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Home My WebLink About20210427 Ver 1_SF-010003_Permit Drawings_20210204 (2)_20210222(Version 2.08; Released April 2018)DF17112.2002807TIP No.:SF-010003County(ies):AlexanderPage 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2020Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?High Quality Waters (HQW)NoneSupplemental Classification: Wooded & Farmland, Low Density ResidentialSouth Yadkin River12-108-(5.3)0.34630'Project DescriptionProposed ProjectYadkin-Pee DeeRiver Basin(s): City/Town:0.47Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nosrackley@ncdot.govShelby, NC 28151Address:2/4/2021AlexanderHiddeniteSteve Rackley, PE1710 E. Marion St.WBS Element:Bridge ReplacementWBS Element:TGS Engineers (David Petty, PE)NCDOT Contact:(980) 552-4216Raleigh, NC 27603Contractor / Designer:919-773-8887 ext. 104706 Hillsborough Street - Suite 200North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Division 12 Bridge MaintenanceAddress:General Project InformationSF-010003DF17112.2002807Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Critical Area (CA)Project involves the replacement of Bridge #010003 over South Yadkin River on SR 1456 (Cheatham Ford Rd.) in Alexander County, NC southeast of Hiddenite. The bridge failed on November 12, 2020. Proposed 2@70', 1@60' Cored Slab bridge to replace existing 175’ long by 28’ wide (reinforced concrete deck on I-beams) five-span bridge. Proposed bridge to be constructed and existing bridge to be removed using temporary workpads. Runoff from the existing bridge discharges directly into the river; however, the proposed bridge will have no direct discharge into the river. The minimum number of deck drains necessary to maintain safe passage by the traveling public will be installed over the overbank floodplain areas as far as possible from the edge of water. Stormwater runoff from the proposed bridge that bypasses the deck drains is to flow to traffic bearing grated inlets on the east and west sides of the roadway at the north approach of the bridge where it will be diffused with a riprap pad at the proposed pipe outlet on the west side of the approach. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. Please note, NCDWR Stream Index Number and associated classifications change at this road crossing. Upstream index number and classifications are shown in table below. Downstream are shown on page two.N/ABuffer Rules in Effect:South Yadkin RiverNone1400Two 11' paved travel lanes with 4' paved shoulders.Waterbody Information2020NCDWR 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 II (WS-II)NCDWR Surface Water Classification for Water Bodyac.Two 10' paved travel lanes with 3' grassed shoulders. 1400dpetty@tgsengineers.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) (Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSDF17112.2002807TIP No.:SF-010003County(ies):Alexander Page 2 of 2Aquatic T&E Species?NoComments:Yes NoNo(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)Deck Drains Discharge Over Water Body?Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/AImpairments:NoneOther Stream Classification: NoneSouth Yadkin RiverNRTR Stream ID:Water Supply IV (WS-IV)Primary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: 12-108-(5.5)NoneSouth Yadkin RiverNCDWR Stream Index No.:Additional Waterbody InformationBuffer Rules in Effect:N/AWBS Element:Surface Water Body (2): LOCATION PROJECT 1474 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRADING, DRAINAGE, PAVING, AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PE UTIL & R/W CONST. N/A N/A N/A PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATAGRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 1/27/2021X:\NCDOT\EDB Alexander 010003\Hydraulics\PERMITS_Environmental\Alexander_03_Hdy_prm_wet_tsh.dgnUser:kgrayCONTRACT:See Sheet 1A For Index of Sheets PROJECT:T V = = = 6 60 MPH ADT 2020 % * DUAL =3%* TTST =3% FUNC CLASS = SUB-REGIONAL TIER LOCAL - RURAL =0.119 =0.038 =0.081 ENGINEER HYDRAULICS SIGNATURE: P.E. ENGINEER ROADWAY DESIGN P.E. SIGNATURE: ALEXANDER COUNTY BRIDGE #010003 OVER SOUTH YADKIN RIVER ON SR 1456 (CHEATHAM FORD RD) DF17112.2002807 DF17112.2002807 DF17112.2002807 DF17112.2002807 DF17112.2002807DL00229PH (704) 924-8646 STATESVILLE, NC 28687 P. O. BOX 7168 R.E. BURNS & SONS CO CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS JIMMY TERRY, PE 2018 STANDARD SPECIFICATIONS CLINTON PRUETT, PE OF TRANSPORATION DEPARTMENTNORTH CAROLINA Shelby, NC 28151 1710 E. Marion St DIVISION 12 TOTAL LENGTH PROJECT DF17112.2002807 #010003 LENGTH STRUCTURE PROJECT DF17112.2002807 #010003 LENGTH ROADWAY PROJECT DF17112.2002807 #010003 1400 64 ALEXANDER COUNTYIREDELL COUNTYHiddenite 90 Sout hY a d k in River Creek Third 1473 1475 1473 1476 1456 1456 1477 1516 1478 1478 1479 1490 14781005 1683 16851631 1632 1005 1641 1510 1512 90 1581 1553 1511 1508 1001 1498 1504 1503 1001 1005 1492 1565 1570 4 RIVERSOUTH YADKINSR 1456-L-CHEATHAM FORD RD 15+00TO NC-90 (HUCKLEBERRY RIDGE RD) TO SR 1473 -L- STA. 13+81.71 BEGIN BRIDGE -L- STA. 15+84.29 END BRIDGE -L- STA. 11+70.00 DF17112.2002807 BEGIN PROJECT -L- STA. 18+00.00 DF17112.2002807 END PROJECT LETTING DATE: RIGHT OF WAY DATE: ARTPIONMEN N AT O F TRA SPORTTESDTLINAATECAR O DECEMBER 15, 2020 DECEMBER 15, 2020 -L- STA. 11+50.00 DF17112.2002807 BEGIN CONSTRUCTION VICINITY MAP (BY DEPARTMENT) OFFSITE DETOUR 1472 1460 14911001 1491 1493 1491 1496 1518 1496 DESIGN EXCEPTION REQUIRED FOR MIN. HORIZONTAL CURVE RADIUS, VERTICAL CURVATURE AND VERTICAL SSD.RIGHT OF WAY PLANSWETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SHEET 1 OF 4 PERMIT DRAWING PROJECT DESIGN ENGINEER PROJECT ENGINEER PLANS PREPARED FOR:PLANS PREPARED BY: NCDOT CONTACT:STEVE RACKLEY, PE NAD 83/ 2011 TYPE-III TYPE-III TYPE-III TYPE-III TT12" STL THIS END 72" CHL & 3SBWLEYLAND CYPRESS TREE LINE HEADWALL/WINGWALL OLD ROCK BRIDGE HEADWALL/WINGWALL OLD ROCK BRIDGE BL-4 MTL MTLBL-3 BM1 20HD TEL PWR CONC HW18" RCP BLDG FOUND. CONC TANK PART OF BOTTOM OF TANK MTL TOP TANK 2SBKBUS PWR GATE 72" CHL & 3SBW WALL 24" CONC CONCBL-5 MTL GRAVEL BL-6 BM2 18" RCPREBAR REBAR ROCK HW12' BST18" RCP GR MTL ANTENNA POLE W/ LT TEL PWR H-POLEBST WOODS WOODS WOODS WOODS FALLOW WOODS SOUTH YADKIN RIVERSOUTH YADKIN RIVERYARD RESIDENTIAL EXISTING R/W EXISTING R/W60.00'EXISTING R/W EXISTING R/W60.00'BRIDGE #010003 ISAAC A. CALL KATHY M. CALL DEBRA A. KEEVER MICHAEL D. WARREN JEAN W. WARREN MICHAEL D. WARREN SR 1456 CHEATHAM FORD RD 20' PAVED ROADWAYTO NC HWY 90 1.26 MILES +/- HUCKLEBERRY RIDGE RD 0.50 MILES +/- TO SR 1473 6 ", PVC 25 PR, Copper 25 PR, Copper2 PR, Copper PB 7 PG 206 PER ABSTRACT AND EXISTING R/W SHOWN PWR PWR PWR DUKE GATE 36" MTL WATER VAULT ABANDONED020102005023 02020102800007-L- POC 20+02.03 -L- STA. 15+84.29 END BRIDGE -L- STA. 13+81.71 BEGIN BRIDGE -L- PC 17+25.93 -L- POT 10+00.00 10+0015+0020+00-L- STA 11+70.00 DF17112.2002807 BEGIN PROJECT -L- STA 18+00.00 DF17112.2002807 END PROJECT -L- STA 11+50.00 DF17112.2002807 BEGIN CONSTRUCTION ASPHALT DRIVE PROP. ASPHALT DRIVE PROP. (BY OWNER) RELOCATE GATE IS DAMAGED DURING CONSTRUCTION. ASPHALT DRIVEWAY INSIDE EASEMENTS THAT CONTRACTOR SHALL REPAIR ANY PORTION OF F F F F F F F F F F F F C C F F F F F F F F C F F F F F F TB 2GI TB 2GI 5 SY GEO 1 TONS, RIP RAP CLASS B RETAIN REMOVE 1 8 "15"7 SY GEO 2 TONS, RIP RAP CLASS B REMOVE 15" (STRUCTURES ITEM) CLASS II RIP RAP (TYP.) 33 TONS, 74 SY GEO CLASS B RIP RAP SEE DETAIL A TOE PROTECTION 198 TONS CLASS II RIP RAP BANK STABILIZATION 326 TONS CLASS II RIP RAP BANK STABILIZATION 15" RCP-IV FROM -L- STA. 12+50 TO STA. 13+80 LT Fill Slope2:1 or Flatter b= 3 Ft. d= 1 Ft. Type of Liner= Class B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 01 02 03 04 TEMPORARY IMPACTS TO ELEV 864' (TYP.) TEMPORARY WORKPADS IMPACTS PERMANENT NAD 83/ 2011 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4DF17112.2002807 R/W SHEET NO.8/17/992/3/2021X:\NCDOT\EDB Alexander 010003\Hydraulics\PERMITS_Environmental\Alexander_03_Hyd_prm_wet_psh.dgnUser:kgrayBRIDGE # 010003 ALEXANDER COUNTY 11 12 13 14 15 16 17 18 19 2010 850 860 870 880 890 900 910 920 840 840 850 860 870 880 890 900 910 920 FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? BRIDGE/ROADWAY RELATIONSHIP SKETCH11'11'02024'-5" 4'-5"OUTOUT TO 33'-0"TYPE-III TYPE-III TYPE-III TYPE-III FDPS PROP. SBG PROP. 1'-1"ROADWAYCLEAR30'-10"1'-1" -L- STA 13+70.87 BEGIN APPROACH SLAB -L- STA 15+95.13 END APPROACH SLAB * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0'50'50' SHEET 2 OF 4 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN 1.5:11. 5: 1 ONE TIME. TEMP WORKPADS TO NO MORE THAN 50% AT LIMIT TOTAL STREAMFLOW BLOCKAGE FROM TEMPORARY WORKPADS TO ELEV 864' (TYP.) ESTIMATE 1 WEEK TO DRIVE PILES PER END BENT. AT EACH END BENT (PENDING FINAL DESIGN). ANTICIPATE 7 12X53 STEEL PILES DRIVEN ESTIMATE 8 WEEK DURATION. DECK AND TWO CONCRETE PIERS. REMOVE EXISTING CONCRETE BRIDGE EXCAVATOR MOUNTED JACKHAMMER TO TO BE REMOVED EXISTING BRIDGE REMNANTS OF PI = 12+65.00 EL = 890.50'(-)4 .7 3 6 8% (-)0.5000% VC = 180' K = 42 PI = 16+55.00 EL = 888.55' (-)0.5000%(+)5.5793% VC = 110' K = 18 DOWN TO STREAMBED EX. PIERS TO BE REMOVED ELEV. 895.00 -L- STA. 11+70.00 BEGIN GRADE -L- STA. 13+81.71 BEGIN BRIDGE -L- STA. 15+84.29 END BRIDGE ELEV. 896.64 -L- STA. 18+00.00 END GRADE ELEV. 888.80-L- STA 16+09.05LOW POINTDS = 30 MPH DS = 20 MPH 1.5:12:1 OR FLATTER1.5:1(POST-FAILURE) EX. GRADE AT -L- (PRE-FAILURE) EX. GRADE AT -L- W/ CLASS II RIP RAP (TYP.) 1.5:1 NORMAL SLOPE RESTORE BANK TO ELEV. 870' NWS=862' RESTORE BANK TO ELEV. 875' KEY-IN 3.5' (TYP.) CLASS II RIP RAP PROP. EXCAVATION (24" THICK, KEYED-IN) W/ CLASS II RIP RAP BANK STABILIZATION (24" THICK, KEYED-IN) W/ CLASS II RIP RAP BANK STABILIZATION ** F LATTER2: 1 OR 860860865865865865865865865865865870870870870870870870870870875875 875875875875875880 880880 880880880 885885 885885885885890890 890 890 890890890895895 895 89589 5900900 9 0 0 905 905905905910 910915 920 TYPE-III TYPE-III TYPE-III TYPE-III TT12" STL THIS END 72" CHL & 3SBWLEYLAND CYPRESS TREE LINE HEADWALL/WINGWALL OLD ROCK BRIDGE HEADWALL/WINGWALL OLD ROCK BRIDGE BL-4 MTL MTLBL-3 BM1 20HD TEL PWR CONC HW18" RCP BLDG FOUND. CONC TANK PART OF BOTTOM OF TANK MTL TOP TANK 2SBKBUS PWR GATE 72" CHL & 3SBW WALL 24" CONC CONCBL-5 MTL GRAVEL BL-6 BM2 18" RCPREBAR REBAR ROCK HW12' BST18" RCP GR MTL ANTENNA POLE W/ LT TEL PWR H-POLEBST WOODS WOODS WOODS WOODS FALLOW WOODS SOUTH YADKIN RIVERSOUTH YADKIN RIVERYARD RESIDENTIAL EXISTING R/W EXISTING R/W60.00'EXISTING R/W EXISTING R/W60.00'BRIDGE #010003 ISAAC A. CALL KATHY M. CALL DEBRA A. KEEVER MICHAEL D. WARREN JEAN W. WARREN MICHAEL D. WARREN SR 1456 CHEATHAM FORD RD 20' PAVED ROADWAYTO NC HWY 90 1.26 MILES +/- HUCKLEBERRY RIDGE RD 0.50 MILES +/- TO SR 1473 6 ", PVC 25 PR, Copper 25 PR, Copper2 PR, Copper PB 7 PG 206 PER ABSTRACT AND EXISTING R/W SHOWN PWR PWR PWR DUKE GATE 36" MTL WATER VAULT ABANDONED020102005023 02020102800007-L- POC 20+02.03 -L- STA. 15+84.29 END BRIDGE -L- STA. 13+81.71 BEGIN BRIDGE -L- PC 17+25.93 -L- POT 10+00.00 10+0015+0020+00-L- STA 11+70.00 DF17112.2002807 BEGIN PROJECT -L- STA 18+00.00 DF17112.2002807 END PROJECT -L- STA 11+50.00 DF17112.2002807 BEGIN CONSTRUCTION ASPHALT DRIVE PROP. ASPHALT DRIVE PROP. (BY OWNER) RELOCATE GATE IS DAMAGED DURING CONSTRUCTION. ASPHALT DRIVEWAY INSIDE EASEMENTS THAT CONTRACTOR SHALL REPAIR ANY PORTION OF F F F F F F F F F F F F C C F F F F F F F F C F F F F F F TB 2GI TB 2GI 5 SY GEO 1 TONS, RIP RAP CLASS B RETAIN REMOVE 1 8 "15"7 SY GEO 2 TONS, RIP RAP CLASS B REMOVE 15" (STRUCTURES ITEM) CLASS II RIP RAP (TYP.) 33 TONS, 74 SY GEO CLASS B RIP RAP SEE DETAIL A TOE PROTECTION 198 TONS CLASS II RIP RAP BANK STABILIZATION 326 TONS CLASS II RIP RAP BANK STABILIZATION 15" RCP-IV FROM -L- STA. 12+50 TO STA. 13+80 LT Fill Slope2:1 or Flatter b= 3 Ft. d= 1 Ft. Type of Liner= Class B Rip-Rap b DETAIL A Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 01 02 03 04 TEMPORARY IMPACTS TO ELEV 864' (TYP.) TEMPORARY WORKPADS IMPACTS PERMANENT NAD 83/ 2011 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4DF17112.2002807 R/W SHEET NO.8/17/992/3/2021X:\NCDOT\EDB Alexander 010003\Hydraulics\PERMITS_Environmental\Alexander_03_Hyd_prm_wet_psh.dgnUser:kgrayBRIDGE # 010003 ALEXANDER COUNTY 11 12 13 14 15 16 17 18 19 2010 850 860 870 880 890 900 910 920 840 840 850 860 870 880 890 900 910 920 FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-?? BRIDGE/ROADWAY RELATIONSHIP SKETCH11'11'02024'-5" 4'-5"OUTOUT TO 33'-0"TYPE-III TYPE-III TYPE-III TYPE-III FDPS PROP. SBG PROP. 1'-1"ROADWAYCLEAR30'-10"1'-1" -L- STA 13+70.87 BEGIN APPROACH SLAB -L- STA 15+95.13 END APPROACH SLAB * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0'50'50' SHEET 3 OF 4 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN 1.5:11. 5: 1 ONE TIME. TEMP WORKPADS TO NO MORE THAN 50% AT LIMIT TOTAL STREAMFLOW BLOCKAGE FROM TEMPORARY WORKPADS TO ELEV 864' (TYP.) ESTIMATE 1 WEEK TO DRIVE PILES PER END BENT. AT EACH END BENT (PENDING FINAL DESIGN). ANTICIPATE 7 12X53 STEEL PILES DRIVEN ESTIMATE 8 WEEK DURATION. DECK AND TWO CONCRETE PIERS. REMOVE EXISTING CONCRETE BRIDGE EXCAVATOR MOUNTED JACKHAMMER TO TO BE REMOVED EXISTING BRIDGE REMNANTS OF PI = 12+65.00 EL = 890.50'(-)4 .7 3 6 8% (-)0.5000% VC = 180' K = 42 PI = 16+55.00 EL = 888.55' (-)0.5000%(+)5.5793% VC = 110' K = 18 DOWN TO STREAMBED EX. PIERS TO BE REMOVED ELEV. 895.00 -L- STA. 11+70.00 BEGIN GRADE -L- STA. 13+81.71 BEGIN BRIDGE -L- STA. 15+84.29 END BRIDGE ELEV. 896.64 -L- STA. 18+00.00 END GRADE ELEV. 888.80-L- STA 16+09.05LOW POINTDS = 30 MPH DS = 20 MPH 1.5:12:1 OR FLATTER1.5:1(POST-FAILURE) EX. GRADE AT -L- (PRE-FAILURE) EX. GRADE AT -L- W/ CLASS II RIP RAP (TYP.) 1.5:1 NORMAL SLOPE RESTORE BANK TO ELEV. 870' NWS=862' RESTORE BANK TO ELEV. 875' KEY-IN 3.5' (TYP.) CLASS II RIP RAP PROP. EXCAVATION (24" THICK, KEYED-IN) W/ CLASS II RIP RAP BANK STABILIZATION (24" THICK, KEYED-IN) W/ CLASS II RIP RAP BANK STABILIZATION ** F LATTER2: 1 OR Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station StructureStreamFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / TypeMap IDWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 14+43/15+41 LT&RT BANK STABILIZATION & ** 0.04 0.06 105 11 TEMP. WORK PADS TOTALS*: 0.04 0.06 105 11 *Rounded totals are sum of actual impactsRevised 2018 Feb SHEET 4OF 4 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSALEXANDERBRIDGE #010003DF17112.2002807NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS1/27/20211. <0.01 acres of Permanent SW impacts for bridge interior bents at -L- 14+53 & 15+23**Notes: 2. ALL IMPACTS SHOWN ARE FOR SOUTH YADKIN RIVER.