The URL can be used to link to this page

Home My WebLink About20201981 Ver 1_Durham St Buffer Impacts_20210122BUFFER IMPACTS PERMIT SHEET 1 OF 3 BUFFER DRAWING 4 -L- POT STA. 15+35.00 END TIP PROJECT B-5346 BEGIN BRIDGE END BRIDGE BEGIN TIP PROJECT B-5346 -L- POT STA. 12+45.00 TO HWY 87 TO BURLINGTON D T V = = = = = = % % MPH ADT ADT % * INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K DRY CREEKDRY CREEK0 0 0 PROFILE (HORIZONTAL) 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. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 5/31/2017B5346_Hyd_prm_buf_psh_01.dgnjharvey1000 Birch Ridge Dr., Raleigh NC, 27610 CONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA-L-SR 1666 LITTLE JOHN LANESR 1529 DURHAM STREET EXTENSION SR 1529 DURHAM STREET EXTENSION DURHAM MEADOWS DRIVETOTAL LENGTH OF T.I.P. PROJECT B-5346 = 0.055 JUNE 19, 2018 JUNE 16, 2017 ALAMANCE COUNTY SR 1529 (DURHAM STREET EXTENSION) GRADING, DRAINAGE, PAVING, AND STRUCTURE 100' 100' 5' 2591 3500 12 65 50 2015 2035 DUAL=3%* TTST =1% SUB-REGIONAL TIER 46060.1.1 P.E. B-5346 See Sheet 1A For Index of Sheets B-5346See Sheet 1B For Conventional Symbols BRZ-1529(10) 4 50'25'50' 50'25'50' 10'10'20'FUNC CLASS = RURAL LOCAL BRIDGE No. 3 OVER DRY CREEK ON JAMES A. SPEER, PE NYA K. BOAYUE, PE LENGTH STRUCTURE T.I.P. PROJECT B-5346 = LENGTH ROADWAY T.I.P. PROJECT B-5346 = CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. B-5346 TIP PROJECT 87 87 Glen Raven 100 100 SR 1638 SR 1642SR 1529SR 1529SR 1547 SR 1509 S R 1 5 1 3 SR 1803 SR 1650 2461 RSSR 1 6 4 3 VICINITY MAP SR 1506 SR 1507 SR 1640 SR 1645 SR 1514 SR 1666 SR 1665 SR 1664 DETOUR ROUTE DETOUR ROUTE INTERSECTION IMPROVEMENT DETAIL -L1- -Y2- -Y2- POT STA. 11+20.00 END CONST. SR 1547 (ROUTH RD) SR 1529 (DURHAM ST EXTENSION) NAD 83/ 2011 0 50'25'50' SCALE: 1"=100' 100' SHEET 2 OF 3 BUFFER DRAWINGNAD 83/ 2011NOTE : SEE SHEET 5 FOR -L- PROFILE -L- TYPE-III TYPE-III TYPE-III AT-1 TYPE-III 22'.02.02.02.02DETAIL SHOWING BRIDGE / ROADWAY RELATIONSHIP BEGIN BRIDGE END BRIDGE BEGIN APPROACH SLAB END APPROACH SLAB 22'DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE DETAIL 2C-1 (SHOP CURVED)4'-5"4'-5"DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5346 5/31/2017B5346_Hyd_prm_buf_psh_04.dgnjharvey8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/ 2011DETOUR ROUTE INTERSECTION IMPROVEMENT DETAIL -L1- (SR 1529-DURHAM ST. EXT.) / -Y2- (SR 1547-ROUTH RD.)30'-10"ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 S72" WDWD1SFD48" CONC20' CONC 1SBKDS WD 72" WD 21' CONC 36" CONCPOLE FLAG 30" C&G30" C&G12' GRWOODSSIGN S15" RCP18" RCP 15" RCP 18" RCP 18" RCPDIDI1SBKD48" CONCWD19' CONC S 72" CHL SPAVER S 36"STONE WD 1SFD 2SF G CONC36" CONC21' CONC POLE FLAGLT 36" BKWALL48" WDCTGR 1SBKD STEPS WD CONC S1SBKD WELL VAR. GR GRWOODSWOODSWOODS WOODS 18" RCP CEDAR HEDGEROW WD WD2SFD48" CONC15" CMP15" CMP2SFD36" CONC2SFDWD48" CHL 48" CHL 48" WW72" CHL SSS15" RCPGR1SFDSCONCWD WALL VAR. HT78" WDWOODSC12" RCP 15" CMPAREA GARDEN WELL 18" RCP 18" RCPEIP EIP EIP EIP EIP EIPEIP EIP EIP EIP EIP EIP EIP EIP EIPDRY CREEKDRY CREEKBST DECK WD WWWD WW WD WW 10.00'20.00' 2 0.0 0' 10.0 0'REF. PB 34 PG 61 30' SEWER EASEMENTREF. PB 48 PG 3230' SEWER EASEMENTEIP EIP TO BURLINGTON10' UTILITY EASEMENT10' UTI LI TY EASEMENT10' UTILITY EASEMENT10 ' DRAINAGE EASEMENT 10' UTILITY EASEMENT15' SEWER EASEMENT DRAINAGE EASEMENT 30' WATER LINE & 10' UTILITY EASE MENT 10' X 70' SEWOODS 18" RCP JB POSSIBLE END UNKNOWN18" RCP CBCBCABLE WIREVALERIE J. GARCIA JESUS E. GARCIA, JR. MARIA C. JONES CHRISTOPHER P. JONES SHEILA J. HARRIS JOSEPH W. HARRIS ANN L. STADLER VIRGIL L. STADLER RALPH EVANS DELORES L. McFARLING GEORGE T. McFARLING, IIIFRANK FULLERRHONDA W. MILES CLARENCE R. MILES, JR.HEATHER A. STEINTIMOTHY A. STEINTHE OAK GROUP, LLCLILLIAN D. GERRINGER, ETALREF DB 299 PG 274ACCESS EASEMENTREF DB 299 PG 274ACCESS EASEMENT8' GRLIFE ESTATE MARY E. PUTNAM EIP EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'60.00'EXISTING R/WEXISTING R/W50.00' EXISTING R/W EXISTING R/WEXISTING R/W60.00' ESTATE KINNIE H. LOY EIP 6 LT 8" VC8" VC 20" DI20" DI8" VCEIP EIP EIP BRIDGE #3 WOODDURHAM STREET EXTENSION SR 1529 DURHAM MEADOWS DRIVE 30' BSTLITTLE JOHN LANE SR 1666 20' BSTDURHAM STREET EXTENSION SR 1529 20' BSTCONC CONC CONC CONC CONC14' GR11' GR WOODS -L--Y--Y1-10+0015+001 2 3 4 REMOVE 15"RCP-IV 15" RETAIN RETAIN RETAIN ( Not to Scale) RIP-RAP AT EMBANKMENT FROM STA. 14+05 TO STA. 14+28 -L- RT DETAIL D Grade Ditch 1.5' GEOTEXTILE Geotextile= 15 sy Type of Liner= 9 TONS,CL I Rip-Rap 10'min. 1.0'min.15"LATERAL 'V' DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. FROM STA. 14+82 TO STA. 15+41 -L- LT Slope Fill Type of Liner= CL B Rip-Rap b= 3 Ft. Max. d= 1 Ft. Min. D= 1 Ft. DETAIL B Ground Natural Geotextile Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 10+75 TO STA. 11+20 -Y2- LT FROM STA. 12+58 TO STA. 13+00 -L- RT DETAIL C Min. D= 1 Ft. Ground Natural Slope Ditch Front TB 2GI TB 2GI 2 ELBOWS 15" W/ ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 2:1 1"/Ft. FROM STA. 14+28 TO STA. 15+54 -L- RT DETAIL A b= 3 Ft. B= 2 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ELB ELB HH DI T T 12" RCP 12" RCP 36" SPLIT RAIL 2SBKD 1SBKD 12" RCP 12" RCP 1SFD CONCCONC 42" VINYL GRACEWOOD CTSR 1547 (ROUTH RD) TO NC 87 TO NC 87 20' PAVED 20' PAVED 20' PAVED SUSAN GRACE SUSAN GRACE RAYNELLE D. ISLEY EIP EIP EIP EIP EIPEIP 60.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'EXISTING R/W EXISTING R/W and wife JULIE S. ALLGEYER JOESPH P. ALLGEYER 60.00'60.00'WS OI L & GRAVE L S OI L & GRAVE LSOIL & GRAVELSOI L & GRAVELS OI L & GRAVE LEXISTING R/WEXISTING R/W11 12 13 14 15 SR 1529 (DURHAM ST EXTENSION) wife MARIE P. CARDWELL LARRY R. CARDWELL and 5 15" REMOVE SEE DETAIL C SPEC. CUT 'V' DITCH F F F F F F F F F F F F F F F F ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)ROADWAY 13+27 to 15+16 -L- X 541 2145 2686 0BRIDGE 13+68 to 14+38 -L- X 2754 136 2890 0TOTAL:3295 2281 5576 0 0 0 0 0NOTE:IMPACTRIPARIAN BUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPESTATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTN.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS ALAMANCE COUNTY SHEET 3 OF 3 PROJECT: WBS # (B-5346)46060.1.1 DATE 06/07/2017Rev. May 2006