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Home My WebLink About20191562 Ver 1_B5664_permit_drawings_BUFFER_20191114_20191114 T V = = INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 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 SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN09/08/99 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NANORH C ROLI N APROFESSIONAL ENGINEER T A RUONDIR .S YEL DARB033023 S E A L 4 JOHNSTON COUNTY TIP PROJECT:B-5664CONTRACT:C203949JOHN LANSFORD, PE KEITH BRIDGERS Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC AIN HT OR LR O CA ROFESSI ON GE NREINE SEALPNA LJO H N C. LANSFO RD15435 Prepared in the Office of: VAUGHN & MELTON ASHEVILLE NC, 28806 1318-F PATTON AVE. FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS END TIP PROJECT B-5664 -L- STA. 38+00.00 BEGIN TIP PROJECT B-5664 -L- STA. 16+00.00 ADT 2016 BEGIN PROJECT END PROJECT TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. P.E. B-5664 45619.3.1 45619.3.1 45619.3.1 R/W CONST 50 MPH = 15,300 5 ON SR 1555 (BARBER MILL ROAD). LOCATION: BRIDGE NO. 500145 OVER SWIFT CREEK .19 .37.41.63.13 .34 .87.54.29.07 .11 .07 .06.09.10.13.0 8.11.08.04 .09.14.49.05.07 .45.15 .12.04.32 .15.10 .31 .0 4.05.05.10 .08 .16 .13.22 .07 .76 .29.16 .13 .07.08 .08.10 .11.18.07.20 .33.03 15551556 1512 169316951694169716961698 1526 15131010181931021846 2200 2932 2933 3103 31113110 31133112 31233124 31193154 31703169316731803181 AcademyLn.Grill HuntClubDr.BentTreeCt.TanglewoodCt.J ose p hine Rd.Rd.Monroe Rd. Govern ment Rd.BarberMillRd.Cleveland Rd.Galaxy Dr.Spaniel LaneSetter PointNathan Dr. Cobey Ct.SapphireCt.Opal Ln. Oak Island Ct.Pea IslandCir.Great Oak Dr.OakTr.EnglishOakLn.TallOakCourt CaledoniaLn.BraemarCir.TaysideSt.RedCloverPl.Dr.DeepCanyonGarnetLn.RockyPl. Way IslandBodie Moonlight Dr. Ln.SparkleSchoolElementaryPolenta Spaniel Lane .28VictorCt..18MajesticDr.Oak3189 .14 3190Tr.ForestGreen SW IFT CREEK 1555 BEGIN BRIDGE END BRIDGE -L- STA. 25+80 +/- -L- STA. 27+20 +/- THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. LENGTH ROADWAY PROJECT = 0.390 MI LENGTH STRUCTURE PROJECT = 0.027 MI TOTAL LENGTH OF PROJECT = 0.417 MI MANAGER, PRIORITY PROJECTS UNIT NCDOT CONTACT: VIRGINIA MABRY NOVEMBER 15, 2016 NOVEMBER 15, 2016 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. 50 50 100 100 2550 2550 2.55 5 10 MARCH 09, 2017 PREL. RDY PLANS SUBMITTAL H-001 4 % * * TTST =1%DUAL 3% COLLECTOR, RURAL FUNC CLASS = MINOR TIER SUB-REGIONAL TO NC 42 (CLEVELAND RD.) TO SR 1010 -Y- STA. 13+90.00 END CONST. (CLAYTON ) TO NC 42 -L- STA. 28+40.91 = -Y- STA. 10+00.00 8 BUFFER IMPACTS PERMIT SWIFT CREEK S WIFT CREE K VICINITY MAP NAD 83/ 2011 BRIDGE NO. 145 SWIFT CREEK S WI F T CREEK174.29' I NV. = 16 9 .8 2'INV . = 17 1 . 6 0'INV . = MTL MTL B5664-2 SEAT ELEV. 2 4 " HD P E MTL BARBER MILL ROAD (SR 1555) 10.5' S OIL D RI V E WOODS WOODS WOODS WOODS WOODS WOODS WOODS 2 SEAT ELEV. WILLARD MORRIS BEDDINGFIELD, JR. WILLIAM DOUGLAS PARKER, JR. 171.29' 171.27' 171.29' SEAT ELEV. 171.23' -EL- -EL- 23' PAVED ROADWAY NC GRI DNAD 8 3 NA 2 0 1 1 GRAVEL GRAVEL 60" CHL 60" CHLWOODS WOODS WOODS WOODS WOODS 15" CMP BL-99 GRASS F.S. WILTON WILLIAM DOUGLAS PARKER, JR. ELEV. = 173.98' BL STATION 4+91.63' 67' LEFT BENCH TIE SET IN 12" OAK BM 2 ELEV. = 171.79' BL STATION 8+30.00' 26' LEFT BENCH TIE SET IN 18" PINE BM 1 T9 10 1112 13 60.00' EXISTING R/W EXISTING R/W 14 CONC WW CONC WW CONC WW CONC WW BST 22' SOIL 13' 15" RCP BL-103EXISTING R/W60.00' EXISTING R/W EDWIN T. BENTON FAMILY TRUST020250102025025025030201000102TYPE III TYPE III TYPE III TYPE IIIEXISTGREU TL-3 GREU TL-3 036.67'TYP.RETAIN EXIST. R/W RETAIN EXIST. R/W Exist. R/W +28.00 -L-131.00' Lt.+10.00 -Y-120.00' Lt.100.00',+31.00 -Y- 1 2 3 4 50.00' Rt. +00.00 -L- TB 2GI TB 2GI 15" RCP-IV RETA IN ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 26+57 TO STA. 27+14 -L- LT FROM STA. 26+67 TO STA. 27+19 -L- RT DETAIL 6 Grade Ditch 2 GEOTEXTILE Geotextile= 250 SY (Each) Type of Liner= 200 TONS (Each),CL 'II' Rip-Rap 10'min. 1.0'min. SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP TO ELEV.=172.0 CL. 'II' RIP RAP EXCAVATION REMOVE EXISTING BRIDGE +50 -L- RT BEGIN SBG FROM STA. 23+80 TO STA. 24+50 -L- LT Fill Slope2:1 or Flatter b=5.0 Ft. d=2.0 Ft. Type of Liner= Cl. 'II' Rip-Rap b DETAIL 5 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile SEE DETAIL 3 SPECIAL CUT 'V' DITCH SEE DETAIL 7 CLASS 'I' RIP RAP SPECIAL 2-FT BASE CUT DITCH EST 5 SYGF EST. 1 TON CL. 'B' RIP RAP ELBOWS15" W/EXISTING BRIDGE 3:1 STA. 24+00FLOODPLAIN NATURAL GROUND NATURAL GROUND EMBANKMENT EXISTING ROADWAY EMBANKMENT EXISTING ROADWAY EXISTING CHANNEL (RETAIN BELOW ELEV. 165.0) PROTECTION ABOVE ELEV. 165.0 REMOVE EXISTING CONCRETE SLOPE SOUTH ABUTMENT SLOPE TO NG; EST. 2900 CY TO NG ELEV. 165.0 - PROVIDE 3:1 EMBANKMENT TO STA. 24+00 AND EXCAVATE EXISTING ROADWAY ELEV. 165.0 (NOT TO SCALE) EMBANKMENT EXCAVATION DETAIL DETAIL 9 SEE DETAIL 5 TOE PROTECTION CL. 'II' RIP RAP Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 27+19 TO STA. 29+00 -L- RT DETAIL 3 Min. D=1.0 Ft. Ground Natural Slope Ditch Front d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 27+14 TO STA. 27+94 -L- LT DETAIL 7 B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner=CL.'I' Rip-Rap Est. 134 Tons 138 S.Y. Geo. Ground Natural Ditch Slope Front Geotextile SEE DETAIL 9 PROVIDE 3:1 SLOPE BACK TO NG. TO STA. 24+00 AND TO NG ELEV. 165.0. EXCAVATE EXISTING ROADWAY EMBANKMENT ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 1 SITE 2 SITE 3 GRAPHIC SCALE 0'50'100'150'50' SHEET 2 OF 9 PERMIT DRAWING BRIDGE NO. 500145 PI Sta 28+70.52 D L = 1,781.17' T = 930.28' R = 2,500.00' -L- SE = 0.03 STRUCTURE & APPROACH RELATIONSHIP TYPE III TYPE III 36'S WIF T C R E E K 18'18'TYPE III TYPE III 36'TL-3 TYPE 35048'10"OTOREVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$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 & BUFFER IMPACTS PERMIT B-5664 4 F F FFF FF FF F F F F F F F F F F F F C C C C C C F C F F F 1 4 915 0 1 5 1 152153 153153153153153153153154154154154154154 154154155155155155 155 155 155155155155155 156156156156156156157157157 157157157 1571 5 7 1 5 7 1 5 7 158158158158 158158158158158 158158159159159159 159159159159159159159 1591 5 9 1 5 9 1601601601 6 0 160160 160160160160160160160160160160160160160 160 160160160 161161161161161161161161161161 1611611611 6 1162162162162162162 162 1621621621621 6 2 1621 6 2 1 6 3 163163163163 163163163 163163163163 163 163163163164164164 164 1641641641641641641641641641 6 41641641641641 6 4 164164164 1641 6 4 165165165165165165165165 165 165 165 165 165165 165 165165 1651 6 51651651 6 5165 1 6 5165 1651651651651651651651 6 5 165165165165 166166 166166166 166 166 166166166 166 1 6 6166 166166 16 6166167167167 167167 167 167167167167 167167 167 168168168 168168168168168 168 168168168 169169169 169169169169169 169 169169169 169169169 169169 1 6 9 1 6 9 17017017017017 0 170170170170170170170170170 170 170 170 170170170171 171171171 171 171171171171171172172172172172172172 172 172 1 7 2 173173173173173 173 1741 7 4 174174 174174175175 175175175175 175 1 7 5 175 175 176176176176 176176176177177177 1771 7 7 177 177 177178178178 1781 7 8 179179 180180180 180 180181182184184BRIDGE NO. 145 SWIFT CREEK S WI F T CREEK174.29' I NV. = 16 9 .8 2'INV . = 17 1 . 6 0'INV . = MTL MTL B5664-2 SEAT ELEV. 2 4 " HD P E MTL BARBER MILL ROAD (SR 1555) 10.5' S OIL D RI V E WOODS WOODS WOODS WOODS WOODS WOODS WOODS 2 SEAT ELEV. WILLARD MORRIS BEDDINGFIELD, JR. WILLIAM DOUGLAS PARKER, JR. 171.29' 171.27' 171.29' SEAT ELEV. 171.23' -EL- -EL- 23' PAVED ROADWAY NC GRI DNAD 8 3 NA 2 0 1 1 GRAVEL GRAVEL 60" CHL 60" CHLWOODS WOODS WOODS WOODS WOODS 15" CMP BL-99 GRASS F.S. WILTON WILLIAM DOUGLAS PARKER, JR. ELEV. = 173.98' BL STATION 4+91.63' 67' LEFT BENCH TIE SET IN 12" OAK BM 2 ELEV. = 171.79' BL STATION 8+30.00' 26' LEFT BENCH TIE SET IN 18" PINE BM 1 T9 10 1112 13 60.00' EXISTING R/W EXISTING R/W 14 CONC WW CONC WW CONC WW CONC WW BST 22' SOIL 13' 15" RCP BL-103EXISTING R/W60.00' EXISTING R/W EDWIN T. BENTON FAMILY TRUST020250102025025025030201000102TYPE III TYPE III TYPE III TYPE IIIEXISTGREU TL-3 GREU TL-3 036.67'TYP.RETAIN EXIST. R/W RETAIN EXIST. R/W Exist. R/W +28.00 -L-131.00' Lt.+10.00 -Y-120.00' Lt.100.00',+31.00 -Y- 1 2 3 4 50.00' Rt. +00.00 -L- TB 2GI TB 2GI 15" RCP-IV RETA IN ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 26+57 TO STA. 27+14 -L- LT FROM STA. 26+67 TO STA. 27+19 -L- RT DETAIL 6 Grade Ditch 2 GEOTEXTILE Geotextile= 250 SY (Each) Type of Liner= 200 TONS (Each),CL 'II' Rip-Rap 10'min. 1.0'min. SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP TO ELEV.=172.0 CL. 'II' RIP RAP EXCAVATION REMOVE EXISTING BRIDGE +50 -L- RT BEGIN SBG FROM STA. 23+80 TO STA. 24+50 -L- LT Fill Slope2:1 or Flatter b=5.0 Ft. d=2.0 Ft. Type of Liner= Cl. 'II' Rip-Rap b DETAIL 5 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile SEE DETAIL 3 SPECIAL CUT 'V' DITCH SEE DETAIL 7 CLASS 'I' RIP RAP SPECIAL 2-FT BASE CUT DITCH EST 5 SYGF EST. 1 TON CL. 'B' RIP RAP ELBOWS15" W/EXISTING BRIDGE 3:1 STA. 24+00FLOODPLAIN NATURAL GROUND NATURAL GROUND EMBANKMENT EXISTING ROADWAY EMBANKMENT EXISTING ROADWAY EXISTING CHANNEL (RETAIN BELOW ELEV. 165.0) PROTECTION ABOVE ELEV. 165.0 REMOVE EXISTING CONCRETE SLOPE SOUTH ABUTMENT SLOPE TO NG; EST. 2900 CY TO NG ELEV. 165.0 - PROVIDE 3:1 EMBANKMENT TO STA. 24+00 AND EXCAVATE EXISTING ROADWAY ELEV. 165.0 (NOT TO SCALE) EMBANKMENT EXCAVATION DETAIL DETAIL 9 SEE DETAIL 5 TOE PROTECTION CL. 'II' RIP RAP Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 27+19 TO STA. 29+00 -L- RT DETAIL 3 Min. D=1.0 Ft. Ground Natural Slope Ditch Front d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 27+14 TO STA. 27+94 -L- LT DETAIL 7 B= 2 Ft. Max. d= 1.5 Ft. Min. D= 1.5 Ft. Type of Liner=CL.'I' Rip-Rap Est. 134 Tons 138 S.Y. Geo. Ground Natural Ditch Slope Front Geotextile SEE DETAIL 9 PROVIDE 3:1 SLOPE BACK TO NG. TO STA. 24+00 AND TO NG ELEV. 165.0. EXCAVATE EXISTING ROADWAY EMBANKMENT ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 1 SITE 2 SITE 3 GRAPHIC SCALE 0'50'100'150'50' SHEET 3 OF 9 PERMIT DRAWING BRIDGE NO. 500145 PI Sta 28+70.52 D L = 1,781.17' T = 930.28' R = 2,500.00' -L- SE = 0.03 STRUCTURE & APPROACH RELATIONSHIP TYPE III TYPE III 36'S WIF T C R E E K 18'18'TYPE III TYPE III 36'TL-3 TYPE 35048'10"OTOREVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED License: C-2197 Fax:919-789-9591 Tel:919-789-9977 Raleigh, NC 27605 1025 Wade Avenue C O N S T R U C T I O N E N G I N E E R I N G & BUFFER IMPACTS PERMIT B-5664 4 F F FFF FF FF F F F F F F F F F F F F C C C C C C F C F F F ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 1 SITE 2 SITE 3 TB 2GI TB 2GI 15" RCP-IV R E TA IN SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP TO ELEV.=172.0 CL. 'II' RIP RAP EXCAVATION REMOVE EXISTING BRIDGE +50 -L- RT BEGIN SBG INV= 166.0 INV= 169.6 TOP= 173.1 INV= 169.7 TOP= 173.2 EST 5 SYGF EST. 1 TON CL. 'B' RIP RAP ELBOWS15" W/SEE DETAIL 5 TOE PROTECTION CL. 'II' RIP RAP SEE DETAIL 9 PROVIDE 3:1 SLOPE BACK TO NG. TO STA. 24+00 AND TO NG ELEV. 165.0. EXCAVATE EXISTING ROADWAY EMBANKMENT TYPE III TYPE III TYPE III TYPE III GREU TL-3 GREU TL-3 6.67'TYP.RETAIN EXIST. R/W RETAIN EXIST. R/W Exist. R/W +28.00 -L- 50.00' Rt. +00.00 -L- BRIDGE NO. 145 SWIFT CREEK S WI F T CREEK174.29' I NV. = 1 6 9 .8 2'INV . = MTL MTL B5664-2 SEAT ELEV. 2 4 " HD P E MTL 10.5' S OI L DRI VE WOODS WOODS WOODS WOODS WOODS 2 SEAT ELEV. WILLARD MORRIS BEDDINGFIELD, JR. WILLIAM DOUGLAS PARKER, JR. 171.29' 171.27' 171.29' SEAT ELEV. 171.23' -EL- -EL- ELEV. = 173.98' BL STATION 4+91.63' 67' LEFT BENCH TIE SET IN 12" OAK BM 2 T60.00' EXISTING R/W EXISTING R/W 14 CONC WW CONC WW CONC WW CONC WW ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 GRAPHIC SCALE 0'50'100'150'50' BRIDGE NO. 500145 2X ENLARGEMENT REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$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 & BUFFER IMPACTS PERMIT B-5664 4 SHEET 4 OF 9 PERMIT DRAWING F F FFF F F C C C C C C F C F F F 15315315315315415415415415415515 5 155 155 155155155155156156156156157157 1571571 5 7 15 7 158158158 158158158 159159 1591601 6 0160160 160160160160160 161161161161162162 162162163163 163163163164164164164 165165165165 1651 6 5 1 6 5165 1651 6 5 165165165165 166166166 166 16 6166 167167 167 168168168 169169 169169 169 1 6 9 170170170170170170 170 171171 171172172172172 1 7 2173 173 174175 1 7 5 176176177 177178180ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SITE 1 SITE 2 SITE 3 TB 2GI TB 2GI 15" RCP-IV R E TA IN SEE DETAIL 6 AT EMBANKMENT CL. 'II' RIP RAP TO ELEV.=172.0 CL. 'II' RIP RAP EXCAVATION REMOVE EXISTING BRIDGE +50 -L- RT BEGIN SBG INV= 166.0 INV= 169.6 TOP= 173.1 INV= 169.7 TOP= 173.2 EST 5 SYGF EST. 1 TON CL. 'B' RIP RAP ELBOWS15" W/SEE DETAIL 5 TOE PROTECTION CL. 'II' RIP RAP SEE DETAIL 9 PROVIDE 3:1 SLOPE BACK TO NG. TO STA. 24+00 AND TO NG ELEV. 165.0. EXCAVATE EXISTING ROADWAY EMBANKMENT TYPE III TYPE III TYPE III TYPE III GREU TL-3 GREU TL-3 6.67'TYP.RETAIN EXIST. R/W RETAIN EXIST. R/W Exist. R/W +28.00 -L- 50.00' Rt. +00.00 -L- BRIDGE NO. 145 SWIFT CREEK S WI F T CREEK174.29' I NV. = 1 6 9 .8 2'INV . = MTL MTL B5664-2 SEAT ELEV. 2 4 " HD P E MTL 10.5' S OI L DRI VE WOODS WOODS WOODS WOODS WOODS 2 SEAT ELEV. WILLARD MORRIS BEDDINGFIELD, JR. WILLIAM DOUGLAS PARKER, JR. 171.29' 171.27' 171.29' SEAT ELEV. 171.23' -EL- -EL- ELEV. = 173.98' BL STATION 4+91.63' 67' LEFT BENCH TIE SET IN 12" OAK BM 2 T60.00' EXISTING R/W EXISTING R/W 14 CONC WW CONC WW CONC WW CONC WW ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 GRAPHIC SCALE 0'50'100'150'50' BRIDGE NO. 500145 2X ENLARGEMENT SHEET 5 OF 9 PERMIT DRAWING REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$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 & BUFFER IMPACTS PERMIT B-5664 4 F F FFF F F C C C C C C F C F F F INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 11 12 13 14 15 16 17 18 19 20 21 22 23 150 160 170 180 190 200 210 220 11 12 13 14 15 16 17 18 19 180 190 200 210 EL. 174.22' -L- STA. 16+00.00 BEGIN GRADE 174.22PI = 17+55.00 EL = 172.38' (-)1.1871%(+)0.0992% VC = 300' K = 233 EL. 189.38' -L- STA. 13+90.00 END GRADE EL. 182.02'' -L- STA. 10+18.00 BEGIN GRADE 182.02PI = 10+60.00 EL = 183.70' (+)4.0000% VC = 75' K = 22 PI = 12+90.00 EL = 184.98' (+)0.5565% (+)4.4000% VC = 200' K = 52 189.385/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 6B-5664 10/14/2019...\PSH\500145_hyd_pfl_permits.dgnUSER:jtwDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE NO. 500145 -Y- -L- DS = 30 MPH DS = 35 MPH DS = 50 MPH SHEET 6 OF 9 PERMIT DRAWING BUFFER IMPACTS PERMIT (+)3.120% (+)0.933%ELEV.=178.95PI STA.=10+50 RTBEGIN DITCH GRADE(+)2.000%ELEV.=179.65PI STA.=11+25 RTELEV.=183.15PI STA.=13+00 RTELEV.=186.27PI STA.=14+00 RTEND DITCH GRADE 23 24 25 26 27 28 29 30 31 32 33 34 35 36 160 170 180 190 200 210 220 36 37 38 39 40 200 210 220 172.92PI = 24+10.00 EL = 173.03' (+)0.0992%(+)1.9181% VC = 180' K = 99 PI = 31+55.00 EL = 187.32' (+)1.9181%(+)2.8061% VC = 120' K = 135 199.81PI = 36+50.00 EL = 201.21' (+)2.8061%(+)3.5333% VC = 120' K = 165 199.81206.51END GRADE EL 206.51' -L- STA. 38+00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7 10/14/2019...\PSH\500145_hyd_pfl_permits.dgnUSER:jtwDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION B-5664 BRIDGE NO. 500145 -L- -L- DS = 50 MPH DS = 50 MPH DS = 50 MPH SHEET 7 OF 9 PERMIT DRAWING BUFFER IMPACTS PERMIT EG LT EG LT EG RT EG RT 1.5:1C LIMITED BY BEDROCK ELEVATION THEORETICAL 100yr SCOUR CRYSTALLINE ROCK IN STREAM BED AT ELEV. 140.7 (EXISTING BRIDGE SITE) LOW SIDE LOW CHORD 90 DEGREE SKEW ON 4'-0" E.B. CAPS 1@100' 39" BOX BEAM 2@60' 24" CORED SLAB GP ELEV.=176.58' L STA. 25+95 -L- EST. 105 SYGF EST. 113 TONS 2-FT THICK CLASS 'II' RIP RAP (+)4.690%ELEV.=193.74PI STA.=35+90 RTBEGIN DITCH GRADE(+)4.733% ELEV.=203.68 PI STA.=38+00 RT END DITCH GRADE ELEV.=196.32PI STA.=36+32 LTBEGIN DITCH GRADEELEV.=204.20 PI STA.=38+00 LT END DITCH GRADE (+)4.260%ELEV.=179.62 PI STA.=29+00 RT END DITCH GRADE ELEV.=171.91 PI STA.=27+19 RT BEGIN DITCH GRADE ELEV.=175.87 PI STA.=27+14 LT BEGIN DITCH GRADE ELEV.=177.90 PI STA.=27+94 LT END DITCH GRADE (+)2.538% PROVIDE 3:1 SLOPE TO NG TO NG ELEV. 165.0; EST. 1210 CY EMBANKMENT TO STA. 24+00 AND EXCAVATE EXISTING ROADWAY EXISTING BRIDGE (+)2.460% ELEV.=192.14 PI STA.=34+00 LT END DITCH GRADE ELEV.=190.91 PI STA.=33+50 LT BEGIN DITCH GRADE ELEV.=194.94 CL STA.=36+10 24" RCP-IV PROPOSED ELEV.=178.95 PI STA.=28+80 LT BEGIN DITCH GRADE ELEV.=188.11 PI STA.=32+50 LT END DITCH GRADE (+)2.094% (+)4.733%ELEV.=182.51PI STA. 30+50 LT(+)2.800%2:1EST. 80 CY EXCAVATION2:1EST. 450 SYGF EST. 400 TONS 2-FT THICK CLASS 'II' RIP RAP Site Station StructureNo. (From/To) Size / Type1 26+28 -L- LT TOX 431 1681 211227+19 -L- LT2 25+00 -L- LT TO X 4801 3153 795426+16 -L- RT3 26+46 -L- LT TO X 5174 3579 875327+28 -L- RT10406 8413 18819 0 0 0 0 0NOTES:Revised 2018 Feb SHEET 8OF9BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEJOHNSTON COUNTYB-5664 BRIDGE 145 REPLACEMENT45619.3.1ALLOWABLE MITIGABLE11/14/2019ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2) ZONE 1 (ft2)ZONE 2 (ft2)0 0Notes: No wetlands on this project.Revised 2018 Feb SHEET 9OF9WETLANDS IN BUFFER IMPACTS SUMMARY45619.3.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/14/2019JOHNSTON COUNTYB-5664 BRIDGE 145 REPLACEMENTWETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:Rev. Jan 2009