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Home My WebLink About20171067 Ver 1_Permit Drawings_201708281534 1509 1509 1533 1533 1535 1620 Bo s t R d. S h u e R d . H a l l m a r k Coope r Rd . Cooper Rd . R d. W e a v er Rd. Weaver R d . Cooper R d. Miller Chapel Rd. Patterson R d. PattersonRd. R d . M i l l e r R d . M i l l e r R d . S l o a n s C r e e k L i t t l e Creek L i t t l e Creek W h e e l W a y Wagon Cir. Mooresville Rd. Mooresville Rd . 150 150 15" R C P PLANTER P L A N T E R - E L- LI T T L E CREEK L I T T L E C R E E K 1534 1509 1509 1533 1533 1535 1620 Bo s t R d. S h u e R d . H a l l m a r k Coope r Rd . Cooper Rd . R d. W e a v er Rd. Weaver R d . Cooper R d. Miller Chapel Rd. Patterson R d. PattersonRd. R d . M i l l e r R d . M i l l e r R d . S l o a n s C r e e k L i t t l e Creek L i t t l e Creek W h e e l W a y Wagon Cir. Mooresville Rd. Mooresville Rd . 150 150 TOTAL LENGTH OF PROJECT 17BP.9.R.62 = 0.049 MI 4 -L- STA. 15+60.00 END PROJECT -L- STA. 13+00.00 BEGIN PROJECT -L- OFF-SITE DETOUR ROUTE = VICINITY MAP See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional symbols ROWAN COUNTY DHV T V = = = = % MPH ADT % * FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) 17BP.9.R.62 PE N/A PROJECT LENGTH 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 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 17BP.9.R.62DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : 1 7 B P . 9 . R . 6 2 A R T MEN N A S O H D E P T O F TRA S PORT T I O N T A TEOFN RT C AR O LI N A C 2 0 3 6 8 5 BEN CRAWFORD, PE MATTHEW COPPLE, PE BRIDGE NO. 790260 OVER LITTLE CREEK ON SR 1535 (WEAVER ROAD) GRADING, DRAINAGE, PAVING, & STRUCTURE SR (1535) WEAVER RD. T O P A T T E R S O N S T. TO MILLER RD. 201020 201020 40201020 2015 500 * TTST =3 DUAL 3 LOCAL SUBREGIONAL TIER 45 11 LOCATION PROJECT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES ROWAN NO. 790260 -L- STA. 14+15.98 BEGIN CULVERT -L- STA. 14+36.69 END CULVERT NCDOT CONTACT 1 5 MAY 16, 2015 MAY 16, 2015 6 40 40 VIRGINIA MABRY 17BP.9.R.62 N/A R/W & UTIL 17BP.9.R.62 N/A CONST. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & P R O J E C T : 1 0 DESCRIPTION: RIGHT OF WAY PLAN SUBMITTAL TOTAL LENGTH OF ROADWAY 17BP.9.R.62 = 0.045 MI TOTAL LENGTH OF STRUCTURE 17BP.9.R.62 = 0.004 MI SUBMITTAL # H-007R1 DATE: AUGUST 3, 2017 N A D 83 N A 2011 R E V I S I O N S INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 8 / 1 7 / 9 9 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 17BP.9.R.62 4 ROWAN 790260 -L- 740 745 750 755 12 13 14 16 17 NAD 83/ 2011 -L- -L- STA. 14+36.69 END CULVERT -L- STA. 14+15.98 BEGIN CULVERT 740 745 750 755 2 :1 BARREL LOW FLOW BARREL LOW FLOW (NOT TO SCALE) LT TO RT FACING DOWNSTREAM STREAM CROSS SECTION INLET DETAIL -L--L- OUTLET DETAIL EG LT EG LT 2:1 2 :1 FABRIC GEOTEXTILE FABRIC GEOTEXTILE EG RT EG RT 2:1 2 :1 2 :1 FABRIC GEOTEXTILE FABRIC GEOTEXTILE BED EXISTING BED EXISTING (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' EXCAVATION EXCAVATION EXCAVATION EXCAVATION 1.5' SILL 1' SILL1' SILL 1.5' SILL PLOTTED ALONG CENTERLINE OF CULVERT CAST IN PLACE W/ SILLS PROPOSED 2 @ 10'X8' RCBC SKEW = 75 DEG. G.P. ELEV. = 752.41' L STA 14+26.3 -L-C OFF 87.61' RT Sta. 15+32.91 -L- HACKBERRY R/R SPIKE IN 14" ELEV. 750.98' OFF 82' RT Sta. 9+12 BM #1 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN 020 40 8040 GRAPHIC SCALE SHEET 2 OF 6 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 15 INSET F F F F CLASS 'II' RIP RAP CLASS 'II' RIP RAP CLASS 'II' RIP RAP CLASS 'II' RIP RAP EXCAVATION EXCAVATION EXCAVATION EXCAVATION 18" 12 13 14 15 16 SEE DETAIL 3 FLOODPLAIN BENCH SEE DETAIL 3 FLOODPLAIN BENCH d 2: 1 B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 14+75 TO STA. 15+50 -L- LT FROM STA. 14+25 TO STA. 14+75 -L- LT FROM STA. 13+50 TO STA. 14+16 -L- RT Slope Fill DETAIL 1 B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= PSRM EST. 142 S.Y. Ground Natural ( Not to Scale) RIP RAP AT EMBANKMENT STA. 14+30 -L- LT STA. 14+15 -L- RT DETAIL 2 Grade Ditch 2' GEOTEXTILE Geotextile= 60 sy Total Type of Liner= 60 TONS CLASS I Rip-Rap Total 10'min. 1.0'min. 1 5 -L- STA. 13+00.00 BEGIN PROJECT -L- STA. 15+60.00 END PROJECT PCC Sta. 13+21.83 PRC Sta. 14+40.51 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 DS = 35MPH PI = 13+50.00 EL = 751.82' VC = 100' K = 50 LOW PT = 13+60.55 PI = 15+15.00 EL = 753.11' VC = 90' K = 60 DS = 35MPH (+)2.2919% (+)0.7818% (+)7.70% ELEV. 749.14'- STA. 14+75 -L- LT DITCH PI (+)4.28% ELEV. 745.29' STA. 14+25 -L- LT BEGIN DITCH GRADE ( - ) 6. 1 2 % (-)1.60% ELEV. 747.22' STA. 14+16 -L- RT END DITCH GRADE ELEV. 749.73' STA. 13+75 -L- RT DITCH PI +57 +00 17.5'+56 17.5'60.0'65.0' 55.0' T T 18" RCP 790260-2 15" HDPE G R A V E L D R . DPCO DFAD8 DPCO 1635 8 10A8 EXISTING R/W EXISTING R/W ELEV.=750.98' 82' RT -BL-STA.9+12 BM#1 NO # UNKNOWN OWNER MAG RR SPIKE RICHARD A. & BRENDA B. WASHAM DB 944 PG 456 CHRISTOPHER J. & MARIE A. LICATA DB 1120 PG 602 RICKY J. RAHME DB 688 PG 543 RR SPIKE R R S P I K E R R S PI K E TOMMY G. & VICKI L. ELLER DB 643 PG 542 DB 582 PG 736 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES WOODS 300 PR 3 0 0 P R P A T T E R S O N S T R E E T T O S R 1 5 3 3 0 . 6 6 M I L E S +/ - MILLER ROAD TO SR 1509 1.45 MILES +/- SR 1535 WEAVER ROAD 19' PAVED ROADWAY T O D W E L L I N G T O D W E L L I N G G R A V E L D R . T O D W E L L IN G MAP BOOK 9995 PG 2580 3 5 . 0 0 ' G R A V E L D R . LI T T L E CREEK L I T T L E C R E E K F C C F F F F R E V I S I O N S INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 8 / 1 7 / 9 9 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 17BP.9.R.62 4 ROWAN 790260 -L- 740 745 750 755 12 13 14 16 17 NAD 83/ 2011 -L- -L- STA. 14+30.63 END CULVERT -L- STA. 14+09.92 BEGIN CULVERT 740 745 750 755 2 :1 BARREL LOW FLOW BARREL LOW FLOW (NOT TO SCALE) LT TO RT FACING DOWNSTREAM STREAM CROSS SECTION INLET DETAIL -L--L- OUTLET DETAIL EG LT EG LT 2:1 2 :1 FABRIC GEOTEXTILE FABRIC GEOTEXTILE EG RT EG RT 2:1 2 :1 2 :1 FABRIC GEOTEXTILE FABRIC GEOTEXTILE BED EXISTING BED EXISTING (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II'(2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' (2-FT THICK) RIP RAP CLASS 'II' EXCAVATION EXCAVATION EXCAVATION EXCAVATION 1.5' SILL 1' SILL1' SILL 1.5' SILL PLOTTED ALONG CENTERLINE OF CULVERT CAST IN PLACE W/ SILLS PROPOSED 2 @ 10'X8' RCBC SKEW = 75 DEG. G.P. ELEV. = 752.41' L STA 14+26.3 -L-C OFF 87.61' RT Sta. 15+32.91 -L- HACKBERRY R/R SPIKE IN 14" ELEV. 750.98' OFF 82' RT Sta. 9+12 BM #1 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN 020 40 8040 GRAPHIC SCALE SHEET 3 OF 6 PERMIT DRAWING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & 15 INSET CLASS 'II' RIP RAP CLASS 'II' RIP RAP CLASS 'II' RIP RAP CLASS 'II' RIP RAP EXCAVATION EXCAVATION EXCAVATION EXCAVATION 18" 12 13 14 15 16 SEE DETAIL 3 FLOODPLAIN BENCH SEE DETAIL 3 FLOODPLAIN BENCH d 2: 1 B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 14+75 TO STA. 15+50 -L- LT FROM STA. 14+25 TO STA. 14+75 -L- LT FROM STA. 13+50 TO STA. 14+16 -L- RT Slope Fill DETAIL 1 B= 2.0 Ft. Max. d= 1.0 Ft. Min. D= 1.0 Ft. Type of Liner= PSRM EST. 142 S.Y. Ground Natural ( Not to Scale) RIP RAP AT EMBANKMENT STA. 14+30 -L- LT STA. 14+15 -L- RT DETAIL 2 Grade Ditch 2' GEOTEXTILE Geotextile= 60 sy Total Type of Liner= 60 TONS CLASS I Rip-Rap Total 10'min. 1.0'min. 1 5 -L- STA. 13+00.00 BEGIN PROJECT -L- STA. 15+60.00 END PROJECT PCC Sta. 13+21.83 PRC Sta. 14+40.51 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 DS = 35MPH PI = 13+50.00 EL = 751.82' VC = 100' K = 50 LOW PT = 13+60.55 PI = 15+15.00 EL = 753.11' VC = 90' K = 60 DS = 35MPH (+)2.2919% (+)0.7818% (-)1.2000% ELEV. = 754.14' -L- STA. 15+60.00 END GRADE (+)7.70% ELEV. 749.14'- STA. 14+75 -L- LT DITCH PI (+)4.28% ELEV. 752.35' STA. 15+50 -L- LT END DITCH GRADE ELEV. 745.29' STA. 14+25 -L- LT BEGIN DITCH GRADE ( - ) 6. 1 2 % (-)1.60% ELEV. 747.22' STA. 14+16 -L- RT END DITCH GRADE ELEV. 749.73' STA. 13+75 -L- RT DITCH PI ELEV. 750.13' STA. 13+50-L- RT BEGIN DITCH GRADE +57 +00 17.5'+56 17.5'60.0'65.0' 55.0' T T 18" RCP 790260-2 15" HDPE G R A V E L D R . DPCO DFAD8 DPCO 1635 8 10A8 EXISTING R/W EXISTING R/W ELEV.=750.98' 82' RT -BL-STA.9+12 BM#1 NO # UNKNOWN OWNER MAG RR SPIKE RICHARD A. & BRENDA B. WASHAM DB 944 PG 456 CHRISTOPHER J. & MARIE A. LICATA DB 1120 PG 602 RICKY J. RAHME DB 688 PG 543 RR SPIKE R R S P I K E R R S PI K E TOMMY G. & VICKI L. ELLER DB 643 PG 542 DB 582 PG 736 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES WOODS 300 PR 3 0 0 P R P A T T E R S O N S T R E E T T O S R 1 5 3 3 0 . 6 6 M I L E S +/ - MILLER ROAD TO SR 1509 1.45 MILES +/- SR 1535 WEAVER ROAD 19' PAVED ROADWAY T O D W E L L I N G T O D W E L L I N G G R A V E L D R . T O D W E L L IN G MAP BOOK 9995 PG 2580 3 5 . 0 0 ' G R A V E L D R . LI T T L E CREEK L I T T L E C R E E K F F F F F C C F F F F 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 5 0 7 5 0 7 5 0 750 7 5 0 7 5 0 750 7 5 0 7 5 0 7 5 0 7 5 0 7 5 0 7 5 0 7 5 0 750 7 5 0 7 5 0 750 7 5 0 7 5 0 7 5 0 7 5 0 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 5 5 7 6 0 7 6 0 7 6 0 7 6 0 760 7 6 0 7 6 0 7 6 0 7 6 0 760 7 6 5 7 6 5 7 6 5 7 6 5 7 7 0 7 7 0 40 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN R E V I S I O N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 SHEET 4 OF 6 PERMIT DRAWING 417BP.9.R.62 ROWAN 790260 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION NAD 83/ 2011 GRAPHIC SCALE 0'20'20'40'10' INSET F F F F 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 5 0 750 750 7 5 0 7 5 0 750 750 7 5 0 790260-2 15" HDPE MAG LI T T L E CREEK C R E E K GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 GRAU 350 TL-2 +00 65.0' REMOVE F C DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 17BP.9.R.62 4 License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & C 25-YR WSEL = 748.9' ELEV. 742.4' WS 06/12/15 PLOTTED ALONG -L- CENTERLINE CAST IN PLACE W/ SILLS PROPOSED 2 @ 10'X8' RCBC SKEW = 75 DEG. G.P. ELEV. = 752.41' L STA 14+26.3 -L- 100-YR WSEL = 750.6' OT (500 YR-) WSEL = 752.3' 12 13 14 15 16 17 EG LT EG LT EG RT EG RT BRIDGE EXISTING 12 13 14 15 16 17 740 750 760 770 DS = 35MPH PI = 13+50.00 EL = 751.82' VC = 100' K = 50 LOW PT = 13+60.55 PI = 15+15.00 EL = 753.11' VC = 90' K = 60 DS = 35MPH (+)2.2919% (+)0.7818% (-)1.2000% ELEV. = 752.42' -L- STA. 13+00.00 BEGIN GRADE ELEV. = 754.14' -L- STA. 15+60.00 END GRADE SHEET 5 OF 6 PERMIT DRAWING 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 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 14+26.3 -L-2 @ 10'8' RCBC 0.01 50.00 14+10 to 14+60 BANK STABILIZATION 0.01 75.00 14+12 TO 14+64 INSTALL BANK STABILIZATION <0.01 10.00 TOTALS*: 0.02 < 0.01 125 10 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 6 OF 6 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS ROWAN COUNTY 17BP.9.R.62 SF-790260 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 01/19/2017 NO WETLANDS IMPACTED ON THIS PROJECT.