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Home My WebLink About20140055 Ver 1_Permit Drawings_20140115N W�E 49 Sy s is 9NERSON RD F!25 5 SR 236A 1 Q V 04 2,000 -,000 Feet Q AF ff it % - a NCDOT _W Division of Highways Express Design - Build Bridge Program Division 7A 4o ao VICINITY MAP 40 74 Bridge 144 Alarnance County gg North Carolina SHEET 1 Rev. May 2006 BUFFER IMPACTS SUMMARY IMPACT BUFFER REPLACEMENT SITE NO. STRUCTURE SIZE / TYPE STATION (FROM /TO) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ftZ) ZONE 2 (ftZ) TOTAL (ftZ) ZONE 1 (ftZ) ZONE 2 (ftZ) TOTAL (ftZ) ZONE 1 (ftZ) ZONE 2 (ftZ) 1 Road Crossing 11 +80 to 12 +16 (LT) X 53.3 113.0 166.3 1 Bride 12 +16 to 12 +39 LT X 213.4 213.4 1 Bride 12 +44 to 12 +76 LT X 395.6 7.4 403.0 1 Road Crossing 12 +76 to 12 +95 LT X 190.0 190.0 1 Road Crossing 11 +88 to 12 +16 RT X 30.2 100.3 130.5 1 Bride 12 +16 to 12 +41 RT X 221.5 221.5 12 +76 to 13 +15 RT X 1 Bride 12 +48 to 12 +76 RT 329.3 X 318.3 318.3 1 Road Crossing TOTAL: 1363.0 609.3 1972.3 0.0 0.0 0.0 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS ALAMANCE COUNTY WBS - 176P.7.R.62 (000144) SHEET 2 of 12 12/19/2013 Rev. May 2006 12 +76 to 13 +15 RT X 130.7 198.6 329.3 TOTAL: 1363.0 609.3 1972.3 0.0 0.0 0.0 Rev. May 2006 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From /To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 12 +14 to 12 +77 Bridge= 62' <0.01 <0.01 31 14 TOTALS: 1 0.00 1 1 0.00 1 0.00 1 1 <0.01 I <0.01 1 31.00 1 14.00 PARCEL NO. PROPERTY OWNERS NAMES AND ADDRESSES NAMES BOBBY J & JANE S ][SING NORMA B GRAVES BIILLIE J & LINDA M ®ALLEY JUDGE RUSSELL REVOC MCPIIIERS ®N ADDRESSES 2759 RUSSELL MICP]HERS ®N RD, BURLINGTON, NC 27215 2754 RUSSELL M[CPHERS ®N RD, BURLINGTON, NC 27215 2648 RUSSELL MCP]H1ERS ®N RD, BURLINGTON, NC 27215 2641 RUSSELL MCP]HERS ®N RIID, BURLIING'rON, NC 27215 E a L 0 0 E c O C w 0 � O 0 No \ T o= N,. \c� CF P PA M M O V H U O U VICINITY MAP GRAPHIC SCALES 50 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT = 390 DHV = WA D = WA T = 6 % * *V = 55 MPH * TTST =3% DUAL 3% FUNC CLASS = LOCAL SUBREGIONAL TIER 6 A -iX A Its U JV iN U1 11th I<I IN t-1X R U l ll iN -,LX DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION: BRIDGE NO. 000144 OVER ROCK CREEK ON SR 2361 (RUSSELL MCPHERSON RD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND RESURFACING —L— STA.12 +14.47 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 000144........0.073 mi LENGTH STRUCTURE TIP PROJECT 000144.......0.012 mi TOTAL LENGTH TIP PROJECT 000144 ............... 0.085 mi TO NC49 PROJECT ..10 + 30.00 BRIDGE NO. 000144 FXrn R1?Tnr77 —L— 4..7l L A. lLT. I /V. /!.r TO HOLT- CROSSROADS END PROJECT \ —L— STA.14 + 80.00 ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEHELD DRIVE, SUITE III ff( RALEIGH, NORTH CAROLINA 27609 uau NC LICENSE NO F -0112 1- 888 -521 -4455 OR 919- 878 -9560 DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS J. I. Peacock, Jr., P.E. PROJECT ENGINEER RIGHT OF WAY DATE. PE, ROW, UTI L. Michael T. Merritt, P.E. JUNE 4, 2013 PROJECT DESIGN ENGINEER LETTING DATE. NCDOT CONTACT. JUNE 4, 2013 Virginia Mabry PRIORITY PROJECTS OFFICE MANAGER ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. 17BP.7.R.62 I 171B]P.7.R.62 PE, ROW, UTI L. CONST. ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. SC, •II 1 580 ALLOWABLE IMPACTS ZONE I r tr MA 6 ,F _E.S De ALLOWABLE IMPACTS ZONE 2 EXCAVATION NOT SHOWN IN PLAN VIEW FOR CLARITY t _m ti DESIGN EXCEPTION FOR SAG VERTICAL CURVE & SSD 10 +00 PI = 11 +23.00 EL = 592.61' VC = 175' -K = 47 DS = 34mDh ESMiFI eLLVAIIUN = D25Y.23tl -L- STA 12+87.00 N 803038 E 1863621 1, l I, I, �I I ly ti -L- _ BRIDGE HYDRAULIC DATA SHEET NO. STR '000144 S1o.12 +45.60 -L- 4 RW SHEET NO. DESIGN FREQUENCY = 25 YRS Rl = 13+85.00 T DESIGN DISCHARGE = 1,500 CFS EL = 593.40' DESIGN HW ELEVATION = 589.8 FT VC = 190' - 100 YEAR DISCHARGE - 2.200 CFS _ 435mph 100 YEAR FREQUENCY - 100 YRS DS- 100 YEAR HW ELEVATION - 591.26 FT Z OVERTOPPING FREQUENCY= 500+ YRS GRAPHIC SCALES �- - OVERTOPPING DISCHARGE = 3,049 CFS OVERTOPPING ELEVATION = 592.9 FT 50 1 0 50 100 NORMAL WATER SURFACE ELEV = 582.7 F' I �,�:, - NWS ELEV SURVEYED = 0711512013 MILLING LIMITS: -L- STAI0 +30.00 TO 10 +59.00 -L- STA /4 +52DO TO I4 +80,00 11 +00 12 +00 13 +00 14 +00 15 +00 DETAIL A RIP RAP BAIN1KK r!TS BILIZATION REMOVE EXIST. VERT, ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT 2' THK.' CL II RIP RAP W /FILTER FABRIC SLOPE —L' 1 OR FLATTER Type .1 Liner= 10 TONS CL II RIP —RAP Fiber Fabric= T. SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919( 878 -9560 PROJECT REFERENCE NO. SHEET NO. 000144 4 RW SHEET NO. OENGINEER 0 N ROADWAY DESIGN HYDRAULICS ENGINEER l- Cl- PERMIT DRAWING Z SHEET 6 OF 12 M Q Z GRAPHIC SCALES 50 1 0 50 PLANS 50 1 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DETAIL A RIP RAP BAIN1KK r!TS BILIZATION REMOVE EXIST. VERT, ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT 2' THK.' CL II RIP RAP W /FILTER FABRIC SLOPE —L' 1 OR FLATTER Type .1 Liner= 10 TONS CL II RIP —RAP Fiber Fabric= T. SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919( 878 -9560 SCI -1 11 -1�� 1 1 1 1 - I I - I I I - - �I+� gm De ALLOWABLE IMPACTS ZONE h' E.'v ALLOWABLE IMPACTS ZONE 2 EXCAVATION NOT SHOWN IN PLAN VIEW FOR CLARITY t _m ti DESIGN EXCEPTION FOR SAG VERTICAL CURVE & SSD •II 1 580 10 +00 PI = 11 +23.00 EL = 592.61' VC = 175' -K = 47 DS = 34mDh ISMiFI eLevAllUN = D25Y.23tl -L- STA 12+87.00 N 803038 E 1863621 -L- _ BRIDGE HYDRAULIC DATA SHEET NO. STR '000144 S1o.12 +45.60 -L- 4 R/W SHEET NO. DESIGN FREQUENCY = 25 YRS Rl = 13+85.00 T DESIGN DISCHARGE = 1,500 CFS EL = 593.40' DESIGN HW ELEVATION = 589.8 FT VC = 190' - 100 YEAR DISCHARGE = 2.200 CFS _ 435mph 100 YEAR FREQUENCY = 100 YRS DS- 100 YEAR HW ELEVATION = 591.26 FT Z� OVERTOPPING FREQUENCY= 500+ YRS GRAPHIC SCALES �- - OVERTOPPING DISCHARGE = 3,049 CFS PLANS OVERTOPPING ELEVATION = 592.9 FT NORMAL WATER SURFACE ELEV = 582.7 F I ��,�:, - NWS ELEV SURVEYED = 0711512013 MILLING LIMITS: -L- STAI0 +30.00 TO 10 +59.00 -L- STA /4 +52DO TO I4 +80,00 11 +00 12 +00 13 +00 14 +00 15 +00 DETAIL A RIP RAP BANIKKr IOTABILIZATION REMOVE EXIST. VERT. ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT T THK. CL II RIP RAP VJ/FILTER FABRIC SLOPE =15:1 OR FLATTER TYpe of Liner= 10 TONS CL II RIP —RAP Fil_ Fabric= 10 SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919( 878 -9560 PROJECT REFERENCE NO. SHEET NO. 000144 4 R/W SHEET NO. cy N ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT DRAWING Z SHEET 7 OF 12 M Z� GRAPHIC SCALES 50 1 0 50 PLANS 50 1 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DETAIL A RIP RAP BANIKKr IOTABILIZATION REMOVE EXIST. VERT. ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT T THK. CL II RIP RAP VJ/FILTER FABRIC SLOPE =15:1 OR FLATTER TYpe of Liner= 10 TONS CL II RIP —RAP Fil_ Fabric= 10 SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919( 878 -9560 ci a u ci L 0 0 E ci O C w CL CL 0 O 0 No \ T o= N,. CF P PA M M O V H U O U VICINITY MAP GRAPHIC SCALES 50 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT = 390 DHV = WA D = WA T = 6 % * *V = 55 MPH * TTST =3% DUAL 3% FUNC CLASS = LOCAL SUBREGIONAL TIER 6 A -iX A Its U JV iN U1 11th I<I IN t-1X R U l ll iN -,LX DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION: BRIDGE NO. 000144 OVER ROCK CREEK ON SR 2361 (RUSSELL MCPHERSON RD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND RESURFACING -L- STA.12 +14.47 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 000144........0.073 mi LENGTH STRUCTURE TIP PROJECT 000144.......0.012 mi TOTAL LENGTH TIP PROJECT 000144 ............... 0.085 mi TO NC49 PROJECT ..10 + 30.00 BRIDGE NO. 000144 FXrn R1?Tnr77 —L— 4..7l L A. lLT. I /V. /!.r TO HOLT- CROSSROADS END PROJECT \ -L- STA.14 + 80.00 ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEHELD DRIVE, SUITE III ff( RALEIGH, NORTH CAROLINA 27609 uau NC LICENSE NO F -0112 1- 888 -521 -4455 OR 919- 878 -9560 DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS J. I. Peacock, Jr., P.E. PROJECT ENGINEER RIGHT OF WAY DATE. PE, ROW, UTI L. Michael T. Merritt, P.E. JUNE 4, 2013 PROJECT DESIGN ENGINEER LETTING DATE. NCDOT CONTACT. JUNE 4, 2013 Virginia Mabry PRIORITY PROJECTS OFFICE MANAGER ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. 17BP.7.R.62 I 171B]P.7.R.62 PE, ROW, UTI L. CONST. ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE. P.E. 3 N Q w w Q1 ro 0 c T T E 0 c w to �, ro oL TS Nw N m 70 1 3° o 0 C, \� % �7 � � WOODS co N SURFACE WATER IMPACTS ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER •Is 1 580 SCALE 1" =50' f1, D — BRIDGE 000144 — ALAMANCE COUN TEMPORARY SURFACE WATER IMPACTS JUDSE E 06 .1 Ei E. sir t; tl 1b r15 w ";ii Ufl ya =1 F ._� EXIST. TRANSPORTATION FACILITY � j \ m \ m N � I PROJECT REFERENCE NO. SHEET NO. � ��ilecarwenrrns�n��irnl M IS IMINMIM O 0 N ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER _ �� FIN 1 ORA WING OF 12 M DESIGN FREQUENCY = 25 YRS - Pl = _�_ —I1.'11R�d1!lSV1�� DISCHARGE = ®liii5l—� 11 +23.0D WOODS co N SURFACE WATER IMPACTS ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER •Is 1 580 SCALE 1" =50' f1, D — BRIDGE 000144 — ALAMANCE COUN TEMPORARY SURFACE WATER IMPACTS JUDSE E 06 .1 Ei E. sir t; tl 1b r15 w ";ii Ufl ya =1 F ._� EXIST. TRANSPORTATION FACILITY � j \ m \ m N � I MILLING LIMITS: -L- STAI0 +30.00 TO 10 +59.00 -L- STA14 +52[17 TO I4 +80,00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 PROJECT REFERENCE NO. SHEET NO. L 7 IST A1 2f . BRIDGE HYDRAULIC DATA RW SHEET NO. O 0 N ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER _ STR '000144 S1o.12 +45.60 -L- 1 ORA WING OF 12 M DESIGN FREQUENCY = 25 YRS - Pl = 13 +85.00 DISCHARGE = PI = 11 +23.0D GRAPHIC SCALES EL '... - = 593.40' DESIGN = 589.8 FT EL = 592.61' - VC = 190' 100 YEAR DISCHARGE = 2.200 CFS VC = 175' 10 _ 0 10 20 di =K - 49 I00 YEAR FREQUENCY = 100 YRS =K = 47 �u DS 35mph 100 YEAR HW ELEVATION = 591.26 FT DS = 34mph "� OVERTOPPING FREQUENCY= 500+ YRS NLm 1 �- - OVERTOPPING DISCHARGE = 3,049 CFS ( - 7, OVERTOPPING ELEVATION = 592.9 FT F _ 59.3 c i �Z.20 d�� '.. NWSUELEV SURVEYED = 07 /15/201382.7 MILLING LIMITS: -L- STAI0 +30.00 TO 10 +59.00 -L- STA14 +52[17 TO I4 +80,00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 DETAIL A RIP RAP BANK STABILIZATION I Nofro Scole] REMOVE EXIST VERT. ABUTMENT PROPOSED WRAP SLOPED ABUTMENT ]'THK.� CL II RIP RAP W'FILTER FABRIC SLOPE -1.5:1 OR FLATTER TYpe of Liner= 10 TONS CL II RIP —RAP Fil_ Fabric= 10 SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 PROJECT REFERENCE NO. SHEET NO. 000144 4 RW SHEET NO. O 0 N ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER A PERMIT SHEET 9 ORA WING OF 12 M 0 GRAPHIC SCALES 50 0 50 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 _ 0 10 20 di PROFILE (VERTICAL) DETAIL A RIP RAP BANK STABILIZATION I Nofro Scole] REMOVE EXIST VERT. ABUTMENT PROPOSED WRAP SLOPED ABUTMENT ]'THK.� CL II RIP RAP W'FILTER FABRIC SLOPE -1.5:1 OR FLATTER TYpe of Liner= 10 TONS CL II RIP —RAP Fil_ Fabric= 10 SY .o1 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 a z 0 u m a a a 0 aT ro 0 c T E E 0 c w to �, ro oL �S Nw SURFACE WATER IMPACTS ®DENOTES IMPACTS IN RN/ SHEET NO. SURFACE WATER ®DENOTES TEMPORARY Rl = IMPACTS IN SURFACE WATER .11 1 580 O NORMA E FAVE.S De t * DESIGN EXCEPTION FOR SAG VERTICAL CURVE & SSD PI = 11 +23.00 EL = 592.61' VC = 175' -K = 47 DS = 34mDh 11M7Fl 1ELIEVAHUN = 525Y.ntl .. -L- STA 12+87.00 N 803038 E 1863621 I� I� I� I� I� I� I EIE (. 16 JIMMIE ',7A tiEEY DD TIC P, '-�T7 ly ti -L- T BRIDGE HYDRAULIC DATA SHEET NO. STR *000144 S1o.12 +45.60 -L- 4 RN/ SHEET NO. DESIGN FREQUENCY = 25 YRS Rl = 13+85.00 T DESIGN DISCHARGE = 1,500 CFS EL = 593.40' DESIGN HW ELEVATION = 589.8 FT VC = 190' - 100 YEAR DISCHARGE - 2.200 CFS _ : 435mph 100 YEAR FREQUENCY - 100 YRS DS- 50 1 0 50 100 YEAR HW ELEVATION - 591.26 FT PLANS OVERTOPPING FREQUENCY= 500+ YRS �- - OVERTOPPING DISCHARGE = 3,049 CFS OVERTOPPING ELEVATION = 592.9 FT NORMAL WATER SURFACE ELEV = 582.7 F' - WS ELEV SURVEYED = 0711512013 MILLING LIMITS: -L- STAI0 +30.00 TO 10 +59.00 -L- STA /4 +52DO TO I4 +80,00 I I I I 1 I I I I I 1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 DETAIL A RIP RAP BANK o11STABILIZATION REMOVE EXIST. VERT, ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT 'THK. CL II RIP RAP W /FILTER FABRIC SLOPE -5'.1 OR FLATTER Type of Liner= 10 TONS CL II RIP —RAP Filler Fabric= 10 SY .11 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO F -0112 • (919( 878 -9560 PROJECT REFERENCE NO. SHEET NO. 000144 4 RN/ SHEET NO. 0 N ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER H Z PERMIT SHEET I RA WING OF 12 0 2� GRAPHIC SCALES 50 1 0 50 PLANS 50 1 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DETAIL A RIP RAP BANK o11STABILIZATION REMOVE EXIST. VERT, ABUTMENT PROPOSED RIPRAP SLOPED ABUTMENT 'THK. CL II RIP RAP W /FILTER FABRIC SLOPE -5'.1 OR FLATTER Type of Liner= 10 TONS CL II RIP —RAP Filler Fabric= 10 SY .11 580 1 PLANS PREPARED BY RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO F -0112 • (919( 878 -9560 w �ro oL N� o= N� w �ro oL N� o= N�