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Home My WebLink About20210145 Ver 1_R.141_Permit Drawings_20210503SR (1315)NEWTOWN RD SR(1008)WAXHAW INDIAN TRAIL RDSR (1388) WILL PLYLER RD SR (1339)LESTER DAVIS RDSR (1322)BYRUM RD12 MILE CREEKSR (2992)OPENGATE LNPROJECT BEGIN PROJECT END SR(1008)WAXHAW INDIAN TRAIL RD0 PROFILE (HORIZONTAL) 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 PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL)DEPARTMEN T O F TRA NSPORTATIONSTATE O F NORT H CAR O LI NA1020 20 2001020 4 2 0 4 8 PLANS PREPARED FOR THE NCDOT BY: VICINITY MAP N.T.S. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 40 P.E. 40 PROJECT LENGTH DHV D T V = = = = =MPH ADT =ADT DESIGN DATA SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETOUR NIKKI T. HONEYCUTT, PE PROJECT DESIGNER TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE CONTRACT:NORTH CAROLINA N/A N/A -L- TO HWY 75 (WAXHAW HWY) 2011 2025 7% 45 CLARK E. GROVES 2018 STANDARD SPECIFICATIONS Scale : 80 UNION COUNTY TOTAL LENGTH OF PROJECT WBS 17BP.10.R.141 = .123 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.141 = .005 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.141 = .118 MILES 13,000 6,500 MAJOR COLLECTOR FUNC. CLASSIFICATION:TO HWY 16 ( P ROVI DENCE RD) -L- STA. 18+56.29 BEGIN CULVERT -L- STA. 18+81.71 END CURLVERT -L- STA. 15+50.00 BEGIN PROJECT WBS 17BP.10.PE.141 -L- STA. 22+00.00 END PROJECT WBS 17BP.10.PE.141 SR 1315 (NEW TOWN ROAD) See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ROW & UTIL GRAPHIC SCALE 80'0'80' SURFACE WATER IMPACTS PERMIT ON SR 1315 (NEW TOWN RD) LOCATION: BRIDGE #329 EAST FORK OF TWELVE MILE CREEK SITE 1 of1 7 Permit Drawing Sheet Division Bridge Manager GARLAND HAYWOOD, PENCDOT CONTACT:SaucieSLr:\hydraulics\permits_enviornmental\drawings\prm sht\R.141_hyd_prm_psh01_tsh.dgn3/30/2021TWELVE MILE CREEKEAST FORK OF17BP.10.PE.141 17BP.10.PE.141 17BP.10.PE.141 PROJECT WBS: 17BP.10.PE.141SEPTEMBER 17, 2021 AUGUST 16, 2019 NA 2011NAD 83 IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) 15" CMP GR SOI L10' UTILITY EASEMENTN 09°26'27" WSOIL SOIL EXISTING R/W EXISTING R/W60.00'SOI LDB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET ALTWELVE MILE CREEKEAST FORK OFEAST FORK OF TWELVE MILE CREEKGV GVPWM 1 1 1 117+00-L- (NEW TOWN ROAD) SR 1315 20+0016+0018+0019+0021+00LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 0.02 17 SW IMPACTS PERMANENT 0.01 E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF - 0.02 - IN WETLANDS EXCAVATION IN WETLANDS PERMANENT FILL <0.01 PERMIT IMPACT 111 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/993/30/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\R.141_hyd_prm_psh02.dgnSaucieSLScale : 20 217BP.10.PE.141 of2 7 Permit Drawing Sheet GRAPHIC SCALE 0'40'40' SITE 1 TEMP. FLEXIBLE HOSE PUMP-AROUND PUMP IN SURFACE WATER - S4 TEMPORARY IMPACTS IN SURFACE WATER - S1 PERMANENT IMPACTS IN WETLAND - W1 EXCAVATION IN SURFACE WATER - S2 PERMANENT IMPACTS IN SURFACE WATER - S4 TEMPORARY IMPACTS IN WETLANDS - W2 PERMANENT FILL IN WETLANDS - W3 PERMANENT FILL IN WETLANDS - W2 PERMANENT FILL IN SURFACE WATER - S3 PERMANENT IMPACTS IN SURFACE WATER - S3 PERMANENT IMPACTS IN SURFACE WATER - S2 PERMANENT IMPACTS NAD 83 NA 2011F F F C C C C C C C C C C F F F F C F C F C F C F F F F C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) TEMPORARY PIPE, (TYP.) PUMP AROUND OPERATION TOE PROTECTION 15" CMP GR SOI L10' UTILITY EASEMENTN 09°26'27" WSOIL SOIL EXISTING R/W EXISTING R/W60.00'SOI LDB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET ALTWELVE MILE CREEKEAST FORK OFEAST FORK OF TWELVE MILE CREEK560565565565 56 5 565565565565565565 565565565570 570 570 5 7 05705 7 0 570570 570570575 5 7 5575575575575 57557557558058 0580580 5805805805805 8 0 5 8 5 585585590GV GVPWM 1 1 1 117+00-L- (NEW TOWN ROAD) SR 1315 20+0016+0018+0019+0021+00LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 0.02 17 SW IMPACTS PERMANENT 0.01 E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF - 0.02 - IN WETLANDS EXCAVATION IN WETLANDS PERMANENT FILL <0.01 PERMIT IMPACT 111 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/993/30/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\R.141_hyd_prm_psh03.dgnSaucieSLScale : 20 317BP.10.PE.141 of3 7 Permit Drawing Sheet GRAPHIC SCALE 0'40'40' SITE 1 IN WETLAND - W1 EXCAVATION IN SURFACE WATER - S2 PERMANENT IMPACTS IN SURFACE WATER - S1 PERMANENT IMPACTS IN WETLANDS - W2 PERMANENT FILL IN WETLANDS - W3 PERMANENT FILL IN SURFACE WATER - S4 TEMPORARY IMPACTS IN WETLANDS - W2 PERMANENT FILL IN SURFACE WATER - S3 PERMANENT IMPACTS IN SURFACE WATER - S3 PERMANENT IMPACTS IN SURFACE WATER - S4 TEMPORARY IMPACTS IN SURFACE WATER - S2 PERMANENT IMPACTS NAD 83 NA 2011F F C C C C C C C C C C F F F F C F C F C F C F F F F C SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/993/30/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\R.141_hyd_prm_psh04.dgnSaucieSLScale : 20 417BP.10.PE.141 22+0020+00 21+00 23+00 24+00 25+00 17+0015+00 16+00 18+00 19+00 20+00 562 566 570 574 578 582 586 590 594 598 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 554 558 562 566 570 574 578 582 586 590 594 554 558 562 566 570 574 578 562 566 570 574 578 582 586 590 594 598 7of4Sheet Permit Drawing EL = 584.48 STA. 22+00.00 END PROJECT WBS 17BP.10.R.141 EXISTING GROUND PROPOSED GRADE BL-3 (+)4.9785% EXIST (+)4.7025 % EL=567.0' PI=20+00.00 LT EL=571.4'PI=20+50.00 LTEL=576.0'PI=21+00.00 LTEL=580.1'PI=21+50.00 LTEL=583.74'PI=22+00.00 LT(+)8.80% (+)9.20% (+)8.20% (+)7.29% -L- STA 18+56.29 -L- STA 19+81.71 E X IS T (-) 5.6988 % EL = 585.09 STA. 15+50.00 BEGIN PROJECT WBS 17BP.10.R.141 TO BE REMOVED EXISTING STRUCTURE EXISTING GROUND PROPOSED GRADE B5797-2 BM-2 PI = 18+75.00 EL = 568.30'(-)5.1662% (+)4.9785% VC = 650' K = 64 DS = 40 MPH LOW POINT ELEV 576.54 STA 18+81.01 BEGIN CULVERT END CULVERT EL=582.94'PI=15+50.00 LTEL=579.90'PI=16+00.00 LTEL=576.30'PI=16+50.00 LTEL=571.90'PI=17+00.00 LTEL=569.10'PI=17+73.00 LTEL=566.00'PI=18+00.00 LTEL=563.50'PI=18+50.00 LTEL=563.30PI=18+58.00 LTEL=562.0'PI=18+86.00 LTEL=562.6'PI=19+00.00 LTEL=565.5' PI=19+50.00 LT EL=570.50'PI=17+50.00 LTPI=15+50.00 RTEL=584.15'PI=16+00.00 RTEL=580.9'PI=16+50.00 RTEL=578.1'PI=17+00.00 RTEL=575.2'PI=17+50.00 RTEL=572.0'PI=17+60.00 RTEL=571.7'PI=17+96.00 RTEL=569.5'PI=18+00.00 RTEL=569.3'PI=18+50.00 RTEL=562.5'EL=567.0' PI=20+00.00 LT 300 420 100 3000 25 565.5 566.2 576.5 563.1 05/03/2018 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = 500+(-)6.50%(-)6.07%(-)5.60% (- )7.20%(-)5.80% (-)8.80%(-)6.40%(-)2 .80% (-)3.00% (-)5.00 (-)11.48%(-)6.09% (-)13.60 %(-)5.00% (-)2.50% (+)4.29% (+)5.80% (+)3.00% CULVERT PROPOSED IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) TEMPORARY PIPE, (TYP.) PUMP AROUND OPERATION TOE PROTECTION SOIL SOIL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL DB 6280 PG 58 DONALD L. DAVIS, ET AL 15" CMP SOI LEAST FORK OF TWELVE MILE CREEKEAST FORK OF TWELVE MILE CREEKGR 1 1 1 (NEW TOWN ROAD) SR 1315 -L-19+00LEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN AREA (AC)LENGTH (FT) SW IMPACTS TEMPORARY 0.02 17 SW IMPACTS PERMANENT 0.01 E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF - 0.02 - IN WETLANDS EXCAVATION IN WETLANDS PERMANENT FILL <0.01 PERMIT IMPACT 111 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/993/30/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\R.141_hyd_prm_psh05.dgnSaucieSLScale : 20 SITE 1 GRAPHIC SCALE 0'20'20' of5 7 Permit Drawing Sheet 517BP.10.PE.141 WETLANDS - W1 EXCAVATION IN IN SURFACE WATER - S2 PERMANENT IMPACTS IN SURFACE WATER - S1 PERMANENT IMPACTS IN SURFACE WATER - S4 TEMPORARY IMPACTS IN WETLANDS - W3 PERMANENT FILL IN WETLANDS - W2 PERMANENT FILL IN SURFACE WATER - S3 PERMANENT IMPACTS IN WETLANDS - W2 PERMANENT FILL IN SURFACE WATER - S3 PERMANENT IMPACTS IN SURFACE WATER - S2 PERMANENT IMPACTS IN SURFACE WATER - S4 TEMPORARY IMPACTS NAD 83 NA 2011F F F C C C F C FFF C F F F C NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 PROPERTY OWNERS 3/30/2021 NCDOT DIVISION OF HIGHWAYS # SHEET 6 OF 7 of6 7 Permit Drawing Sheet UNION COUNTY DONALD L. DAVIS, ET AL WAXHAW, NC 28173 5806 NEW TOWN ROAD (NEW TOWN RD) ON SR 1315 TWELVE MILE CREEK EAST FORK OF BRIDGE 329 OVER PROJECT: 17BP.10.PE.141 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) S1 18+58.13 / 18+81.83 25'-5" X 10'-2" ALUMINUM BOX CULVERT 0.01 55 S2 18+66.82 / 18+71.36 Channel Excavation <0.01 45 S3 18+81.16 / 18+91.53 Bank Stabilization <0.01 11 W1 18+04.34 / 18+39.69 Excavation in Wetland <0.01 W2 18+97.55 / 19+20.59 Permanent Fill in Wetlands <0.01 W3 19+95.30 / 20+58.57 Permanent Fill in Wetlands 0.02 S4 18+58.13 / 18+81.83 25'-5" X 10'-2" ALUMINUM BOX CULVERT 0.02 17 TOTALS:0.02 <0.01 0.01 0.02 111 17 NOTES: 1 TEMPORARY IMPACTS LENGTH TOTAL = 73' (56' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS) 2 PERMANENT SURFACE WATER BANK STABILIZATION IMPACT TOTAL = 38' (27' TAKEN INTO ACCOUNT IN PERMANENT CHANNEL EXCAVATION IMPACTS) ATN Revised 3/31/05 CULVERT #329 OVER EAST FORK OF TWELVE MILE CREEK ON SR 1315 (NEW TOWN ROAD) NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS UNION COUNTY 3/30/2021 17BP.10.PE.141 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS SHEET 7 of 7