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Home My WebLink About20201934 Ver 1_C-4_Permit Drawings_2021021224" RCP 24" RCP 3 3 3 Tuckaseegee Rd(SR 1616)Mill CreekStirewalt RdMooresville Rd (SR 1626) Pagemont Rd Rankin Rd(SR 1619)CreekEmersonAfton RunTrinity Church Rd(SR 1623)C ITY L IM ITS KANNA PO L IS Boy Scount Camp Rd(SR 1624)ReservoirCoddle CreekCOUNTY CABARRUS COUNTY ROWAN PROJECT END PROJECT BEGIN 0 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. DETOUR NIKKI T. HONEYCUTT, PE PROJECT DESIGNER TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE CONTRACT:NORTH CAROLINA N/A N/A 2025 CLARK E. GROVES 2018 STANDARD SPECIFICATIONS 6% 50 See Sheet 1B For Standard Symbology Sheet See Sheet 1A For Index of Sheets -L- CABARRUS COUNTY SUB REGIONAL TIER LOCAL FUNC. CLASSIFICATION: Scale : 40 SR 1616 (TUCKASEEGEE RD) -L- STA 13+75.00 BEGIN PROJECT WBS 17BP.10.PE.4 -L- STA. 17+80.00 END PROJECT WBS 17BP.10.PE.4MI LL CREEKMI LL CREEKMOORESVILLE RD TO NC 3 SR 1369ENOCHVILLE RD AUGUST 5, 2020 NOVEMBER 8, 2019 -L- STA. 15+08.83 BEGIN CULVERT -L- STA. 15+48.97 END CULVERT 17BP.10.PE.4 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. LOCATION: CULVERT #15 OVER MILL CREEK ON SR 1616 (TUCKASEEGEE RD) 2017 3400 N/A 17BP.10.PE.4 17BP.10.PE.4 ROW & UTIL 80'0'80' SURFACE WATER IMPACTS PERMIT SITE 1 of1 10 Permit Drawing Sheet NCDOT CONTACT:GARLAND HAYWOOD, PE Division Bridge Manager SaucieSLr:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh01_tsh.dgn1/26/2021PROJECT WBS: 17BP.10.PE.4TOTAL LENGTH OF PROJECT WBS 17BP.10.PE.4 =.077 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.PE.4 =.007 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.10.PE.4 =.070 MILES NA 2 0 1 1NAD 8 3 IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) INV=712.08'48" WW48" WD 48" WD48" WW 6 SBW 48" WW 1 SBW MTL 48" MTL48" 6 SBW MILL CREEKMILL CREEK48" WW 1 SBW MTL 48" 24" RCP 15" RCP 8" CMP CLARENCE REID VANPELT JR. CLARENCE REID VANPELT JR. NINA GURLEY DB 6488 PG 014 DB 1149 PG 306 DB 399 PG 149 DB 6488 PG 014 DB 1149 PG 306 WOODS WOODS WOODS60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 22' BST 1 2 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+0018+00 TUCKASEEGEE RD (SR 1616) -L- STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh02.dgnSaucieSLScale : 20 217BP.10.PE.4 GRAPHIC SCALE 0'40'40' of2 10 Permit Drawing Sheet CONSTRUCTION WEST CULVERT 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) =S4SURFACE WATERS PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 C F F F F F F C F F F F F F F F F F C F F CC C C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.)700700700700700700700700700705 7 0 5 705 705 705 7057057057 0 5 7057057057057107 10 710710 710710710710710 710 710 7107 10715715715 715715715715 715720720720 725INV=712.08'48" WW48" WD 48" WD48" WW 6 SBW 48" WW 1 SBW MTL 48" MTL48" 6 SBW MILL CREEKMILL CREEK48" WW 1 SBW MTL 48" 24" RCP 15" RCP 8" CMP CLARENCE REID VANPELT JR. CLARENCE REID VANPELT JR. NINA GURLEY DB 6488 PG 014 DB 1149 PG 306 DB 399 PG 149 DB 6488 PG 014 DB 1149 PG 306 WOODS WOODS WOODS60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 22' BST 1 2 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+0018+00 TUCKASEEGEE RD (SR 1616) -L- STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh03.dgnSaucieSLScale : 20 317BP.10.PE.4 GRAPHIC SCALE 0'40'40' of3 10 Permit Drawing Sheet CONSTRUCTION WEST CULVERT 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) SURFACE WATERS =S4 PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 C F F F F F F C F F F F F F F F F F C F F CC C C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.)48" WW48" WD 48" WD48" WW 48" WW 1 SBW MTL48" 6 SBW MILL CREEKMILL CREEKMTL 48" 24" RCP 15" RCP 8" CMP WOODS CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 NINA GURLEY DB 399 PG 149 MTL 48" 2 1 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+00 TUCKASEEGEE RD (SR 1616) -L- STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh04.dgnSaucieSLGRAPHIC SCALE 0'25'25' 4Scale : 25 of4 10 Permit Drawing Sheet CONSTRUCTION WEST CULVERT 17BP.10.PE.4 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) SURFACE WATERS =S4 PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 F F F F F F F F F F F F C F CC C C C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) 36" TEMPORARY PIPE IMPERVIOUS DIKE, (TYP.) INV=712.08'48" WW48" WD 48" WD48" WW 6 SBW 48" WW 1 SBW MTL 48" MTL48" 6 SBW MILL CREEKMILL CREEK48" WW 1 SBW MTL 48" 24" RCP 15" RCP 8" CMP CLARENCE REID VANPELT JR. CLARENCE REID VANPELT JR. NINA GURLEY DB 6488 PG 014 DB 1149 PG 306 DB 399 PG 149 DB 6488 PG 014 DB 1149 PG 306 WOODS WOODS WOODS60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 22' BST 1 2 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+0018+00 TUCKASEEGEE RD (SR 1616) -L- STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh05.dgnSaucieSLScale : 20 517BP.10.PE.4 GRAPHIC SCALE 0'40'40' CONSTRUCTION EAST CULVERT of5 10 Permit Drawing Sheet 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) SURFACE WATERS =S4 PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 C F F F F F F C F F F F F F F F F F C F F CC C C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) 36" TEMPORARY PIPE IMPERVIOUS DIKE, (TYP.)700700700700700700700700700705 7 0 5 705 705 705 7057057057 0 5 7057057057057107 10 710710 710710710710710 710 710 7107 10715715715 715715715715 715720720720 725INV=712.08'48" WW48" WD 48" WD48" WW 6 SBW 48" WW 1 SBW MTL 48" MTL48" 6 SBW MILL CREEKMILL CREEK48" WW 1 SBW MTL 48" 24" RCP 15" RCP 8" CMP CLARENCE REID VANPELT JR. CLARENCE REID VANPELT JR. NINA GURLEY DB 6488 PG 014 DB 1149 PG 306 DB 399 PG 149 DB 6488 PG 014 DB 1149 PG 306 WOODS WOODS WOODS60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 22' BST 1 2 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+0018+00 TUCKASEEGEE RD (SR 1616) -L- STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh06.dgnSaucieSLScale : 20 617BP.10.PE.4 GRAPHIC SCALE 0'40'40' CONSTRUCTION EAST CULVERT of6 10 Permit Drawing Sheet 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) SURFACE WATERS =S4 PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 C F F F F F F C F F F F F F F F F F C F F CC C C IMPERVIOUS DIKE, (TYP.) IMPERVIOUS DIKE, (TYP.) 36" TEMPORARY PIPE IMPERVIOUS DIKE, (TYP.) STREAM PERMIT IMPACT SW IMPACTS PERMANENT LEGENDLEGEND TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES PERMANENT IMPACTS IN EXCAVATION 48" WW48" WD 48" WD48" WW 48" WW 1 SBW MTL48" 6 SBW MILL CREEKMILL CREEKMTL 48" 24" RCP 15" RCP 8" CMP WOODS CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 CLARENCE REID VANPELT JR. DB 6488 PG 014 DB 1149 PG 306 NINA GURLEY DB 399 PG 149 MTL 48" 2 1 1 1 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-315+0014+0016+0017+00 TUCKASEEGEE RD (SR 1616) -L- 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.8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh07.dgnSaucieSLGRAPHIC SCALE 0'25'25' 7Scale : 25 of7 10 Permit Drawing Sheet CONSTRUCTION EAST CULVERT 17BP.10.PE.4 123 LF IN SURFACE WATER =S3 TEMPORARY IMPACTS 100 LF IN SURFACE WATER =S2 PERMANENT IMPACTS 30 LF (BANK STABILIZATION) SURFACE WATERS =S1 PERMANENT IMPACTS IN 55 LF (EXCAVATION) SURFACE WATERS =S4 PERMANENT IMPACTS IN NAD 8 3 NA 2 0 1 1 F F F F F F F F F F F F C F CC C C C DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED8/17/991/26/2021r:\hydraulics\permits_enviornmental\drawings\prm sht\C-4_hyd_prm_psh08.dgnSaucieSLScale : 20 8 694 698 702 706 710 714 718 722 726 690 670 674 678 682 686 730 734 738 742 746 750 17BP.10.PE.4 14+00 17+0015+00 16+00 18+0013+00 694 698 702 706 710 714 718 722 726 690 670 674 678 682 686 730 734 NC License Number F-0991 Charlotte, NC 28202 900 West Trade St., Suite 715 STV Engineers, Inc. ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN R/W SHEET NO. PROJECT REFERENCE NO.SHEET NO. -L- of 108Sheet Permit Drawing EL. 713.02' -L- STA. 17+80.00 END PROJECT WBS 17BP.10.C.4 EL. 709.52' -L- STA. 13+75.00 BEGIN PROJECT WBS 17BP.10.C.4 EX IST . ( - )1 .0924% -L- STA 15+07.55 BEGIN CULVERT -L- STA 15+44.45 END CULVERT LOW POINT PROPOSED GRADE EXISTING GROUND PROPOSED 3-12'X8' RC BOX CULVERT EL = 708.09' STA 15+21.46 1200 1688 100 1900 25 706.4 707.9 708.5 698.5 11/7/2017 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 = = = = = = = = = = = 100+ EXIST. (+)4.3018% PI = 16+00.00 EL = 706.15' (-)1.4978%(+)3.8167% VC = 360' K = 68 DS = 40* GPS-101 BL-2 El.=703.05'El.=706.43'El.=707.44'El.=707.69'El.=700.03'El.=709.73'PI=16+00.00 LT(+)6.42% (+)6.76% (+)2.59% (+)2.27% (+)4.08%PI=17+50.00 LTPI=17+00.00 LTPI=16+89.00 LTPI=16+50.00 LTPI=15+53.00 LT REGIONAL TIER GUIDELINES THE PROJECT DESIGN SPEED PER SUB NOTE: DESIGN SPEED IS WITHIN 10 MPH OF EXISTING CULVERTS TO BE REMOVED NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 PROPERTY OWNERS 1/26/2021 NCDOT DIVISION OF HIGHWAYS # of9 10 Permit Drawing Sheet 2 CABARRUS COUNTY (TUCKASEEGEE ROAD) MILL CREEK ON SR 1616 CULVERT 15 OVER CLARENCE REID VANPELT JR. NINA GURLEY SHEET 9 OF 10 KANNAPOLIS, NC 28081 7171 TUCKASEEGEE ROAD CONCORD, NC 28027 4001 WINDY ROAD PROJECT: 17BP.10.PE.4 HandExisting 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 15+06.03 / 15+45.97 LT/RT 3 @ 12' X 8' RC BOX CULVERT0.06 0.03 100 161 15+51.15 / 15+80.00 RT BANK STABILIZATION<0.01301 15+13.68 / 15+38.02 RT EXCAVATION OF SEDIMENT<0.01 7TOTALS:0.06 0.03 137 16NOTES:1 TEMPORARY IMPACTS LENGTH TOTAL = 123' (107' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS)2 PERMANENT SURFACE WATER EXCAVATION IMPACT TOTAL = 55' (48' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS)ATN Revised 3/31/05 WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSSHEET 10 of 10 CULVERT #015 OVER MILL CREEKON (TUCKASEEGEE ROAD)NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSCABARRUS COUNTY1/26/2021PE.4