20201935 Ver 1_U-6251_Permit Drawings 04-05-21_20210406

DTV====== %%MPHADTADT % *DUAL INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION* TTST = FUNC CLASS = TIERDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDKBUNCOMBE COUNTY000PROFILE (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 DESIGNTYPE OF WORK:09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA00026-M AR-2021 12:20S:\DDC\Projects\Buncom be\U-6251 Enka Heritage\Hydraulics\PERM ITS_Environm ental\Draw ings\U-6251_Rdy_ddc_tsh_perm it draw ing.dgn$$$$USERNAM E$$$$CO N TRACT:TIP PRO JECT:ARTMENNASOHDEPTOFTRAS
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OFNRTCAROLINASee Sheet 1A For Index of SheetsNCDOT DIVISION 1355 Orange Street Asheville NC, 28801LOCATION: FCA[44]12243412122412241245124512381238144012491476143914331405147514341234145512343412122436431.451.46MooreCreekRa
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SouthernRailway74112112231974231974Sch.HighEnkaENKAActonHillSandVICINITY MAP5025501005025501001051020 -L- STA 11+82.73BEGIN TIP PROJECT U-6251 -L- STA 24+94.81END TIP PROJECT U-6251PROJECT LOCATIONU-625149281.1.1PEWILLIAM C CARVERMICHAEL G CLARK404U -6251
TO ASHEVILLETO CANDLER-
L-
E
NKA HE
RI
T
AGELENGTH OF ROADWAY TIP PROJECT U-6251 = 0.25 MILESTO NC 112ENKA HERITAGEAND STRUCTURESGRADING, DRAINAGE, PAVING, GUARDRAIL, -Y- US 19/23 49281.2.1ROW49281.3.1CONSTSHEET 1 OF 4PERMIT DRAWINGWETLAND AND SURFACE WATER IMPACTS PERMITSITE 1HOMINY CREEK SILT PONDNORFOLK SOUTHERN RAILROADINV=2049.38'TOP=2069.24'
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4U-625126-M AR-2021 12:16S:\DDC\Projects\Buncom be\U-6251 Enka Heritage\Hydraulics\PERM ITS_Environm ental\Drawings\U-6251_Rdy_ddc_psh_perm it drawing.dgn$$$$USERNAM E$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET 2 OF 4PERMIT DRAWINGSITE 110+0015+002
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46'
5'12'12'12'
5'12'12'12'5'58'5'12'12'12'5'R60'R50'12'5'10+00-L--Y--L- STA. 11+82.73BEGIN TIP PROJECT U-625146'-L- STA. 24+94.81END TIP PROJECT U-6251-L- POT Sta. 10+00.00-L- PC Sta. 10+69.12
-L- PT Sta. 20+00.79
-L- POT Sta. 25+25.37-Y-
P
OT
Sta. 10
+
0
0.0
0-Y- POT Sta. 12+01.37250'
TAPER
(LT.
& RT.
)
+00.00
-Y- POT Sta. 14+06.00PI Sta 16+80.11DL = 931.67'T = 610.99'R = 565'SE = .04DS = 45 MPH-L-0404030302020404
58'12'5'12'12'12'5'LANDFILL LIMITSLANDFILL LIMITSLANDFILL LIMITS02020303TO BE AQUIRED BY PERMANENT EASEMENTNOTE: ALL RIGHT OF WAY FOR PROJECT ISSEE SHEETS 5 AND 6 FOR PROFILES+56.48T
YP
3
3.
2
5'+59.46T
Y
P
30.25'
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3.2
5'+90.79C1C2GRRADIUS=561.79'RADIUS=559.29'N 01°34'58" E217.72'N 68°12'25" E150.67'N 56°27'20" E31.89'N 40°01'40" E32.83'N 28°01'16" E59.48'N 49°03'56" E42.17'N 34°48'12" W68.04'N 33°23'45" W73.00'N 53°32'48" W94.86'N 25°49'38" W255.83'N 55°59'49" W97.81'GRGR12" HDPE12" HDPEWELLMON60" RCP60" HDPEDIGRGRWELLMON12" CONCBENTCONC ENDWELLMON12" HDPE6" PVCSILT POND-EY-EXISTING RR R/W100.00'100.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WSSMHTOP=2058.41'SSMHTOP=2056.61'SSMHTOP=2093.30'SSMHTOP=2078.71'SSMHTOP=2088.25'BL-9BL-10BL-11BL-12WALLCONCNORFOLK SOUTHERN RAILROADTO ASHEVILLEUS 19/23TO CANDLERUS 19/2312" HDPEMTLMTLGR24" CONC C&G24" CONC C&G15" CMPINV=2086.60'INV=2082.30'INV=2072.81'INV=2039.71'SSSMHTOP=2065.47'INV=2056.76'15" CMP ONLY!DIRECTIONALSINV=2073.04'INV=2073.16'SSMHTOP=2077.60'GPS-3GRGRN 83°15'53" E15.28'N 83°18'10" E124.93'S 34°38'16" E133.89'N 88°25'22" E157.93'N 01°34'58" E291.86'N 67°45'39" E503.15'S 65°45'21" W229.29'S 65°42'38" W51.34'S 65°42'38" W357.64'S 57°20'53" E214.46'EIPS 65°43'06" W86.13'S 65°08'10" W165.66'S 63°43'06" W111.33'S 61°04'54" W142.70'S 65°43'06" W80.87'EIPBSTS 16°56'39" E25.84'S 16°56'39" E42.27'S 16°56'39" E16.18'N 64°19'12" E153.11'MONPROPN 64°24'15" E136.26'N 64°03'07" E94.40'N 64°15'36" E174.58'EIPN 79°02'29" W39.94'N 77°58'32" W87.95'N 64°19'51" E177.51'S 24°32'34" E70.68'SFERGUSONROGER T & PEGGY SDB 1550 PG 696PROPERTIES LLCJ CALDWELLDB 4156 PG 925PB 140 PG 187LOT BPB 140 PG 187LOT AN 81°03'21" E48.95'S 86°29'18" E100.00'EIP-EY1-1SFBUS80.17'N 31°19'55" W200.00'TOTAL RR R/W=100.00'ABANDONED RAIL LINEWOODSWOODSWOODSWOODS30192056.99S60" HDPE39" RCP32" RCP24" CMP24" CMPINV=2041.60INV=2041.84INV=2052.15INV=2040.79INV=2040.73INV=2052.29INV=2043.05'INV=2049.38'TOP=2069.24'FLETCHER PARTNERS INCDB 4590 PG 156FLETCHER PARTNERS INCDB 4590 PG 156FLETCHER PARTNERS INCDB 4590 PG 156ENKA YOUTH SPORTS ORGANIZATIONPB 168 PG 119THRASH LIMITED PARTNERSHIPDB 4337 PG 962ENKA PARTNERS OF ASHEVILLE, LLCPB 168 PG 117ENKA PARTNERS OF ASHEVILLE, LLCPB 168 PG 11750' RT+00.0050' RT+00.7950' RT+88.7250' LT+88.8450' LT+00.7950' LT+00.00EXISTING EASEMENT3EXISTING EASEMENT14231FCCCCCCCCCCCCFFFFFFFFFRIP RAPCLASS II RIP RAPCLASS II 1 @ 180" ARCH PIPE CULVERTRIP RAPCLASS B50' LT+10.0050' RT+45.0050' RT+85.0050' LT+05.00130' LT+25.00100' LT+85.0050' LT+25.00100' RT+15.00130' RT+95.00100' LT+20.00100' LT+00.0050' LT+30.00
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4U-625126-M AR-2021 12:13S:\DDC\Projects\Buncom be\U-6251 Enka Heritage\Hydraulics\PERM ITS_Environm ental\Drawings\U-6251_Rdy_ddc_psh_perm it drawing.dgn$$$$USERNAM E$$$$8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET 2 OF 4PERMIT DRAWINGSITE 110+0015+002
0
+
0
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2
5
+
0
0
46'
5'12'12'12'
5'12'12'12'5'58'5'12'12'12'5'R60'R50'12'5'10+00-L--Y--L- STA. 11+82.73BEGIN TIP PROJECT U-625146'-L- STA. 24+94.81END TIP PROJECT U-6251-L- POT Sta. 10+00.00-L- PC Sta. 10+69.12
-L- PT Sta. 20+00.79
-L- POT Sta. 25+25.37-Y-
P
OT
Sta. 10
+
0
0.0
0-Y- POT Sta. 12+01.37250'
TAPER
(LT.
& RT.
)
+00.00
-Y- POT Sta. 14+06.00PI Sta 16+80.11DL = 931.67'T = 610.99'R = 565'SE = .04DS = 45 MPH-L-0404030302020404
58'12'5'12'12'12'5'LANDFILL LIMITSLANDFILL LIMITSLANDFILL LIMITS02020303TO BE AQUIRED BY PERMANENT EASEMENTNOTE: ALL RIGHT OF WAY FOR PROJECT ISSEE SHEETS 5 AND 6 FOR PROFILES+56.48T
YP
3
3.
2
5'+59.46T
Y
P
30.25'
T
YP
3
3.2
5'+90.79C1C2GRRADIUS=561.79'RADIUS=559.29'N 01°34'58" E217.72'N 68°12'25" E150.67'N 56°27'20" E31.89'N 40°01'40" E32.83'N 28°01'16" E59.48'N 49°03'56" E42.17'N 34°48'12" W68.04'N 33°23'45" W73.00'N 53°32'48" W94.86'N 25°49'38" W255.83'N 55°59'49" W97.81'GRGR12" HDPE12" HDPEWELLMON60" RCP60" HDPEDIGRGRWELLMON12" CONCBENTCONC ENDWELLMON12" HDPE6" PVCSILT POND-EY-EXISTING RR R/W100.00'100.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WSSMHTOP=2058.41'SSMHTOP=2056.61'SSMHTOP=2093.30'SSMHTOP=2078.71'SSMHTOP=2088.25'BL-9BL-10BL-11BL-12WALLCONCNORFOLK SOUTHERN RAILROADTO ASHEVILLEUS 19/23TO CANDLERUS 19/2312" HDPEMTLMTLGR24" CONC C&G24" CONC C&G15" CMPINV=2086.60'INV=2082.30'INV=2072.81'INV=2039.71'SSSMHTOP=2065.47'INV=2056.76'15" CMP ONLY!DIRECTIONALSINV=2073.04'INV=2073.16'SSMHTOP=2077.60'GPS-3GRGRN 83°15'53" E15.28'N 83°18'10" E124.93'S 34°38'16" E133.89'N 88°25'22" E157.93'N 01°34'58" E291.86'N 67°45'39" E503.15'S 65°45'21" W229.29'S 65°42'38" W51.34'S 65°42'38" W357.64'S 57°20'53" E214.46'EIPS 65°43'06" W86.13'S 65°08'10" W165.66'S 63°43'06" W111.33'S 61°04'54" W142.70'S 65°43'06" W80.87'EIPBSTS 16°56'39" E25.84'S 16°56'39" E42.27'S 16°56'39" E16.18'N 64°19'12" E153.11'MONPROPN 64°24'15" E136.26'N 64°03'07" E94.40'N 64°15'36" E174.58'EIPN 79°02'29" W39.94'N 77°58'32" W87.95'N 64°19'51" E177.51'S 24°32'34" E70.68'SFERGUSONROGER T & PEGGY SDB 1550 PG 696PROPERTIES LLCJ CALDWELLDB 4156 PG 925PB 140 PG 187LOT BPB 140 PG 187LOT AN 81°03'21" E48.95'S 86°29'18" E100.00'EIP-EY1-1SFBUS80.17'N 31°19'55" W200.00'TOTAL RR R/W=100.00'ABANDONED RAIL LINEWOODSWOODSWOODSWOODS30192056.99S60" HDPE39" RCP32" RCP24" CMP24" CMPINV=2041.60INV=2041.84INV=2052.15INV=2040.79INV=2040.73INV=2052.29INV=2043.05'INV=2049.38'TOP=2069.24'FLETCHER PARTNERS INCDB 4590 PG 156FLETCHER PARTNERS INCDB 4590 PG 156FLETCHER PARTNERS INCDB 4590 PG 156ENKA YOUTH SPORTS ORGANIZATIONPB 168 PG 119THRASH LIMITED PARTNERSHIPDB 4337 PG 962ENKA PARTNERS OF ASHEVILLE, LLCPB 168 PG 117ENKA PARTNERS OF ASHEVILLE, LLCPB 168 PG 11750' RT+00.0050' RT+00.7950' RT+88.7250' LT+88.8450' LT+00.7950' LT+00.00EXISTING EASEMENT3EXISTING EASEMENT14231FCCCCCCCCCCCCFFFFFFFFFRIP RAPCLASS II RIP RAPCLASS II 1 @ 180" ARCH PIPE CULVERTRIP RAPCLASS B50' LT+10.0050' RT+45.0050' RT+85.0050' LT+05.00130' LT+25.00100' LT+85.0050' LT+25.00100' RT+15.00130' RT+95.00100' LT+20.00100' LT+00.0050' LT+30.0020402040
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5/14/99
SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 26-M AR-2021 12:25S:\DDC\Projects\Buncom be\U-6251 Enka Heritage\Hydraulics\PERM ITS_Environm ental\Drawings\U-6251_Rdy_ddc_pfl sheet_perm it drawing.dgn$$$$USERNAM E$$$$DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSITE 12,0302,0402,0502,0602,0702,0802,0802,0702,0602,0502,0402,0302,0902,090SHEET 3 OF 4PERMIT DRAWING050'100'150'50'100'150'CLLTRTSLOPE = 0.0 FT/FTCL INVERT = 2044.11'SKEW = 129.77CL ELEV. = 2082.131 @ 180" ARCH PIPE CULVERTCL STA. 19+27.42OO1.5:11.5:1
NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Buncombe County WBS - U-6251 Date 01/16/2012HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Stream Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream NotesNo. (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)1119+20 L Rip Rap Stabilization402 19+20 L 15' Aluminized Steel Pipe2503 19+20 L Impervious Dike290TOTAL SHEET 1:290.000 290.000 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS
(Version 2.08; Released April 2018)49281.1.1TIP No.:U-6251County(ies):BuncombePage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2020Existing: Year:Aquatic T&E Species?NoComments:No N/ANoN/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.New Construction8,000Project 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 BodyN/ABuffer Rules in Effect:N/ANoneTwo 12' Lanes with center turn lane with grassed shoulders on one side and curb and gutter on the other.Waterbody InformationNCDWR Stream Index No.:49281.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Class CThe Department of Transportation plans to construct a new roadway. The project (U-6251 Enka Heritage) will begin at Smokey Park Highway, utilizing the current bridge over the railroad, and terminate at its intersection of Walk Off Way. A proposed signal will be installed on Smokey Park Highway. As part of this construction a 15' diameter aluminum plated steel circular pipe that will be 250' long. The stream is located within the French Broad drainage basin and is not subject to riparian buffers. All proposed run off is dishcharged as far away from the stream and at the lowest velocities as practicable.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:55 Orange StreetAddress:General Project InformationU-6251WBS Element:New LocationWBS Element:NCDOT Contact:828-250-3009Contractor / Designer:[e-mail]:3/2/2021BuncombeAsheville NCMichael ClarkAsheville NCRiver Basin(s): City/Town:1.0Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoMountainous - Industrial UT to Hominy Creek 6-760.3NO1495 LFProject DescriptionProposed ProjectFrench BroadSupplemental Classification: Wetlands within Project Limits?