEKDUKE POWER CO MTL 1SFD S 10' GRAVEL9' GRAVEL9' GRAVEL60.00'60.00'EXISTING R/W EXISTING R/W 68.00' 68.00'POWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTCOAX, TWC AT&T CORP., COPPER AT&T CORP., COPPER MELVIN S KRIEGSMAN DB 2724 PG 525 DB 7083 PG 1754 METODIST CHURCH, INC. CANAAN UNITED WOODS BM1 CAROLYN T. RUMLEY JOHN W. RUMLEY AND DB 4502 PG 0533 Progress Energy Duke 12" RCP EIP Progress Energy Duke (NORTHWEST SCHOOL RD) TO SR 2131 EIP TO R/W 0.93' WOODS WOODS WOODS COAX, TWC AT&T CORP., COPPER BOX USGS STA GAUGING USGS WOODS 18" RCP AT&T CORP., COPPER WOODS 15" RCP GATE WOODS JO ANN L. DELAUNE FRANCIS W. DELAUNE JR AND WIFE DB 2957 PG 630 DB 3458 PG 191 MALINDA LOU McCUISTON DB 7075 PG 345 DB 7674 PG 798 JOHNNY L. McGEE AND SPOUSE BRUCE M. THEDE WIFE DOROTHY F. MARTIN WILLIAM PRESTON MARTIN AND DB 2568 PG 489 BOX CABLE 15" RCP (BROOKBANK RD)TO SR 2127 EXISTING R/W EXISTING R/W R/W TO EIP 3.00' EIP WOODS EIP POSTS GATE SR 2128 BUNCH RD 20'BST 10 (-)0.4857%(+)1.9526% -DR- END GRADE K = 21 PI = 10+55.00 EL = 787.07' BEGIN GRADE STA. 10+20.00 EL = 787.24' STA. 10+95.68 EL = 787.87 VC = 50' 4 NAD 83/ NSRS 2007 775 775775775775775775775775775775775775775775780780780780 780780780780780780 780 780780780780780780780780780780780780780780780785785785785785785 785785 7857 8 5 785785 785785785785785 785 785785785785785 785785785 785785785785785785785790790790790790 7 9 0 790790 790 790790790790790 790 790 790 790 790 790790790790795795795795795 795795795795795795795795795795 795 795 795795 795 795 795795800800800800800 8008 0 0 8 0 0 800800800800800800 800800800800800800 800 800800800 805805805805 805 805805 8 0 5 805805805805805 805 805 805805805 805 805810810810810 810 810 810 810810810810810 810 810 810810 810 815815 815 8 1 5 815 8158158158158 1 5 815815 815 815 8208 2 0 820820 8208208 2 0 820820 820 825825 8258258258 2 5825 830830 83083083083083583583584084084084584585015+0020+00ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: 0202TL-2 TL-2 TL-2 0202AT-1 2GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV V10= 0.3 ft/s Q10=0.6cfs V2= 0.3 ft/s Q2=0.5cfs DA=0.13ac RIP RAP PAD DATA ELBOWS15" W/OUTLET DITCH DATA s=0.003 d10=0.8 ft V10=1.4 ft/s Q10=5.5cfs (DAp=0.3;DAg=2.4) DA=2.7ac STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION TOE PROTECTION DATA s=0.02 d10=0.9 ft V10=3.0 ft/s Q10=15cfs (DAp=0.1;DAg=9.0) DA=9.1ac OUTLET DITCH DATA s=0.02 d10=0.4 ft V10=1.7 ft/s Q10=0.6cfs (DAp=0.05;DAg=0.20) DA=0.25ac GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH RETAIN 15" RCP-IV 18" CAAP FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH ( Not to Scale) RIP RAP AT EMBANKMENT STA. 16+62 -L- RT STA. 16+80 -L- LT DETAIL C Grade Ditch 2 GEOTEXTILE Geotextile= 25 SY Type of Liner= 25 TONS,CL II Rip-Rap 5'min. 1.0'min. 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 16+65 TO STA. 16+90 -L- RT FROM STA. 16+83 TO STA. 17+05 -L- LT DETAIL B B=3 Ft. Max. d=2 Ft. Min. D=2 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I Rip-Rap Geotextile FROM STA. 15+20 TO STA. 15+95 -L- LT Fill Slope2:1 or Flatter b=2 Ft. d=1 Ft. Type of Liner= CLASS B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP STA. 17+72 LT D10= 0.4ft V10= 1.6ft/s Q10=0.7cfs(cp=0.9;cg=0.3) D2= 0.4ft V2= 1.5 ft/s Q2=0.6cfs L PRO.=131 ft L REQ.=30 ft SLOPE=0.018 (DAp=0.07;DAg=0.23) DA=0.3ac GRASS SWALE DATA STA. 19+05 LT D10= 1.3 - 0.8ft V10= 1.4 - 3.8ft/s Q10=5.0cfs(cp=0.9;cg=0.3) D2= 1.2 - 0.7ft V2= 1.4 - 3.6ft/s Q2=3.9cfs L PRO.=Existing Ditch >4.0% L REQ.=260 SLOPE=0.003 - 0.04 (DAp=0.25;DAg=2.35) DA=2.6ac GRASS SWALE DATA TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED* * * * ** * ** * * SHEET __ OF __ PERMIT DRAWING CF F F F F C C C F C C 0202TL-2 TL-2 02022GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV ELBOWS15" W/SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH 15" RCP-IV 18" CAAP FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP DUKE POWER CO MTL10' GRAVEL68.00' WOODS WOODS BOX USGS STA GAUGING USGS WOODS 18" RCP WOODS 15" RCP GATE EIP GATE 0202TL-2 TL-2 02022GI REMOVE 2GI TB 2GI TB 2GI 15" RCP-IV V10= 0.3 ft/s Q10=0.6cfs V2= 0.3 ft/s Q2=0.5cfs DA=0.13ac RIP RAP PAD DATA ELBOWS15" W/OUTLET DITCH DATA s=0.003 d10=0.8 ft V10=1.4 ft/s Q10=5.5cfs (DAp=0.3;DAg=2.4) DA=2.7ac STABLE/VEGETATED EXISTING DITCH STABLE/VEGETATED EXISTING DITCH SEE DETAIL A EST 35 SY GEOTEXTILE EST 20 TONS TOE PROTECTION OUTLET DITCH DATA s=0.02 d10=0.4 ft V10=1.7 ft/s Q10=0.6cfs (DAp=0.05;DAg=0.20) DA=0.25ac GRADE TO DRAIN CLASS II RIP RAP SEE DETAIL C EMBANKMENT RIP RAP SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH 15" RCP-IV FS EXCAVATION SEE DETAIL B EST 20 SY GEOTEXTILE EST 10 TONS SLOPE=0.3% 3' BASE DITCH EST 85 SY GEOTEXTILE EST 85 TONS w/ CLASS II RIP RAP ARMOR BANK @ 1.5:1 CLASS II RIP RAP STA. 17+72 LT D10= 0.4ft V10= 1.6ft/s Q10=0.7cfs(cp=0.9;cg=0.3) D2= 0.4ft V2= 1.5 ft/s Q2=0.6cfs L PRO.=131 ft L REQ.=30 ft SLOPE=0.018 (DAp=0.07;DAg=0.23) DA=0.3ac GRASS SWALE DATA STA. 19+05 LT D10= 1.3 - 0.8ft V10= 1.4 - 3.8ft/s Q10=5.0cfs(cp=0.9;cg=0.3) D2= 1.2 - 0.7ft V2= 1.4 - 3.6ft/s Q2=3.9cfs L PRO.=Existing Ditch >4.0% L REQ.=260 SLOPE=0.003 - 0.04 (DAp=0.25;DAg=2.35) DA=2.6ac GRASS SWALE DATA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * SHEET __ OF __ PERMIT DRAWINGJO ANN L. DELAUNE FRANCIS W. DELAUNE JR AND WIFE CAROLYN T. RUMLEY JOHN W. RUMLEY AND MALINDA LOU McCUISTON JOHNNY L. McGEE AND SPOUSE BRUCE M. THEDE JOHNNY L. McGEE AND SPOUSE BRUCE M. THEDE METODIST CHURCH, INC. CANAAN UNITED GRAPHIC SCALE 0'100'100' CF F F F F C C C F C C SHEET NO.$$$$$$SYSTIME$$$$$$$DATE$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$0 105 PROJECT REFERENCE65% PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION B-4958 - GUILFORD 106 786.81EXIST. R/WEXIST. R/WEOPEOP786.85EXIST. R/WEXIST. R/WEOPEOPEXIST EXIST 786.83EXIST. R/WEXIST. R/WEOPEOP0.020 0.020 2:1 2:1787.12EXIST. R/WEXIST. R/WEOPEOP0.020 0.020 2:1 2:1774.57EXIST. R/WEXIST. R/W0.020 0.020 X-1 BEGIN BRIDGE 16+04.00 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 780 780 790 790 770 770 780 780 790 790 770 770 780 780 790 790 770 770 780 780 790 790 770 770 780 780 790 790 770 770 -L- 16+50.00 16+00.00 15+50.00 15+00.00 14+50.00 SHEET __ OF __ PERMIT DRAWING HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 16+70 LT/RTEmbankment Rip Rap <0.01 0.01 20 40 1 16+25 LT/RTBank Stabilization 0.01 <0.01 100 20 116+80 LTTemp Constr Access <0.01 TOTALS*: 0.01 0.01 120 60 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET OF 20 ft of permanent and 30 ft of temporary impacts due to "Embankment Rip Rap" are within total length of bank stabilization.Permanent Impact to Surface Waters due to proposed piers =29 sq ft.NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/30/2017 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSGUILFORD COUNTYBrg#106OVER REEDY FORK CREEK