Loading...
HomeMy WebLinkAbout20150043 Ver 1_Application_20150113 (3)W �E y 87 o� iii `g ry �^7 J CS,EHF!236 ° y N IN a N 1 0 2,000 4,000 Feet NCDOT Division of Highways 41, ���m� � °, ABM Express Design - Build Bridge Program Division 7A s VICINITY MAP \, a� Bridge 125 r sz T 721 �i oA,i ?�11,/ a..iq r Alamance County 7 FZ,8,tDO North Carolina SHEET 1 r m�' Rev. May 2006 BUFFER IMPACTS SUMMARY BUFFER REPLACEMENT STATION NIC . TRANSPORTATION .. ALAMANCE COUNTY ... SWEET 2 of 12 ,. Rev. May 2006 WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 1 ZONE 2 SITE NO. STATION (FROM /TO) (ft Z) (ft) 1 11 +62 to 12 +09 Left 491 69 TOTAL: 491 69 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS ALAMANCE COUNTY WBS - 17BP.7.R.62 (000125) SHEET 3 of 12 12/11/2014 Rev.Jan 2009 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 11 +17 to 12 +07 Roadway Fill 0.01 0.01 1 12 +02 to 12 +87 Bridge <0.01 <0.01 <0.01 <0.01 18 37 TOTALS: 1 0.01 1 1 <0.01 1 0.01 1 1 <0.01 1 1 18 1 37 Notes: Permanent Fill in Wetlands= 558 sf (0.01 acres) total with 27 sf inside the buffer zones and 531 sf outside the buffer zones. Temporary Surface Water Impacts for removal of interior bent along edge of water and for construction access to remove existing abutment. Permanent Surface Water Impacts for removal of existing abutment and installation of Class II Rip Rap Bank Stabilization. Clearing and grubbing on this project shall be performed to the limits established by Method II, with clearing extending 5' beyond the toe of slope. PROPERTY NAMES AND PARCEL NO. NAMES LINDA ]BRAXTON LIVING TRUST LI: 1� 1I �Ifil' 6� 7411.'�M79>EiHfi►Lll'�II111C11 MICHAEL WAYNE THOMPS ®N OWNERS ADDRESSES ADDRESSES 1 09 ALYSSA DRIVE, GI]BS®NVILLE, NC 29249 4595 P ]BASS MOUNTAIN ROAD, SNOW CAMP, NC 29349 4598 E ]BASS MOUNTAIN ROAD, SNOW CAMP, NC 29349 E _ 0 Ln N 0 L 0 0 E 0 L c w i �o oL cv = N� N °o P QQ M ti M O V H U O U VICINITY MAP 1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II, WITH CLEARING EXTENDING 5' BEYOND THE TOE OF SLOPE. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT = 870 T = 6%* * *V = 55 MPH * TTST =3% DUAL 3% FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION.-BRIDGE NO. 000125 OVER VARNALS CREEK ON SR 2327 (BASS MOUNTAIN ROAD) WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND RESURFACING B UFFER IMPACTS PERMIT BEGIN PROJECT —L— S TA. 10 + 00.00 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 000125........0.080 mi LENGTH STRUCTURE TIP PROJECT 000125.......0.016 mi TOTAL LENGTH TIP PROJECT 000125 ............... 0.096 mi SR 2327 BASS MOUNTAIN RD BEGIN BRIDGE TO KEYSTONE RD —L— S TA. 15 + 05.00 CONTRACTOR : ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.F. RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEHELD DRIVE, SUITE III a �W RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F -0112 1- 888 -521 -4455 OR 919- 878 -9560 17BP.7.R.62 FOR DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS B. Keith Skinner, P.E. RIGHT OF WAY DATE: PROJECT ENGINEER JUNE 4, 2013 Michael T. Merritt, P.E. LETTING DATE. PROJECT DESIGN ENGINEER JUNE 4, 2013 NCDOT CONTACT. Virginia Mabry PRIORITY PROJECTS OFFICE AIANAGER TO KEYSTONE RD —L— S TA. 15 + 05.00 CONTRACTOR : ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.F. 17BP.7.R.62 I 17 BP.7.R.62 P.E. ROW, UTIL., & CONST. TO KEYSTONE RD —L— S TA. 15 + 05.00 CONTRACTOR : ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.F. G 0 a N N i� 0 ro T E 0 0 6 �i N DETAIL A TOE PROTECTION I Nora scale) Natural G.o nd bb y b = 0.5 H. 6= 2.5 H. Geotextile Type of liner= Class R Rip —Rap FROM STA. 11 +84 TO STA. 11 +96 RT. DETAIL B BANK STABILIZATION (Not io Svale) —2 GEOTEXTILE Type of Liner= 10 TONS,CL II RipJEep Gealexlile= 26 s FROM STA. 12 +19 TO STA. 12 +28 LT. 1 570 1 550 DIV7A - BRIDGE 000125 - ALAMANCE COUN NOTE PROJECT REFERENCE NO. SHEET NO. DUKE PROGRESS ENERGY WILL 000125 4 ACQUIRE ANY REQUIRED RAN SHEET NO. EASEMENTS FOR UTILITY ROADWAY DESIGN HYDRAULICS RFI n% a N N i� 0 ro T E 0 0 6 �i N DETAIL A TOE PROTECTION I Nora scale) Natural G.o nd bb y b = 0.5 H. 6= 2.5 H. Geotextile Type of liner= Class R Rip —Rap FROM STA. 11 +84 TO STA. 11 +96 RT. DETAIL B BANK STABILIZATION (Not io Svale) —2 GEOTEXTILE Type of Liner= 10 TONS,CL II RipJEep Gealexlile= 26 s FROM STA. 12 +19 TO STA. 12 +28 LT. 1 570 1 550 DIV7A - BRIDGE 000125 - ALAMANCE COUN NOTE PROJECT REFERENCE NO. SHEET NO. DUKE PROGRESS ENERGY WILL 000125 4 ACQUIRE ANY REQUIRED RAN SHEET NO. EASEMENTS FOR UTILITY ROADWAY DESIGN HYDRAULICS RFI n% E t 0 Ln N 0 L 0 0 E 0 L E w i �o oL cv = N� N °o P QQ M ti M O V H U O U VICINITY MAP 1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II, WITH CLEARING EXTENDING 5' BEYOND THE TOE OF SLOPE. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT = 870 T = 6%* * *V = 55 MPH * TTST =3% DUAL 3% FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION.-BRIDGE NO. 000125 OVER VARNALS CREEK ON SR 2327 (BASS MOUNTAIN ROAD) WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND RESURFACING WETLAND BEGIN PROJECT —L— S TA. 10 + 00.00 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 000125........0.080 mi LENGTH STRUCTURE TIP PROJECT 000125.......0.016 mi TOTAL LENGTH TIP PROJECT 000125 ............... 0.096 mi BEGIN BRIDGE STREAM IMPACTS PERMIT SR 2327 BASS MOUNTAIN RD RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEHELD DRIVE, SUITE III a �W RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F -0112 1- 888 -521 -4455 OR 919- 878 -9560 17BP.7.R.62 FOR I OF HIGHWAYS 2012 STANDARD SPECIFICATIONS 17 BP.7.R.62 P.E. ROW, UTIL., PROJECT ENGINEER JUNE 4, 2013 & CONST. LETTING DATE. PROJECT DESIGN ENGINEER JUNE 4, 2013 NCDOT CONTACT. Virginia Mabry PRIORITY PROJECTS OFFICE AIANAGER STREAM IMPACTS PERMIT SR 2327 BASS MOUNTAIN RD TO KEYSTONE RD —L— S TA. 15 + 05.00 CONTRACTOR : ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.F. RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEHELD DRIVE, SUITE III a �W RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F -0112 1- 888 -521 -4455 OR 919- 878 -9560 FOR DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS B. Keith Skinner, P.E. RIGHT OF WAY DATE: PROJECT ENGINEER JUNE 4, 2013 Michael T. Merritt, P.E. LETTING DATE. PROJECT DESIGN ENGINEER JUNE 4, 2013 NCDOT CONTACT. Virginia Mabry PRIORITY PROJECTS OFFICE AIANAGER TO KEYSTONE RD —L— S TA. 15 + 05.00 CONTRACTOR : ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.F. DETAIL A TOE PROTECTION I Not ro seol�) `Fwr° N°luml .L\ °` \S \off G ound b F d= 0.5 Ft. 6= 2.5 Ft. Gooro.lilo Type of Liner= Class R Ripa2°p FROM STA. 11 +84 TO STA. 11 +96 RT. DETAIL B BANK STABILIZATION ( Norco IL Z —2. GEOTEXTILE Type of Liner= 10 TONS ,CL I Rip -Rop Geole ile- 2a s FROM STA. 12 +19 TO STA. 12 +28 LT. //. .11 SUIRJF FIY,'E:I.`.i I`�PlAIIER f':i RI•J �y�� 1)1111)11', 1'II 11U I.V �l I) lA. IF, IN )I'd AU WWII „It bENOTEL APING 12Eb CLEARING 1 570 1 550 DIV7A - BRIDGE 000125 - ALAMANCE COUN NOTE. PROJECT REFERENCE NO. SHEET NO. DUKE PROGRESS ENERGY WILL 000125 4 ACQUIRE ANY REQUIRED RAN SHEET NO. FACFAIFNTC FnR -, , ITY ..........._, .. ..._.. .._,_.......__ BM °l ELEVATION = 558.18 N 807516 E 1877287 R/R SPIKE IN l5" SWEET GUM Pl = 10 +60.00 EL = 582.64' i Pl = 1I +92.00 VC = 100' EL = 563.30' K 125 V 55mph K = 115 V = 55mDh - S1a.10 +0Op0 to SIa. IO +g0.00 -L- IIRFAC L WATER SHOWN FOR CLARITY SCALE I"=50' 10 +00 11+00 12+00 13 +00 14 +00 15 +00 rG S 570 1 550 540 PLANS PREPARED BY R;fl5il;llfc RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 BRIDGE HYDRAULIC DATA STR '000125 S1a.12 +52.82 -L- �: DESIGN FREQUENCY = 25 YRS DESIGN DISCHARGE - /'/00 CFS 1 1 1 DESIGN HW ELEVATION = 559.9 FT 100 YEAR DISCHARGE = 1,600 CFS _ 100 YEAR FREQUENCY = 100 YRS Pl = 14 +30.00 1 1 1 _ 100 YEAR HW ELEVATION = 559.97 FT EL = 562 GRADE J J OVERTOPPING FREQUENCY= 500+ YRS St9.15f0 VC = 120' ) -L .0�l J _ OVERTOPPING DISCHARGE = 2.250 CFS K = 632 j EL - 561.88 ) - OVERTOPPING ELEVATION = FT NORL7AL WATER SURFACE ELEV EV = 5562 FT / > 70mph l '.. DATE OF SURVEY = JAN 2014 10 +00 11+00 12+00 13 +00 14 +00 15 +00 rG S 570 1 550 540 PLANS PREPARED BY R;fl5il;llfc RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 DETAIL A TOE PROTECTION I Not ro seol�) `Fwr° N°luml .L\ °` \S \off G ound b F d= 0.5 Ft. 6= 2.5 Ft. Gooro.lilo Type of Liner= Class R Ripa2°p FROM STA. 11 +84 TO STA. 11 +96 RT. DETAIL B BANK STABILIZATION ( Norco IL Z —2. GEOTEXTILE Type of Liner= 10 TONS ,CL I Rip -Rop Geole ile- 2a s FROM STA. 12 +19 TO STA. 12 +28 LT. //. .11 SUIRJF FIY,'E:I.`.i I`�PlAIIER f':i RI•J �y�� 1)1111)11', 1'II 11U I.V �l I) lA. IF, IN )I'd AU WWII „It bENOTEL APING 12Eb CLEARING 1 570 1 550 DIV7A - BRIDGE 000125 - ALAMANCE COUN NOTE. PROJECT REFERENCE NO. SHEET NO. DUKE PROGRESS ENERGY WILL 000125 4 ACQUIRE ANY REQUIRED RAN SHEET NO. FACFAIFNTC FnR -, , ITY ..........._, .. ..._.. .._,_.......__ BM °l ELEVATION = 558.18 N 807516 E 1877287 R/R SPIKE IN l5" SWEET GUM Pl = 10 +60.00 EL = 582.64' i Pl = 1I +92.00 VC = 100' EL = 563.30' K 125 V 55mph K = 115 V = 55mDh - S1a.10 +0Op0 to SIa. IO +g0.00 -L- IIRFAC L WATER SHOWN FOR CLARITY SCALE I"=50' 10 +00 11+00 12+00 13 +00 14 +00 15 +00 rG S 570 1 550 540 PLANS PREPARED BY R;fl5il;llfc RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 BRIDGE HYDRAULIC DATA STR '000125 S1a.12 +52.82 -L- �: DESIGN FREQUENCY = 25 YRS DESIGN DISCHARGE - /'/00 CFS 1 1 1 DESIGN HW ELEVATION = 559.9 FT 100 YEAR DISCHARGE = 1,600 CFS _ 100 YEAR FREQUENCY = 100 YRS Pl = 14 +30.00 1 1 1 _ 100 YEAR HW ELEVATION = 559.97 FT EL = 562 GRADE J J OVERTOPPING FREQUENCY= 500+ YRS St9.15f0 VC = 120' ) -L .0�l J _ OVERTOPPING DISCHARGE = 2.250 CFS K = 632 j EL - 561.88 ) - OVERTOPPING ELEVATION = FT NORL7AL WATER SURFACE ELEV EV = 5562 FT / > 70mph l '.. DATE OF SURVEY = JAN 2014 10 +00 11+00 12+00 13 +00 14 +00 15 +00 rG S 570 1 550 540 PLANS PREPARED BY R;fl5il;llfc RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609 -3960 NC LICENSE NO. F -0112 • (919) 878 -9560 w w Qro o� N� 0 5 10 PROJ. REFERENCE NO. SHEET NO. N T i n 000125 X -1 30 570 1 o 130 120 1 1 10 100 9a 8b 7a 6b 5b 4 b 30 20 1 1 D, 20 30 40 50 60 7b 8b 90 loo 1 o 1 o 1 o :],.0: 1 0 570 . MIT TDRA ING 565 565 0.020 0:020 z:, EXIS . ROW EET Z OF IZ .560 EXIST. ROW 3�J. .. .r `-- - - =56 .02 555 -- - -- - -- - -�. _ __.�.___�. �. . -___.� - -- —_ —_ / mil- - -. — - -- --- — — - - - - - -- - - - -- 555 550. .:. . . . 3. . QO0 550 E D BRIDGE -L- TA. 12 + 8 .12 570 570 565 565 0.020 0;020 560. EXIST. ROW 560. EXIST. ROW . 555 - -- - - -- - -- -_ -- .___ �. -.- _.- .. - - - - -- - -..__ _. -- - - -- - -- - - -- — — - - -55 .55 -- ___ _ -- r— . -- - - -- — - -- — --- r 555 .550 1.2 + QQO - _ J 550 . BEGIN BRIDGE -L- TA. 12 +0 .87: 570 7 50 565 565 0.020 0.020 560..:..:..,..:..:..::..:. l5•. . -- 56.12 _ '" EXIST. ROW �- - - -- 60 EXIST. RrW � 555 _ - -_ — _ - - - - - -- 555 .550...... 12 + 4;QQ 550 .570 570:. 565 565 �... 0.020 0.020 -- ExlsT. Raw ..::.560 EXIST. ROW �...." 56 .18 �� - .560 :. 555 — - -- - -- - - -- ,r -- -- - - - - -- T - - -__ - 555 11 + 0.00 .550 .570 570:. 565 EXIST. Row 565 0.020 0020 2 :1 .560 EXIST. ROW - -: 56 4 -- -- - -- �- -- __ -_-.- - -- - -- -- - - 555 -- -- -- . - - -- - -- - -- f 555 11 + 0 ©© 5 0 5 .570 570:. 565 — — 565 EXIS . ROW 21...,... 0,020 0020 �,� EXIST. ROW - --- .560 56 .42. 555 - - -- - -- - ..__.— 10 0.00 555 570 570 565 565 :. 0.001 0 — - - -- 560 — - - - -- -- _ 5# .82 -- - - - - -- 560 _ - - 1- .Q +. Q.v BEGIN - PROJECT 5TA.10 00.00 1 0 1 0 1 0 1 0 1 0 1 0 8 L 7a 6 5 4 3 20 1 1 20 3 40 50 60 0 8 90 1,B0 1 D :140 1 0 140 1 0