20210593 Ver 1_BR-0032 Final Permit Drawings_20211012

(Version 2.08; Released April 2018)67032.1.1TIP No.:BR-0032County(ies):MadisonPage 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:No NoNoWetlands within Project Limits?g(ORW) gWaters Supplemental Classification: Trout Waters (Tr) Rural Area with Wooded, Agricultural, and Residential Land UsesSpring Creek6-118-(1)0.40.13Project DescriptionProposed ProjectFrench BroadRiver Basin(s): City/Town:0.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27610Address:11/4/2019MadisonSpring CreekDavid Stutts, P.E.1000 Birch Ridge DriveWBS Element:Bridge ReplacementWBS Element:Jason Patskoski, P.E., PhDNCDOT Contact:(919) 707-6442100 East Six Forks Road, Suite 300Raleigh, NC 27609Contractor / Designer:[phone]Summit Design and Engineering ServicesNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Structures Management UnitAddress:General Project InformationBR-003267032.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State Project involves the replacement of NCDOT Bridge 560084 over Meadow Fork Creek on NC 209 in Madison County. The existing structure is a 41 feet long, 1 span (1@41') steel deck with I beams. The proposed structure will be a single span (1@70') 24" cored slab with vertical abutments (2.5' caps and retaining wall utilized) with an out to out deck width of 33 feet.The existing bridge has deck drains. The proposed bridge collects bridge runoff with one TB 2GI without deck drains and outlets on the left shoulder prior to where the bridge begins. Rip-rap pads will be utilized at each outlet to dissapate flow and minimize erosion. Rip-rap will be placed from the outlet to the embankment to the top of bank to avoid stream impacts. The proposed bridge maintains the existing level of service with a single span bridge. Existing vertical abutments are being retained below excavation to minimize stream impacts. Retaining walls were utilized to minimize impacts from fill slopes.N/ABuffer Rules in Effect:Spring CreekNone3302 lane road with 10' travel lanes and 3' paved shoulders. The total bridge length is 70' with an out to out width of 33'.Waterbody 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): Class CNCDWR Surface Water Classification for Water Bodyac.2 lane road with 9' travel lane. The total bridge length is 41' and width is 19'-5". [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NoDeck 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 PROJECTS67032.1.1TIP No.:BR-0032County(ies):Madison 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?NoImpairments:NoneOther Stream Classification: gWaters Meadow ForkNRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: 6-118-19Trout Waters (Tr) g(ORW) Meadow ForkNCDWR Stream Index No.:Additional Waterbody InformationBuffer Rules in Effect:N/AWBS Element:Surface Water Body (2):
84209209209209Meadow Fork Spring Creek1175841175209(209(209(209(1171Meadow Fork Spring Creek84209209209 209Meadow Fork Spring Creek1175841175209(209(209(209(1171Meadow Fork Spring CreekRoaring Fork RoadHopis Branch RoadPanther BranchBig Pine Rd PuncheonRdDoe Branch RdRoadMeadow Fork Church RdWills RdRobin LnFairview LoopE Lawson Rd River RdBerry Wills RdReservoir RdRdCreekGrassy RoadMeadow Fork Shutin RdUpper Rocky Creek RdBridge St.Upper Shutting Rd.70257025RdRectorBranch 209RoadMeadow Fork GorenfloGapRd.CampPineBig Rd STATE LINE TENNESSEESTATE LINE 209209WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 6PERMIT DRAWING T====MPHADTADT% * FUNC CLASS =DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.2018 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGNLOCATION: TYPE OF WORK:09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA00004-NOV-2019 14:08N:\Infrastructure Jobs\2018 Projects\18-0143.100 BR-0032_Div13_Madison Co\Design\Hydraulics\PERM ITS_Environm ental\Draw ings\Stream s and Wetlands\BR-0032_Hyd_tsh.dgn$$$$USERNAM E$$$$CONTRACT:TIP PROJECT:ARTMENNASOHDEPTOFTRAS
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BR-0032MADISON COUNTY OVER MEADOW FORK CREEKPROJECT LENGTHPROJECT MANAGERNCDOT CONTACT:www.summit-engineer.comFax: [phone] Voice: [phone] Hillsborough, NC 27278-8551 504 Meadowland DriveBRANDON W. JOHNSON, PEJAMES A. SPEER, PE2020204025* TTST =1%DUAL 12%RURAL COLLECTOR13SUB REGIONAL TIER5025501001002050255010510VICINITY MAP4See Sheet 1C-1 For Survey Control SheetSee Sheet 1B For Conventional SymbolsSee Sheet 1A For Index of SheetsSITEPROJECT BEGIN PROJECT-L- STA. 16+75.00END PROJECT-L- STA. 13+23.70BEGIN BRIDGE-L- STA. 13+96.30END BRIDGELENGTH STRUCTURES PROJECT = 0.014 MILESLENGTH ROADWAY PROJECT = 0.119 MILESTOTAL LENGTH PROJECT = 0.133 MILESRoaring Fork RoadHopis Branch RoadPanther BranchBig Pine Rd PuncheonRdDoe Branch RdRoadMeadow Fork Church RdWills RdRobin LnFairview LoopE Lawson Rd River RdBerry Wills RdReservoir RdRdCreekGrassy RoadMeadow Fork Shutin RdUpper Rocky Creek RdBridge St.Upper Shutting Rd.70257025RdRectorBranch 209RoadMeadow Fork GorenfloGapRd.CampPineBig Rd TENNESSEESTATE LINE DAVID STUTTS, PETENNESSEESTATE LINE MAY 19, 2020 67032.2.1PESPRING CREEKF
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Y-THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.BRIDGE NO. 84 ON NC 209 GRADING, DRAINAGE, PAVING, RETAINING WALLS AND STRUCTURE.-L- STA. 9+75.0067032.1.1ROW & UTILITIESCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.AUGUST 27, 2019*DESIGN SPEED EXCEPTION REQUIRED.BD1
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NAD 83 NA 2011117011711175117511761177 117411731172 118311531154119911511183117513041169117811831209118711891183117011711175117511761177117411731172 118311531154119911511183117513041169117811831209118711891183
SEE DETAIL 4-1TOE PROTECTIONSEE DETAIL 4-1TOE PROTECTION 13+21.9 -L- LT 13+02.0 TOSBG FROM STASEE DETAIL 4-3RIP RAP AT EMBANKMENT 7 SY GEOTEXTILE2 TONCL B RIP RAPSEE DETAIL 4-3 EMBANKMENTRIP RAP ATTO 1854.9’EXCAVATE TO SHOULDERBEHIND RET. WALLCL II RIP-RAPSEE DETAIL 4-2STABILIZATIONCHANNEL 5 SY GEOTEXTILE1 TON CL B RIP RAPFlatter (TYP)2:1 orGROUNDNATURALSLOPEFILLGEOTEXTILE1’GEOTEXTILEPipe OutletGround at Natural TOP OF BANKGeotextileElevationNatural Bed1Existing Scour Hole STEEL DECK TO BE REMOVEDEXISTING 1@41 I BEAMS WITH 1854.9 FT WINGWALLS TO BE RETAINED TO ELEVATIONEXISTING CONCRETE HEADWALL ANDEXCAVATE TO 1854.9’ EST. 179 CYEXCAVATE TO 1854.9’ EST. 124 CY2.5’ CAP2.5’ CAPPROP RETAINING WALLKEYED IN 2.0’ (TYP.)EXIST. ABUTMENT AND PROP WALLCL II RIP-RAP BETWEEN WALLPROP. RETAINING SURVEY DATE 10/10/2018WSEL AND NWSEL = 1845.5 FTPROPOSED 18" RCP-IVWATER IMPACTSTEMP SURFACE SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEERR/W SHEET NO.8/17/9904-NOV-2019 14:08N:\Infrastructure Jobs\2018 Projects\18-0143.100 BR-0032_Div13_M adison Co\Design\Hydraulics\PERM ITS_Environmental\Drawings\Streams and W etlands\BR-0032_prm_SW 2.dgn$$$$USERNAME$$$$ REVISIO NS
[phone] (FAX)[phone]Hillsborough, NC 27278504 Meadowlands DriveNC FIRM LICENSE No: P-0339Office of:Prepared in the INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDEL 1,863.10’-L- STA 13+05.61, 30.61’ RT-BL- STA 35+73.69, 21.94’ RTBM #1: 151515 1015
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ALVIN KIRKPATRICKNANNIE LOU CALDWELL COGDILLTOM SCHARSCHMIDTDENNIS L. RICEGR19’ BSTNC 209BLUFFSTRUCTURE 040118" RCP HYDRAULIC DATADESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGECFSYRSYRSBASE FREQUENCYOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFTDESIGN HW ELEVATIONBASE HW ELEVATION= 6.6= 50= 1868.3= 1868.4= 100= 7.2= 17OVERTOPPING ELEVATION= 1870.7FT= 4.9DRAINAGE AREAAC.= 500+101112131415161,8301,8401,8501,8601,8701,880179PI = 10+50.00EL = 1,874.30’(-)1.6441%(-)3.5890%VC = 100’K = 51PI = 12+50.00EL = 1,867.12’(-)3.5890%(+)0.3000%VC = 120’K = 31PI = 14+70.00EL = 1,867.78’(+)0.3000%(+)4.7769%VC = 120’K = 27PI = 16+00.00EL = 1,873.99’(+)4.7769%(+)0.7467%VC = 120’K = 30DS = 40mphDS = 25mphDS = 25mphDS = 30mphBEGIN GRADEELEV =1,875.12’-L- STA. 10+00.00END GRADEELEV = 1,874.55’-L- STA. 16+75.001,8301,8401,8501,8601,8701,8801,8901,9001,8901,900END BRIDGEBEGIN BRIDGEBEGIN PROJECTOVERLAY W/ 1"-L- STA. 9+75.00-L- STA. 13+23.70 -L- STA. 13+96.30LC0SKEW = 120GP ELEV. = 1876.45’SINGLE SPAN-24" CORED SLABSTA. 13+60.00 -L-15
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209020902100 2120SEE DETAIL 4-1TOE PROTECTIONSEE DETAIL 4-1TOE PROTECTION 13+21.9 -L- LT 13+02.0 TOSBG FROM STASEE DETAIL 4-3RIP RAP AT EMBANKMENT 7 SY GEOTEXTILE2 TONCL B RIP RAPSEE DETAIL 4-3 EMBANKMENTRIP RAP ATTO 1854.9’EXCAVATE TO SHOULDERBEHIND RET. WALLCL II RIP-RAPSEE DETAIL 4-2STABILIZATIONCHANNEL 5 SY GEOTEXTILE1 TON CL B RIP RAP1’GEOTEXTILEPipe OutletGround at Natural TOP OF BANKFlatter (TYP)2:1 orGROUNDNATURALSLOPEFILLGEOTEXTILEGeotextileElevationNatural Bed1Existing Scour Hole STEEL DECK TO BE REMOVEDEXISTING 1@41 I BEAMS WITH 1854.9 FT WINGWALLS TO BE RETAINED TO ELEVATIONEXISTING CONCRETE HEADWALL ANDEXCAVATE TO 1854.9’ EST. 179 CYEXCAVATE TO 1854.9’ EST. 124 CY2.5’ CAP2.5’ CAPPROP RETAINING WALLKEYED IN 2.0’ (TYP.)EXIST. ABUTMENT AND PROP WALLCL II RIP-RAP BETWEEN WALLPROP. RETAINING SURVEY DATE 10/10/2018WSEL AND NWSEL = 1845.5 FTPROPOSED 18" RCP-IVWATER IMPACTSTEMP SURFACE SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEERR/W SHEET NO.8/17/9904-NOV-2019 14:08N:\Infrastructure Jobs\2018 Projects\18-0143.100 BR-0032_Div13_M adison Co\Design\Hydraulics\PERM ITS_Environmental\Drawings\Streams and W etlands\BR-0032_prm_SW 3.dgn$$$$USERNAME$$$$ REVISIO NS
[phone] (FAX)[phone]Hillsborough, NC 27278504 Meadowlands DriveNC FIRM LICENSE No: P-0339Office of:Prepared in the INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDEL 1,863.10’-L- STA 13+05.61, 30.61’ RT-BL- STA 35+73.69, 21.94’ RTBM #1: PLANSREDLINE DRAINAGE 151515 1015
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ALVIN KIRKPATRICKNANNIE LOU CALDWELL COGDILLTOM SCHARSCHMIDTDENNIS L. RICELTGR19’ BSTNC 209BLUFFSTRUCTURE 040118" RCP HYDRAULIC DATADESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGECFSYRSYRSBASE FREQUENCYOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFTDESIGN HW ELEVATIONBASE HW ELEVATION= 6.6= 50= 1868.3= 1868.4= 100= 7.2= 17OVERTOPPING ELEVATION= 1870.7FT= 4.9DRAINAGE AREAAC.= 500+101112131415161,8301,8401,8501,8601,8701,880179PI = 10+50.00EL = 1,874.30’(-)1.6441%(-)3.5890%VC = 100’K = 51PI = 12+50.00EL = 1,867.12’(-)3.5890%(+)0.3000%VC = 120’K = 31PI = 14+70.00EL = 1,867.78’(+)0.3000%(+)4.7769%VC = 120’K = 27PI = 16+00.00EL = 1,873.99’(+)4.7769%(+)0.7467%VC = 120’K = 30DS = 40mphDS = 25mphDS = 25mphDS = 30mphBEGIN GRADEELEV =1,875.12’-L- STA. 10+00.00END GRADEELEV = 1,874.55’-L- STA. 16+75.001,8301,8401,8501,8601,8701,8801,8901,9001,8901,900END BRIDGEBEGIN BRIDGEBEGIN PROJECTOVERLAY W/ 1"-L- STA. 9+75.00-L- STA. 13+23.70 -L- STA. 13+96.30LC0SKEW = 120GP ELEV. = 1876.45’SINGLE SPAN-24" CORED SLABSTA. 13+60.00 -L-15
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-SHEET 3 OF 6PERMIT DRAWING3BR-0032BRIDGE 32ENLARGEMENT OFSEE SHEET 5 FORFROM STA. 12+94 TO STA. 13+04 -L- LTFROM STA. 11+45 TO STA. 11+66 -L- LT Geotextile= 64 syType of Liner= 29 TONS, CL II Rip-Rap( Not to Scale)RIP RAP AT EMBANKMENTDETAIL 4-3(Variable)Channel Bed( Not to Scale)TOE PROTECTIONdFLATTER2:1 ORFROM STA. 16+35 TO STA. 16+75 -L- RTFROM STA. 10+00 TO STA. 11+06 -L- RTDETAIL 4-146 SY GEOTEXTILEType of Liner= 14 TON CL B Rip-Rapd= 0.7 Ft.TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SCALE: 1" = 100’0’50’100’150’50’CHANNEL STABILIZATIONDETAIL 4-2( Not to Scale)CHANNEL STABILIZATIONSTA. 13+25 -L- LTGroundNaturalGroundNaturalDETAIL 4-2Length= 28 Ft. Type of Liner= CL II Rip-Rap - Keyed-In 1’BRIDGE 84 HYDRAULIC DATA= 1867.7= 500+DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGECFSYRSYRSBASE FREQUENCYOVERTOPPING ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFTFTDESIGN HW ELEVATIONBASE HW ELEVATIONDATE OF SURVEYAT DATE OF SURVEYFT= 4500= 50= 1861.2= 5400= 100= 1862.7= 10/10/18= 1845.5= 9100W.S. ELEVATIONNC GRID
NAD 83 NA 2011
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W/ELBOWS2GI2GI15"TB 2GI-DOO 18" RCP-IV -L--Y-BRIDGE 32ENLARGEMENT OFSEE SHEET 5 FORSHEET 5 OF 6PERMIT DRAWINGSCALE: 1"= 100’0’25’25’DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEERR/W SHEET NO.[phone] (FAX)[phone]Hillsborough, NC 27278504 Meadowlands DriveNC FIRM LICENSE No: P-0339Office of:Prepared in the BR-00325TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY
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 9+75 to 16+75 -L- LT & RT Bridge<0.01** 56TOTALS*:<0.01** 56*Rounded totals are sum of actual impactsNOTES: There are no wetland impactsRevised 2018 Feb SHEET 6OF667032.1.111/4/2019MADISON COUNTYNC DEPARTMENT OF TRANSPORTATIONBR-0032**Bridge 82 Proposed Bridge, Temp SW impacts = 325.6 sf WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS