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Home My WebLink About20141124 Ver 1_Application_20141022DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS Little (24 27 73 24 27 73 Rd. END PROJECT BEGIN PROJECT S R (1730) Clodfelter R d. S R (1720) Valley Dr. S R (1 7 2 9 ) S t o n y H ill R d . M o u ntain Cree k Mo u ntain Creek SR (1726)Tom Rd. SR (1827) Scenic D r. Keystone Dr. SR (1805) S R ( 1 7 3 6 ) D u n l a p R d . Mountain Creek Sr (1730)Vickers Store Rd. 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 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) D E P A R T MEN T O F TRAN SPORTA T IO N S T A TE OF NORT H CAR O LI N A 1020 20 2001020 4 2 0 4 8 PLANS PREPARED FOR THE NCDOT BY: Scale : 40 VICINITY MAP N.T.S. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 40 P.E. 40 NCDOT CONTACT: PROJECT LENGTH DHV D T V = = = = =MPH ADT N/A N/A =ADT DESIGN DATA 6% SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY 4 2010 30 DETOUR Division Bridge Manager NIKKI T. HONEYCUTT, PE PROJECT DESIGNER 17BP.10.R.72 17BP.10.R.72 130 2025 240 P R O J E C T W B S : 17 B P . 10 . R . 7 2 LOCAL FUNC. CLASSIFICATION: -L- STA. 11+55.00 BEGIN PROJECT WBS 17BP.10.R.72 TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE m a b d e la z i z r : \ H y d r a u li c s \ P E R M IT S _ E n v i o r n m e n t a l\ D r a w i n g s \ 10 R 7 2 _ H y d _ P r m _ t s h . d g n 10 / 3 / 2 0 14 900 West Trade St., Ste. 715 Charlotte, NC 28202 NC License Number F-0991 C O N T R A C T : -L- STA. 14+95.00 END PROJECT WBS 17BP.10.R.72 OCTOBER 15, 2014 STANLY COUNTY LOCATION: BRIDGE #019 OVER BRANCH OF MT. CREEK ON SR 1729 (STONY HILL RD.) -L- -L- STA. 13+25.75 END CULVERT -L- STA. 12+98.25 BEGIN CULVERT SR 1729 (STONY HILL ROAD) GARLAND HAYWOOD, PE TOTAL LENGTH OF PROJECT WBS 17BP.10.R.72 = 0.064 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.72 = 0.005 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.72 = 0.059 MILES TO SR 1720 TO SR 1730 MAAMOON K. ABDELAZIZ R I G H T - O F - W A Y P L A N S MAY 13, 2014 17BP.10.R.72 R/W & UTILITIES NORTH CAROLINA STANLY COUNTY SITE LOCATION STREAM IMPACTS SITE 1 ofSheet Permit Drawing K E E R C N IA T N U O M F O H C NARB NAD 8 3 NS RS 2 0 0 7 4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. r :\ H y d r a u l i c s \ P E R M IT S _ E n v i o r n m e n t a l \ D r a w i n g s \ 10 R 7 2 _ H y d _ P r m _ p s h 0 4 .d g n 10 / 3 / 2 0 14 Scale : 20 12+50 390 395 400 405 410 415 420 13+00 13+50 NAD 8 3 NS RS 2 0 0 7 11+00 11+50 12+00 17BP.10.R.72 420 415 410 405 400 395 390 14+00 14+50 15+00 15+50 900 West Trade St., Ste. 715 Charlotte, NC 28202 NC License Number F-0991 16+00 16+50 ofSheet Permit Drawing GRAPHIC SCALE 0'40'40' LEGEND SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY S TS S TS SITE 1SITE 1 FIGURE SEE STREAM PERMIT IMPACT SW IMPACTS PERMANENT SW IMPACTS TEMPORARY AREA (AC)LENGTH (FT) 0.01 0.02 53 90 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS GR 50.00'EXISTING R/W EXISTING R/W 5 0 . 0 0 ' EXISTING R/W EXISTING R/W PEGGY L. KIRK MARVIN E. AND B 489 PG 646 DB 270 PG 648 DEBORAH M. WOOD BOBBY L. WOOD DB 364 PG 144 PEGGY L. KIRK MARVIN E. KIRK DB 187 PG 117 1 2 3 P T S t a . 12 + 15 .6 0 P C S t a . 13 + 5 1.9 6 PT Sta. 15+30.50 -L- SR 1729 STONY HILL ROAD P O C S t a . 1 1 + 2 0 . 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 15+00 16+00 S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS DS = 20 MPH DS = 20 MPH -L- STA 12+98.25 END CULVERT -L- STA 13+25.75 EXISTING GROUND BEGIN PROJECT WBS 17BP.10.R.72 EL = 409.89' -L- STA 11+55.00 EL = 413.14' -L- STA 14+95.00 END PROJECT WBS 17BP.10.R.72 PROPOSED GRADE PI = 12+25.00 EL = 405.87' (- )5.7 4 6 7%(+)0.5210% VC = 110' K = 18 PI = 14+10.00 EL = 406.83' (+)7.4222% VC = 120' K = 17 DOUBLE 12'X7' RCBC BL-2 BL-1 LOW POINT ELEV. 406.13' STA. 12+70.86 PI =12+00.00 RT El = 404.92 El = 400.35 PI =12+50.00 RT (-) 9. 14 % PI =13+50.00 LT El = 401.00 (+) 3.76% PI =14+00.00 LT El = 402.88 PI =14+50.00 LT El = 405.73 (+) 5.70% PI =12+90.00 RT El = 399.55 (-) 2.00% PI =13+40.00 LT El = 400.71 (+) 2.92% SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES IS UP TO 20 MPH LESS THAN OVERALL DESIGN NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES TO BE REMOVED EXIST BRIDGE BEGIN CULVERT PI =11+90.00 RT El = 405.83 (-) 9. 14 % 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 = 700 = 25 = 403.6 = 996 = 100 = 404.90 = 1,400 = 500 = 406.9 F F C F C C F C F C F F F C C F F DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 3 9 6 3 9 8 398400 4 0 0 4 0 0 4 0 0 400 4 0 2 4 0 2 402 402 402 402 402 402 4 0 4 404 4 0 4 404 4 0 6 406 408 4 0 8 408 410 410 4 1 0 4 1 0 4 1 0 412 4 1 2 412 414 414 416 416 416 418 418 418 4 1 8 420 4 2 0 4 2 0 422 4 2 6 GR 50.00'EXISTING R/W EXISTING R/W 5 0 . 0 0 ' EXISTING R/W EXISTING R/W PEGGY L. KIRK MARVIN E. AND B 489 PG 646 DB 270 PG 648 DEBORAH M. WOOD BOBBY L. WOOD DB 364 PG 144 PEGGY L. KIRK MARVIN E. KIRK DB 187 PG 117 1 2 3 P T S t a . 12 + 15 .6 0 P C S t a . 13 + 5 1.9 6 PT Sta. 15+30.50 -L- SR 1729 STONY HILL ROAD P O C S t a . 1 1 + 2 0 . 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 15+00 16+00 S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. r :\ H y d r a u l i c s \ P E R M IT S _ E n v i o r n m e n t a l \ D r a w i n g s \ 10 R 7 2 _ H y d _ P r m _ p s h 0 4 A .d g n 10 / 3 / 2 0 14 Scale : 20 12+50 390 395 400 405 410 415 420 13+00 13+50 NAD 8 3 NS RS 2 0 0 7 11+00 11+50 12+00 17BP.10.R.72 420 415 410 405 400 395 390 14+00 14+50 15+00 15+50 900 West Trade St., Ste. 715 Charlotte, NC 28202 NC License Number F-0991 16+00 16+50 ofSheet Permit Drawing GRAPHIC SCALE 0'40'40' LEGEND SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY S TS S TS STREAM PERMIT IMPACT SW IMPACTS PERMANENT SW IMPACTS TEMPORARY AREA (AC)LENGTH (FT) 0.01 0.02 53 90 SITE 1SITE 1 FIGURE SEE 4A DS = 20 MPH DS = 20 MPH -L- STA 12+98.25 END CULVERT -L- STA 13+25.75 EXISTING GROUND BEGIN PROJECT WBS 17BP.10.R.72 EL = 409.89' -L- STA 11+55.00 EL = 413.14' -L- STA 14+95.00 END PROJECT WBS 17BP.10.R.72 PROPOSED GRADE PI = 12+25.00 EL = 405.87' (- )5.7 4 6 7%(+)0.5210% VC = 110' K = 18 PI = 14+10.00 EL = 406.83' (+)7.4222% VC = 120' K = 17 DOUBLE 12'X7' RCBC BL-2 BL-1 LOW POINT ELEV. 406.13' STA. 12+70.86 PI =12+00.00 RT El = 404.92 El = 400.35 PI =12+50.00 RT (-) 9. 14 % PI =13+50.00 LT El = 401.00 (+) 3.76% PI =14+00.00 LT El = 402.88 PI =14+50.00 LT El = 405.73 (+) 5.70% PI =12+90.00 RT El = 399.55 (-) 2.00% PI =13+40.00 LT El = 400.71 (+) 2.92% SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES IS UP TO 20 MPH LESS THAN OVERALL DESIGN NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES TO BE REMOVED EXIST BRIDGE BEGIN CULVERT PI =11+90.00 RT El = 405.83 (-) 9. 14 % 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 = 700 = 25 = 403.6 = 996 = 100 = 404.90 = 1,400 = 500 = 406.9 F F C F C C F C F C F F F C C F F PEGGY L. KIRK MARVIN E. KIRK DB 187 PG 117 DEBORAH M. WOOD BOBBY L. WOOD DB 364 PG 144 PEGGY L. KIRK MARVIN E. AND B 489 PG 646 DB 270 PG 648 3 2 1 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S TS TS TS TS TS TS TS TS TS TS TS TS TSTS TS TSTS TS TS TS TS S S TS TS TS TS TS S S S S S S S S S S S S S S TS TS TS TS S S S S SCALE 1"=20' SITE 1 SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY LEGEND S TS S TS GRAPHIC SCALE 0'20'20' ofSheet Permit Drawing IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER PERMANENT IMPACTS 13 + 0 0 P C S t a . 13 + 5 1.9 6 IN SURFACE WATER PERMANENT IMPACTS IN SURFACE WATER PERMANENT IMPACTS IN SURFACE WATER PERMANENT IMPACTS DIVISION OF HIGHWAYS 10/3/2014SHEET 1 OF 1 # STANLY COUNTY NCDOT (STONY HILL ROAD) ON SR 1729 BRANCH OF MOUNTAIN CREEK BRIDGE 019 OVER MOUNTAIN CREEK OF BRANCH STREAM PERMIT IMPACT SW IMPACTS PERMANENT SW IMPACTS TEMPORARY AREA (AC)LENGTH (FT) 0.01 0.02 53 90 NAD 8 3 NS RS 2 0 0 7 IN SURFACE WATER TEMPORARY IMPACTS PROJECT: 17BP.10.R.72 F C C F F C F C NAMES AND ADDRESSES PROPERTY OWNERS PARCEL NO.NAMES ADDRESS DIVISION OF HIGHWAYS NCDOT 10/3/2014SHEET 1 OF 1 PROJECT: 17BP.10.R.74 2 3 # PEGGY L. KIRK MARVIN E. KIRK PEGGY L. KIRK MARVIN E. AND STANLY COUNTY 28981 STONY HILL ROAD ALBERMARLE, NC 28001 28981 STONY HILL ROAD ALBERMARLE, NC 28001 (STONY HILL ROAD) ON SR 1729 BRANCH OF MOUNTAIN CREEK BRIDGE 019 OVER SCALE 1"=20' 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) 1 -L- 12+98 to 13+26 Double 12'x7' BOX CULVERT 0.02 0.01 90 53 TOTALS:0.02 0.01 90 53 ATN Revised 3/31/05 SHEET STANLY COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 17BP.10.R.72 10/3/2014 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS