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HomeMy WebLinkAbout20150365 Ver 1_Application_20150416Lower Rd. Rd. Rimmer Cabarus County Rowan County Mo u n t P leasan t Rd S R (1 0 0 6 ) Church RdOrganSR (1006) Kluttz Rd SR (2435) Rd Win dm illS R (24 2 9 ) Rim e r Rd Mill R d S h u p in g S R ( 2 5 6 7 ) C reek Jen n ie W o lf Carter Rd SiskSR (2434)END PROJECT BEGIN PROJECT 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: 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 See Sheet 1-B For Standard Symbology Sheet See Sheet 1-A For Index of Sheets 6% SIGNATURE: P.E. P.E. ENGINEER HYDRAULICS SIGNATURE: ENGINEER DESIGN ROADWAY 4 2011 40 DETOUR R I G H T - O F - W A Y P L A N S Division Bridge Manager NIKKI T. HONEYCUTT, PE PROJECT DESIGNER 17BP.10.R.65 17BP.10.R.65 2025 260 P R O J E C T W B S : 1 7 B P . 10 . R . 6 5 LOCAL FUNC. CLASSIFICATION: -L- STA. 11+20.00 BEGIN PROJECT WBS 17BP.10.R.65 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 \ P r m S H T \ 10 R 6 5 _ H y d _ P r m _ t s h . d g n 10 / 3 0 / 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 : TO THE LIMITS ESTABLISHED BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED -L- STA. 14+20.00 END PROJECT WBS 17BP.10.R.65 CABARRUS COUNTY ON SR 2434 (SISK CARTER RD.) -L- SR 2434 (SISK CARTER RD.) -L- STA. 12+60.84 BEGIN BRIDGE GARLAND HAYWOOD, PE -L- STA. 13+23.16 END BRIDGE SEPTEMBER 9, 2014 90 TOTAL LENGTH OF PROJECT WBS 17BP.10.R.65 = 0.057 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.65 = 0.012 MILES LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.65 = 0.045 MILES FEBRUARY 18, 2015 MAAMOON K. ABDELAZIZ LOCATION: BRIDGE #203 OVER JENNIE WOLF CREEK 17BP.10.R.65 NORTH CAROLINA TO SR 2429 TO SR 1006 J E N N I E W O LF C RE E K /R W & UTILITIES Scale : 80 STREAM IMPACTS SITE 1 FIGURE SEE SITE 1 ofSheet Permit Drawing N A D 8 3 N S R S 2 0 0 7 24" RCP 72" STEEL EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W J E N N IE WOLF C R E E K LINDA SUE KLUTTZ PEELER DB 1301 PG 275 LINDA SUE KLUTTZ PEELER DB 1301 PG 275 J E N NI E W O L F C R E E K 6 0 . 0 0 ' 6 0 .0 0 ' 1 1 P O T S t a . 10 + 0 0 . 0 0 P C S t a . 11+ 7 0 . 7 2 P OC S t a . 15 + 3 5 .0 0 15 + 0 0 14 + 0 0 13 + 0 0 12 + 0 0 11+ 0 0 -L- SR (243 SISK CARTER RD TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TSTS TS TS TS TSTS TS TS TS TS TS 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 \ P r m S H T \ 10 R 6 5 _ H y d _ P r m _ p s h 0 4 .d g n 10 / 3 0 / 2 0 14 12+50 675 680 685 690 695 700 705 13+00 13+50 N A D 8 3 N S R S 2 0 0 7 10+50 11+00 11+50 12+00 17BP.10.R.65 290 285 280 275 270 265 260 14+00 14+50 15+0010+00 15+50 900 West Trade St., Ste. 715 Charlotte, NC 28202 NC License Number F-0991 Scale : 40 LEGEND IMPACTS IN SURFACE WATER DENOTES TEMPORARY TSTS GRAPHIC SCALE 0'40'40' ofSheet Permit Drawing SITE 1 FIGURE SEE SITE 1 STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) 620.03SW IMPACTS TEMPORARY PI = 12+10.00 EL = 693.94' (-)5 .15 6 2% (-)0.7616% VC = 180' K = 41 DS = 30 MPH BEGIN PROJECT WBS 17BP.10.R.65 EL = 698.58' -L- STA 11+20.00 END PROJECT WBS 17BP.10.R.65 EL = 692.34' -L- STA 14+20.00 -L- STA 12+60.84 BEGIN BRIDGE -L- STA 13+23.16 END BRIDGE BL-3 (+) 4.09% P I = 13 + 0 8 .0 0 L T E l = 6 8 4 .3 8 P I = 13 + 6 2 .0 0 L T E l = 6 8 6 .5 9 SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES IS UP TO 20 MPH LESS THAN OVERALL DESIGN NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES SIDES) EXCAVATION (TOTAL BOTH UNCLASSIFIED STRUCTURE ESTIMATED 120 C.Y. 1.5 :11. 5 : 1 PROPOSED GRADE EXISTING GROUND 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 BRIDGE HYDRAULIC DATA = 1100 = 25 = 691.2 = 1500 = 100 = 691.49 = 2100 = 500 = 692.3 TO BE REMOVED EXIST BRIDGE F F F F F F C F F F F F F F 679680681 6 8 2 6 8 2 6 8 2 683 6 8 3 683 684 6 8 4 6 8 4 684 6 8 5 685 6 8 5 685 685 685 6 8 5 6 8 5 685 686 6 8 6 686 686 686 68 7 6 8 7 687 687 687 688 6 8 8 688 6 8 8 688 688 689 689 689 6 8 9 6 8 9 689 689 689 689 6 9 0 690 6 9 0 6 9 0 6 9 0 6 9 0 690 690 690 690 690 6 9 0 6 9 0 690 691 6 9 1 6 9 1 691 6 9 1 691 692 692 6 9 2 692 692 6 9 3 6 9 3 693 694 6 9 4 6 9 5 6 9 5 695 6 9 5 6 9 6 6 9 6 697 697 6 9 8 698 6 9 9 699 700 7 0 0 700 700 7 0 0 701 7 0 1 7 0 1 702 702 703 703 7 0 3 704 704 705 705 7 0 5 706 707 7 0 9 7 1 0 24" RCP 72" STEEL EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W J E N N IE WOLF C R E E K LINDA SUE KLUTTZ PEELER DB 1301 PG 275 LINDA SUE KLUTTZ PEELER DB 1301 PG 275 J E N NI E W O L F C R E E K 6 0 . 0 0 ' 6 0 .0 0 ' 1 1 P O T S t a . 10 + 0 0 . 0 0 P C S t a . 11+ 7 0 . 7 2 P OC S t a . 15 + 3 5 .0 0 15 + 0 0 14 + 0 0 13 + 0 0 12 + 0 0 11+ 0 0 -L- SR (2434) SISK CARTER RD TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TSTS TS TS TS TSTS 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 \ P r m S H T \ 10 R 6 5 _ H y d _ P r m _ p s h 0 4 A .d g n 10 / 3 0 / 2 0 14 12+50 675 680 685 690 695 700 705 13+00 13+50 N A D 8 3 N S R S 2 0 0 7 10+50 11+00 11+50 12+00 17BP.10.R.65 290 285 280 275 270 265 260 14+00 14+50 15+0010+00 15+50 900 West Trade St., Ste. 715 Charlotte, NC 28202 NC License Number F-0991 Scale : 40 LEGEND IMPACTS IN SURFACE WATER DENOTES TEMPORARY TSTS GRAPHIC SCALE 0'40'40' ofSheet Permit Drawing SITE 1 FIGURE SEE SITE 1 4A STREAM PERMIT IMPACT AREA (AC)LENGTH (FT) 620.03SW IMPACTS TEMPORARY PI = 12+10.00 EL = 693.94' (-)5 .15 6 2% (-)0.7616% VC = 180' K = 41 DS = 30 MPH BEGIN PROJECT WBS 17BP.10.R.65 EL = 698.58' -L- STA 11+20.00 END PROJECT WBS 17BP.10.R.65 EL = 692.34' -L- STA 14+20.00 -L- STA 12+60.84 BEGIN BRIDGE -L- STA 13+23.16 END BRIDGE BL-3 (+) 4.09% P I = 13 + 0 8 .0 0 L T E l = 6 8 4 .3 8 P I = 13 + 6 2 .0 0 L T E l = 6 8 6 .5 9 SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES IS UP TO 20 MPH LESS THAN OVERALL DESIGN NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVES SIDES) EXCAVATION (TOTAL BOTH UNCLASSIFIED STRUCTURE ESTIMATED 120 C.Y. 1.5 :11. 5 : 1 PROPOSED GRADE EXISTING GROUND 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 BRIDGE HYDRAULIC DATA = 1100 = 25 = 691.2 = 1500 = 100 = 691.49 = 2100 = 500 = 692.3 TO BE REMOVED EXIST BRIDGE F F F F F F C F F F F F F F SCALE 1"=20' SITE 1 GRAPHIC SCALE 0'20'20' ofSheet Permit Drawing IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IMPACTS IN SURFACE WATER DENOTES TEMPORARY LEGEND TSTS DIVISION OF HIGHWAYS 10/30/2014SHEET 1 OF 1 # NCDOT PROJECT: 17BP.10.R.65 CABARRUS COUNTY (SISK CARTER ROAD) ON SR 2434 JENNIE WOLF CREEK BRIDGE 203 OVER N A D 8 3 N S R S 2 0 0 7 STREAM PERMIT IMPACT SW IMPACTS TEMPORARY AREA (AC)LENGTH (FT) 0.03 62 LINDA SUE KLUTTZ PEELER DB 1301 PG 275 LINDA SUE KLUTTZ PEELER DB 1301 PG 275 J E N NI E W O L F C R E E K J E N N I E WO L F C R E E K 1 1 13 + 0 0 SR (2434) SISK CARTER RD -L- TS TS TSTS TS TS TS TS TS TS TS TS TS TS TS TS TSTSTS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TSTSTSTS TSTSTS TS TS TS TS TS TS TS TSTSTS TS TS TS TS F F F F C F C C C C C NAMES AND ADDRESSES PARCEL NO.NAMES ADDRESS 1 SCALE 1"=10' DIVISION OF HIGHWAYS 10/30/2014SHEET 1 OF 1 # NCDOT PROJECT: 17BP.10.R.65 PROPERTY OWNERS CABARRUS COUNTY ROCKWELL, NC 28138 7129 SISK CARTER ROADLINDA SUE KLUTTZ PEELER (SISK CARTER ROAD) ON SR 2434 JENNIE WOLF CREEK BRIDGE 203 OVER 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+61 to 13+23 60' Cored Slab Bridge 0.03 62 TOTALS:0.03 62 ATN Revised 3/31/05 SHEET CABARRUS COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 17BP.10.R.65 10/30/2014 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS