20211834 Ver 1_Sheek Street Permit Plans_20211220

LEONARD CRKUT TOWETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5PERMIT DRAWING66" CAAP& REPLACED WITH TO BE REMOVEDEXISTING 36" CMP Jeremy L. KeatonVICINITY MAP (NOT TO SCALE)POT Sta. 20+20.00END PROJECTBEGIN PROJECT-L- PC Sta. 10+00.00NC GRIDNAD 83 NA 2011AREAPROJECT-L-Liberty Lifestyle DriveHolmanSt.Carolina St.GreenwoodAve.LakecrestDr.Lakeview Dr.Cemetary StHallanderDr.ParkAve.SpringSt.Bingham St.Hunt St.SheekSt.HemlockSt.Norfolk Southern Corp.%158FMilling RdSR 1600Bethel Ch RdSR 1601Campbell RdSR 1400Spruce StMain St
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.SHEET1Prepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2018 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGNLOCATION: 09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA10-DEC-2021 09:22S:\DDC\2020-SheekStreetExtension\Environm ental\Perm it_Draw ings\49748_ddc_perm it_tsh.dgnjlkeaton AT DIV09-319214CONTRACT: ARTMENNASOHDEPTOFTRAS
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OFNRTCAROLINASee Sheet 1A For Index of SheetsTIP PROJECT: 49748
375 SILAS CREEK PKWY., WINSTON-SALEM 271275025501001005025501051020DAVIE COUNTYTYPE OF WORK: GRADING, PAVING, DRAINAGE49748DEAD ENDTO INDUSTRIAL BLVD
15+0020+0010+00BOULEVARD IN MOCKSVILLEEXTENSION OF ROAD OFF INDUSTRIALTOTAL ROADWAY LENGTH = 0.193 MILESN/AN/A
NC GRIDNAD 83 NA 201136" CMPCULTIVATED FIELD15" HDPE15" RCPCHHCEIPEIPEIPEXIST R/W PER PB 12 PG 138#221' PAVED
GRGRGREXIST R/W PER PB 12 PG 13860'#3PB 13 PG 467EXIST R/W PER(PB 13 PG 467)DRAINAGE EASEMENT(PB 13 PG 467)DRAINAGE EASEMENTDB 1158 PG 1036LIBERTY STORAGE SOLUTIONSDB 1184 PG 88LIBERTY STORAGE SOLUTIONSDB 1158 PG 1036LIBERTY STORAGE SOLUTIONSGRADEEXISTINGPIPE & HWPROPOSEDTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INFLOW2'PROFILE VIEW2'2'INLET AND OUTLETINSET BAFFLE FROMNOTE:SHEET 2 OF 5PERMIT DRAWINGNWS=760.0'GROUND LEFTNATURALGROUND RIGHTNATURALLEONARD CRKUT TO66" CAAP& REPLACED WITH TO BE REMOVEDEXISTING 36" CMP 10820830830101112131415161718192021790800810820750760770780111213141516171819202123'23'SEE SHEET 4 FOR DETAILSCRK 8'LTCRK CLCRK 8'RTW/ HEADWALLS66" CAAPCL INVERT=757.8'SLOPE =3.8%SKEW=90CL ELEV =771.4'1@50' X 66" CAAP W/HWCL STA -L- 11+85758.8'INV=756.9'INV=RIP RAPCLASS IIRIP RAPCLASS II750760770(INLET)W/ HEADWALLS66" PROPOSED PIPE760.0'NWS=BAFFLEBAFFLEBAFFLEBAFFLE DETAIL2'1'1'1'1.5'0.5'1.5:11.5:1INLET/OUTLET CHANNELDETAIL AGroundNaturalGroundNaturalGEOTEXTILECLASS IIbON BENCHCOIR FIBER MAT / RIP RAPEXCAVATIONCLASS II RIP RAPbwidth on outlet end)B=2' (Tapering to exist.b=VAR 0 to 3'( Not to Scale)BIN BEDCLASS II RIP RAPBAFFLEINLET/OUTLET BAFFLE DETAIL66" CORRUGATED ALUMINUM PIPENOT TO SCALEREVISIO NS INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 47948 R/W SHEET NO.8/17/9910-DEC-2021 09:22S:\DDC\2020-SheekStreetExtension\Environm ental\Perm it_Drawings\49748_ddc_perm it2_psh.dgnjlkeaton AT DIV09-319214
22'15
20
26'PT Sta. 11+63.97PC Sta. 13+00.62POT Sta. 20+20.00END PROJECTBEGIN PROJECT-L- PC Sta. 10+00.00+0026'+0022'774.13 PI = 12+21.80EL = 768.34'VC = 275'K = 24PI = 19+47.48EL = 833.66'(
+)9.0
0
19
%(-)4.4259%VC = 415'K = 31GRADEEXISTINGGRADEPROPOSEDEXISTING PAVEDELEV.=827.50'STA. 20+20.00DEPTH PAVEMENTEND PROP. FULL GRADEEXISTING(
+)9.0
0
%(-)2.61%(INLET)W/ HEADWALLS66" PROPOSED PIPESSSSSSSSSEE DETAIL ACLASS II RIP RAP SEE DETAIL ACLASS II RIP RAP SSUMMARY)(SEE SHEET 5 IMPACT SITE 1BIMPACT SUMMARY)(SEE SHEET 5 SITE 1ABED ELEVSET AT STREAM(TYP.)RIP RAPCLASS IITSSSSSS
NC GRIDNAD 83 NA 201136" CMPCULTIVATED FIELD15" HDPE15" RCPCHHCEIPEIPEIPEXIST R/W PER PB 12 PG 138#221' PAVED
GRGRGREXIST R/W PER PB 12 PG 13860'#3PB 13 PG 467EXIST R/W PER(PB 13 PG 467)DRAINAGE EASEMENT(PB 13 PG 467)DRAINAGE EASEMENTDB 1158 PG 1036LIBERTY STORAGE SOLUTIONSDB 1184 PG 88LIBERTY STORAGE SOLUTIONSDB 1158 PG 1036LIBERTY STORAGE SOLUTIONS60025755.90BL*362060026755.93BL*36201756.0756.060030756.2260031756.3260040756.4460042756.5660029756.6260032756.76757.0757.0757.0 60036757.1960045757.25EL*3620160035757.4960039757.6060041757.72EL*362060038757.75758.0759.0759.03722759.31760.0760.0760.0760.03709760.62EL*36203708760.97761.0761.0761.0761.060022761.2160023761.413707761.5860028761.6660027761.72BL*4005160033761.9560024761.97EL*4005762.0762.0762.0762.03706762.20BL*362060021762.633710762.66BL*400560037762.7060034762.71763.0763.0763.0763.0763.0763.0763.0763.0763.0763.03711763.413712763.48EL*40053721763.50EL*400560043763.893703763.99764.0764.0764.0764.0 764.0764.0764.0 764.0764.060044764.03EL*400513705764.11EL*40053713764.13BL*40053720764.323704764.523717764.753702764.843714764.86765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.0765.03719765.50BL*4005766.0766.0766.0766.0766.03701766.113718766.493715766.52767.0767.0767.0767.0767.0768.0768.0768.0768.0768.0768.0769.0769.0769.0769.0769.0769.0769.03700769.07BL*4005770.0770.0770.0770.0770.0770.0770.0770.0770.0770.0
770.0770.0770.03716770.20EL*400560020770.34BL*400560001770.85BL*3001 OC*300160002770.8760003770.87771.0771.0771.0771.0771.0771.0771.0771.0771.0771.0771.0771.0771.060013771.04EL*3001 OC*300160014771.10BL*3008 OC*300860012771.2160015771.2460004771.3660011771.49C3771.6160016771.7060005771.81772.0772.0772.0772.0772.0772.0772.060010772.1460017772.3360006772.5360009772.96773.0773.0773.0773.0 773.0773.0773.0773.060018773.0160007773.46EL*3001 OC*300160008773.98BL*3001 OC*3001774.0774.0774.0774.0 774.0774.0774.060019774.01EL*3008 OC*3008775.0775.0775.07 7 5 .0 775.0
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780.0780.0780.0781.0781.0781.0781.0
781.0782.0782.0782.0782.0782.0783.0783.0783.0
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2
9
.0
829.0829.0829.0829.0829.0829.0829.0830.0830.0830.0830.0SHEET 3 OF 5PERMIT DRAWINGGROUND LEFTNATURALGROUND RIGHTNATURALLEONARD CRKUT TO66" CAAP& REPLACED WITH TO BE REMOVEDEXISTING 36" CMP 108208308301011121314151617181920217908008108207507607707801112131415161718192021TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INSEE SHEET 4 FOR DETAILS760.0CRK 8'LTCRK CLCRK 8'RTW/ HEADWALLS66" CAAPCL INVERT=757.8'SLOPE =3.8%SKEW=90CL ELEV =771.4'1@50' X 66" CAAP W/HWCL STA -L- 11+85758.8'INV=756.9'INV=RIP RAPCLASS IIRIP RAPCLASS II750760770NWS=760.0'(INLET)W/ HEADWALLS66" PROPOSED PIPE760.0'NWS=1.5:11.5:1INLET/OUTLET CHANNELDETAIL AGroundNaturalGroundNaturalGEOTEXTILECLASS IIbON BENCHCOIR FIBER MAT / RIP RAPEXCAVATIONCLASS II RIP RAPbwidth on outlet end)B=2' (Tapering to exist.b=VAR 0 to 3'( Not to Scale)BIN BEDCLASS II RIP RAPGRADEEXISTINGPIPE & HWPROPOSEDFLOW2'PROFILE VIEW2'2'INLET AND OUTLETINSET BAFFLE FROMNOTE:23'23'BAFFLEBAFFLEBAFFLEBAFFLEINLET/OUTLET BAFFLE DETAIL66" CORRUGATED ALUMINUM PIPENOT TO SCALEBAFFLE DETAIL2'1'1'1'1.5'0.5'REVISIO NS INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 47948 R/W SHEET NO.8/17/9910-DEC-2021 09:22S:\DDC\2020-SheekStreetExtension\Environm ental\Perm it_Drawings\49748_ddc_perm it3_psh.dgnjlkeaton AT DIV09-319214
22'15
20
26'PT Sta. 11+63.97PC Sta. 13+00.62POT Sta. 20+20.00END PROJECTBEGIN PROJECT-L- PC Sta. 10+00.00+0026'+0022'774.13 PI = 12+21.80EL = 768.34'VC = 275'K = 24PI = 19+47.48EL = 833.66'(
+)9.0
0
19
%(-)4.4259%VC = 415'K = 31GRADEEXISTINGGRADEPROPOSEDEXISTING PAVEDELEV.=827.50'STA. 20+20.00DEPTH PAVEMENTEND PROP. FULL GRADEEXISTING(
+)9.0
0
%(-)2.61%(INLET)W/ HEADWALLS66" PROPOSED PIPESSSSSSSSSEE DETAIL ACLASS II RIP RAP SEE DETAIL ACLASS II RIP RAP SSUMMARY)(SEE SHEET 5 IMPACT SITE 1BIMPACT SUMMARY)(SEE SHEET 5 SITE 1ABED ELEVSET AT STREAM(TYP.)RIP RAPCLASS IITSSSSSS
SSSURFACE WATERDENOTES IMPACTS INLEONARD CRKUT TOEXIST R/W PER PB 12 PG 13860'EXIST R/W PER PB 12 PG 138GR36" CMP15" RCP21' PAVED(PB 13 PG 467)DRAINAGE EASEMENT(PB 13 PG 467)DRAINAGE EASEMENT66" CAAP& REPLACED WITH TO BE REMOVEDEXISTING 36" CMP PROPOSED22'SSHEET 4 OF 5PERMIT DRAWINGDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDREVISIO N S HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 10-DEC-2021 09:22S:\DDC\2020-SheekStreetExtension\Environm ental\Perm it_Drawings\49748_ddc_perm it4_psh.dgnjlkeaton AT DIV09-319214 8/17/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED49748SSSSSSTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSEE DETAIL ACLASS II RIP RAP SEE DETAIL ACLASS II RIP RAP 1.5:11.5:1INLET/OUTLET CHANNELDETAIL AGroundNaturalGroundNaturalGEOTEXTILECLASS IIbON BENCHCOIR FIBER MAT / RIP RAPEXCAVATIONCLASS II RIP RAPbwidth on outlet end)B=2' (Tapering to exist.b=VAR 0 to 3'( Not to Scale)BIN BEDCLASS II RIP RAPIMPACT SUMMARY)(SEE SHEET 5 SITE 1BIMPACT SUMMARY)(SEE SHEET 5 SITE 1ASSSSSSTS
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)1A 11+80/11+87 -L- RT RIPRAP IN CHANNEL< 0.01 12 1A 11+80/11+87 -L- RT DEWATERING < 0.01 6 1B 11+82/11+88 -L- LT 66" CAAP < 0.01 3 1B 11+71/11+87 -L- LT RIPRAP IN CHANNEL < 0.01 14 1B 11+71/11+98 -L- LT BANK STABILIZATION < 0.01 6 TOTALS*: 0.01 < 0.01 35 6 0*Rounded totals are sum of actual impactsNOTES:Perm SW Impacts (sq. ft.)Temp SW Impacts (sq. ft.) Site 1A 496 148 Site 1B 397 96 TOTAL 893 243 Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSDAVIE COUNTY49748 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/9/2021