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Home My WebLink About20201815 Ver 1_17BP9R57_Hyd_DRN_PERMIT (02-26-2021)_20210528(Version 2.08; Released April 2018)SF-280063TIP No.:17.BP.9.R.57County(ies):Davidson Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?Design/Future: Year:2041Existing: Year:Aquatic T&E Species?Comments:Yes NoNoN/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.(Approach) 18' paved width (2-9' lanes) with 6' unpaved sloped shoulders(Bridge) 2-11' lanes (27.833 Ft curb-to-curb) with 2.9 ft shoulders7480richard.hiner@woodplc.comProject 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): Class CNCDWR Surface Water Classification for Water BodyBuffer Rules in Effect:None3080(Approach) 2-11' lanes with 6' shoulders(Bridge) 2-12' lanes with 7'11" shouldersWaterbody Information2021NCDWR Stream Index No.:SF-280063Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)NoneThe existing single-span 40'7" bridge is being replaced with a proposed 55' single-span (21" cored-slab) structure. The bridge will be normal crown with 2% cross slopes, with 11' travel lanes and 2'11" shoulders, 27'10" clear width and 30' OTO width. Existing drainage patterns are being maintained. Runoff is being discharged as far from the stream as practicable. No deck drains are used and, since the roadway has a vertical curve that peaks in the middle of the bridge, a bridge approach drop inlet is provided at each corner of the proposed bridge. The two inlets on the west end of the bridge discharge to the north into a proposed v-ditch. The two inlets on the east end of the bridge discharge onto a riprap pad on the overbank and then into an existing stream. Bank protection is also provided along both sides of the stream.2801 Yorkmont RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Highway Division 9Address:General Project Information17.BP.9.R.57WBS Element:Bridge ReplacementWBS Element:Wood Environment & InfrastructureNCDOT Contact:336-747-7800Suite 100Charlotte, NC 28208Contractor / Designer:704-357-5599drdagenhart@ncdot.govWinston-Salem, NC 27127Address:2/26/2021DavidsonLexingtonDaniel Dagenhart375 Silas Creek ParkwayRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoForest & rural farmlandReedy Creek11-32-4350 ft.Project DescriptionProposed ProjectYadkin PeedeeNoneSupplemental Classification: NoneWetlands within Project Limits? DANIEL R. DAGENHART CHRISTOPHER H. LEE, PE 25 25 D T V = = = = = = 50 % % MPH ADT ADT % * DUAL * TTST = FUNC CLASS = LOCAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: 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. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE PLANS PREPARED BY:PLANS PREPARED FOR:17BP.9.R.57 17BP.9.R.57 DAVIDSON COUNTY 2021 50 100 1005050 5 5 10 GRADING, DRAINAGE, PAVING & STRUCTURE ON SR 1472 (WELCOME-ARCADIA ROAD) BRIDGE 63 OVER REEDY CREEK DIV 9 BRIDGE PROGRAM MANAGER NCDOT CONTACT DIVISION 9 DIVISION OF HIGHWAYS WINSTON SALEM, NC 27127 375 SILAS CREEK PARKWAY 2.5 VICINITY MAP OFF SITE DETOUR ROUTE N.T.S. LOCATION PROJECT SITE 4 0.066 mi=TOTAL LENGTH OF PROJECT 17BP.9.R.57 0.011 mi=LENGTH STRUCTURE PROJECT 17BP.9.R.57 0.055 mi=LENGTH ROADWAY PROJECT 17BP.9.R.57 REEDY CREEKTO OLD US 52 TO NC 150 -L- Sta. 14+50.00 END PROJECT 17BP.9.R.57 -L- POT Sta. 13+00.13 END BRIDGE -L- POT Sta. 12+42.88 BEGIN BRIDGE 3,080 7,480 SUB-REGIONAL TIER APRIL 20, 2021 50PROJECT:P.E.17BP.9.R.57 R/W17BP.9.R.57 2041 NOVEMBER 26, 2019 (WELCOME-ARCADIA RD.) -L- SR 1472 -L- Sta. 11+00.00 BEGIN PROJECT 17BP.9.R.57 17BP.9.R.57 CONST. END CONST. SHEET 1 OF 4 PERMIT DRAWING WETLAND AND SURFACE WATER PERMIT IMPACTS -L- POT Sta. 15+79.45-L- POT Sta. 10+00.00PT Sta. 10+59.74 PC Sta. 10+33.92 POT Sta. 10+94.73 -DR1_A- -DR1_A- -DR1_A- -DR1_A- -DR1_A- POT Sta. 10+00.00 = -L- POT Sta. 13+52.88John'sRd.WesleySt.LyndaLn.CynthiaLn.ChapmanDr.WillLanierRd.HomerLeonardRd.Doctor Zimmerman Rd. Ed Essick Rd.Me a dowvi ewRd.HollisDr.Pickett Rd.ChurchRd.RoyKepleyRd.RogerBerrierCecilRd.CritcherDr. Pickett Dr. Cranford St. Homer St. Davidson Dr. Sidney Craver Rd.CharlieHinkleRd.WilsonSt.Industrial Dr. Austin Ln. Craven Dr. Ashley Ct. Middle Creek Ct.LexingtonAve.Alicen DrMiss Emery Ln 1468 1462 1462 1467 1588 1610 1592 1460 1465 1464 1827 1827 1460 1825 2945 1568 1468 1608 1609 1472 1471 1470 1469 2972 1824 1470 14741475 1476 1474 1611 1473 1473 1479 1504 1502 1472 1502 1472 1478 3289 1472 1481 1500 1501 1564 1870 1821 1530 1502 1636 1822 3232 3242 3238 3017 3016 3253 1524 1569 2912 3347 3348 3400 W elcome School WINSTON-SALEMEnterprise Jr. HighDavidsonNorth Sr. HighDavidsonNorth W elcome 1503 1477 M ethodist Church Center Methodist Church P427 Our Saviour's Luthern Ch.NAD 83/ 2011 NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE NAD 83/2011$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 1 SITE 2 SITE 3 WETLAND AND SURFACE WATER PERMIT IMPACTS WETLAND DENOTES FILL INFF SHEET 3 OF 4 PERMIT DRAWING MECHANIZED CLEARING DENOTES TEMPORARY IMPACTS * * * * ** * ** * * SITE 4 S S SURFACE WATER DENOTES IMPACTS IN 8"PVC8"PVC8"PVC4 ", PL4"PL4"PLT C 3 6" C MP 18" CMP 12" RCP 24" CMP 15" RCP 12" RCP 24" RCP 10.5' GR10.5' GR9' GR12.3' GR12.3' GRWOODS WOODS WOODS 24" RCP WOODS RIPRAP RIPRAP RIPRAP REEDY CREEK60.00'EXISTING R/W EXISTING R/W N 78°15'22" W 111.29'S 47°29'44" W386.72'S 47°29'44" W373.29'S 30°10'31" W221.06'S 30°10'31" W32.69'N 28°54'50" E597.01'S 33°21'17" W694.02'N 31°13'20" E392.82'N 31°12'30" E390.07'S 33°43'30" W568.66'N 35°11'08" E963.45'RR SPIKE IN 24" MAPLE ELEV.=736.06' BL STA 10+73 58RT N 792506 E 1621031 BM 1 OLD US 52NC 150CABLE GATE GUY BOLLARD EIP EIR 8" BK WALL 8" BK WALL GPS2 BL3 23.6' BST WELCOME ARCADIA ROAD (SR 1472) F BAILEY RENAE C & LARRY DB 2250 PG 2415 JAMES E CRAVER JR. DB 2250 PG 2418 DB 2065 PG 1812 LARRY & KATHLEEN MICHAEL JUDY PARKER MARLIN & DB 946 PG 606 DANIEL G & JULIA R SWAIN DB 1004 PG 593 LARRY MICHAEL FAMILY TRUST DB 2065 PG 1807 THOMAS & AUDRA SOUTHER DB 1736 PG 396 JAMES E CRAVER JR. DB 2256 PG 1426 MARK CRAVER DB 1020 PG 1721 STEVEN HUNT DB 1167 PG 130 JOHN BOND DB 2052 PG 1127 ENCASEMENT ABOVE GROUND DI 2' BASE DITCH (SEE DETAIL 2) 0401 Flatter3:1 or DETAIL 1 Ground Natural Slope Ditch Front 2:1D ( Not to Scale) SPECIAL LATERAL 'V' DITCH Min. D= 1 Ft. -L- STA. 11+25 LT TO STA. 12+40.52 LT Flatter (TYP) 2:1 or (Variable) Channel Bed Fill Slope2:1 or Flatter b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile FROM STA. 11+25 Rt TO STA. 11+45 Rt Type of Liner= Class "I" Rip-Rap b= 3.5 Ft. d= 1 Ft. GEOTEXTILE FABRIC CLASS "II" RIPRAP AND 0403 0404 0405 0406 0408 0407 DEPTH (SEE DETAIL 1) V-DITCH 1' MINIMUM ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 6 Grade Ditch 2' GEOTEXTILE 10'min. 1.0'min. (Variable) Channel Bed Geotextile= 284 sy Type of Liner= 380 TONS,CL II Rip-Rap STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 OUTLET DITCH FILL IN EXISTING 2:1D B ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH -L- STA. 12+90 LT TO STA. 13+00 LT -L- STA. 13+73 LT TO STA. 14+25 LT DETAIL 2 B= 2 Ft. Min. D= 1 Ft. Ground Natural Slope Fill 2B 2GI 15" 15" (SEE DETAIL 6) RIPRAP STABILIZATION (DETAIL 5) PIPE OUTLET DITCH (SEE DETAIL 2) 2' LAT. BASE-DITCH (DETAIL 4) BANK STABILIZATION 6 SY GEO 6 TN CLASS "I" RR18"18" 2B 2GI (SEE DETAIL 3) TOE PROTECTION 2B 2GI GEO = 26 SY CL I RIP RAP = 13 TONS GEO = 54 SY CL II RIP RAP = 26 TONS GEO = 3 SY CL I RIP RAP = 2 TONS GEO = 80 SY CL I RIP RAP = 42 TONS *-DR1_A- STA. 10+35 LT TO STA. 11+87.00 RT *2:1 CL IV PIPE 30" SEE DETAIL 1 SPECIAL LATERIAL V DITCH 2B 2GI EXIST. PIPE REMOVE GEO = 15 SY CL I RIP RAP = 8 TONS 8 SY GEO 8 TN CL "I" RR 6 SY GEO 6 TN CL "I" RR 1 2 3 4 5 15GREU TL-3GREU TL-3 028:1 8:10202GREU TL-38:1 -L- STA 13+11.01 TO -L- STA 13+16.01 LT & RT -L- STA 12+27.01 TO -L- STA 12+32.01 LT & RT SHOULDER BERM GUTTER: AT-1 0215PI Sta 10+47.49 D L = 25.83' T = 13.57' R = 34.00' -DR1_A- OUTSIDE OF SLOPE STAKES DISTURB TREES ONLY AS NEEDED OUTSIDE OF SLOPE STAKES DISTURB TREES ONLY AS NEEDED RWM ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 4 2' BANK STABILIZATION Length= 30 Ft. Type of Liner= CL "II" Rip-Rap - Keyed-In ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 5 1' Type of Liner= CL I Rip-Rap - Keyed-In Length= 2 Ft. PIPE OUTLET DITCH STABILIZATION STA. 12+29 STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 Geotextile 1' F FF F C C C C C C F F F F F F C C F NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE NAD 83/2011$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 1 SITE 2 SITE 3 WETLAND AND SURFACE WATER PERMIT IMPACTS WETLAND DENOTES FILL INFF SHEET 4 OF 4 PERMIT DRAWING MECHANIZED CLEARING DENOTES TEMPORARY IMPACTS * * * * ** * ** * * SITE 4 S S SURFACE WATER DENOTES IMPACTS IN 8"PVC8"PVC8"PVC4 ", PL4"PL4"PLT C 3 6" C MP 18" CMP 12" RCP 24" CMP 15" RCP 12" RCP 24" RCP 10.5' GR10.5' GR9' GR12.3' GR12.3' GRWOODS WOODS WOODS 24" RCP WOODS RIPRAP RIPRAP RIPRAP REEDY CREEK60.00'EXISTING R/W EXISTING R/W N 78°15'22" W 111.29'S 47°29'44" W386.72'S 47°29'44" W373.29'S 30°10'31" W221.06'S 30°10'31" W32.69'N 28°54'50" E597.01'S 33°21'17" W694.02'N 31°13'20" E392.82'N 31°12'30" E390.07'S 33°43'30" W568.66'N 35°11'08" E963.45'RR SPIKE IN 24" MAPLE ELEV.=736.06' BL STA 10+73 58RT N 792506 E 1621031 BM 1 OLD US 52NC 150CABLE GATE GUY BOLLARD EIP EIR 8" BK WALL 8" BK WALL GPS2 BL3 23.6' BST WELCOME ARCADIA ROAD (SR 1472) F BAILEY RENAE C & LARRY DB 2250 PG 2415 JAMES E CRAVER JR. DB 2250 PG 2418 DB 2065 PG 1812 LARRY & KATHLEEN MICHAEL JUDY PARKER MARLIN & DB 946 PG 606 DANIEL G & JULIA R SWAIN DB 1004 PG 593 LARRY MICHAEL FAMILY TRUST DB 2065 PG 1807 THOMAS & AUDRA SOUTHER DB 1736 PG 396 JAMES E CRAVER JR. DB 2256 PG 1426 MARK CRAVER DB 1020 PG 1721 STEVEN HUNT DB 1167 PG 130 JOHN BOND DB 2052 PG 1127 ENCASEMENT ABOVE GROUND DI 725726726726727727 727727728728728728728728 729729729729729729729730730730 730730730730730730730730730730731731731731731731731731731 732 732732732732732732732732732732732 733733 733733733 733733733733733 733 733733733733734734 734734734734 734735735735 735 735735735735735735 7 3 5 735735736736736736736736736 7 3 6736736737737737737737737 737 737738738 7387 3 8 738738739 739739 739 740 740740740 740740740740741741741 741741742 742742 743743743 744744744745 745745745745746746747 747 748 749 7 5 0 7 5 0 7 5 1 7 5 2 753754754755755 7567572' BASE DITCH (SEE DETAIL 2) 0401 Flatter3:1 or DETAIL 1 Ground Natural Slope Ditch Front 2:1D ( Not to Scale) SPECIAL LATERAL 'V' DITCH Min. D= 1 Ft. -L- STA. 11+25 LT TO STA. 12+40.52 LT Flatter (TYP) 2:1 or (Variable) Channel Bed Fill Slope2:1 or Flatter b DETAIL 3 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile FROM STA. 11+25 Rt TO STA. 11+45 Rt Type of Liner= Class "I" Rip-Rap b= 3.5 Ft. d= 1 Ft. GEOTEXTILE FABRIC CLASS "II" RIPRAP AND 0403 0404 0405 0406 0408 0407 DEPTH (SEE DETAIL 1) V-DITCH 1' MINIMUM ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 6 Grade Ditch 2' GEOTEXTILE 10'min. 1.0'min. (Variable) Channel Bed Geotextile= 284 sy Type of Liner= 380 TONS,CL II Rip-Rap STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 OUTLET DITCH FILL IN EXISTING 2:1D B ( Not to Scale) Flatter2:1 or SPECIAL LATERAL BASE DITCH -L- STA. 12+90 LT TO STA. 13+00 LT -L- STA. 13+73 LT TO STA. 14+25 LT DETAIL 2 B= 2 Ft. Min. D= 1 Ft. Ground Natural Slope Fill 2B 2GI 15" 15" (SEE DETAIL 6) RIPRAP STABILIZATION (DETAIL 5) PIPE OUTLET DITCH (SEE DETAIL 2) 2' LAT. BASE-DITCH (DETAIL 4) BANK STABILIZATION 6 SY GEO 6 TN CLASS "I" RR18"18" 2B 2GI (SEE DETAIL 3) TOE PROTECTION 2B 2GI GEO = 26 SY CL I RIP RAP = 13 TONS GEO = 54 SY CL II RIP RAP = 26 TONS GEO = 3 SY CL I RIP RAP = 2 TONS GEO = 80 SY CL I RIP RAP = 42 TONS *-DR1_A- STA. 10+35 LT TO STA. 11+87.00 RT *2:1 CL IV PIPE 30" SEE DETAIL 1 SPECIAL LATERIAL V DITCH 2B 2GI EXIST. PIPE REMOVE GEO = 15 SY CL I RIP RAP = 8 TONS 8 SY GEO 8 TN CL "I" RR 6 SY GEO 6 TN CL "I" RR 1 2 3 4 5 15GREU TL-3GREU TL-3 028:1 8:10202GREU TL-38:1 -L- STA 13+11.01 TO -L- STA 13+16.01 LT & RT -L- STA 12+27.01 TO -L- STA 12+32.01 LT & RT SHOULDER BERM GUTTER: AT-1 0215PI Sta 10+47.49 D L = 25.83' T = 13.57' R = 34.00' -DR1_A- OUTSIDE OF SLOPE STAKES DISTURB TREES ONLY AS NEEDED OUTSIDE OF SLOPE STAKES DISTURB TREES ONLY AS NEEDED RWM ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 4 2' BANK STABILIZATION Length= 30 Ft. Type of Liner= CL "II" Rip-Rap - Keyed-In ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 5 1' Type of Liner= CL I Rip-Rap - Keyed-In Length= 2 Ft. PIPE OUTLET DITCH STABILIZATION STA. 12+29 STA. 12+44 TO 12+55, STA. 12+84 TO 12+99 Geotextile 1' F FF F C C C C C C F F F F F F C C F 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) -L- 1 LT. 13+47 - 14+06 Driveway, 30" Pipe, & Waterline <0.01 <0.01 2 LT. 13+20 - 13+40 Driveway, 30" Pipe, & Waterline <0.01 <0.01 3 12+56 - 12+83 Bridge / Bank Stabilization <0.02 89.00 4 12+54 - 12+89 Waterline Installation <0.01 3.00 (Temporary Impacts associated with Site 4 fall entirely within the footprint of Site 3) TOTALS*:<0.01 0.00 0.00 <0.01 0.00 <0.02 <0.01 89 3.00 0.00 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 1 OF 1 02/26/2021 DAVIDSON NC DEPARTMENT OF TRANSPORTATION 17BP.9.R.57 WETLAND AND SURACE WATER IMPACTS SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS DIVISION OF HIGHWAYS