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Home My WebLink About20171285 Ver 1_Build Maps_20171010(Version 2.03; Released October 2015)46105.1.1TIP No.:B-5390County(ies):Cleveland Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year: Existing:Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Supplemental Classification: wooded,rual,residential.0.40.2miProject DescriptionProposed ProjectBroadRiver Basin(s): City/Town:0.50 acTypical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nopajordan@ncdot.govAddress:ClevelandAndy Jordan, PERALEIGH,NC 27610WBS Element:Bridge ReplacementWBS Element:EMMANUEL AKPUOGUNCDOT Contact:919-707-6729RALEIGH,NC 27610Contractor / Designer:919-707-67051020 BIRCH RIDGE RDNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 BIRCH RIDGE RDAddress:General Project InformationB-539046105.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)B-5390 is the planned replacement of Bridge #31 in Cleveland county. Minimal lane widening is planned in the immediate brg replacement. The brg lies within the Broad river basin. The proposed structure will be a single span 72" MBT with a total length of 130' and a width of 30' out to out and will replace a multiple span, 105' bridge. Horizontal deck drains are used at a minimum space of 3'. No wetland is impacted. No buffer zones. Single span bridge. 2:1 Side slopes utilized .Existing/natural oufalls maintained to the extent practicable.NE quad embarkment rip rap used to transfer storm water to the creek. All shoulders and side slopes will be vegetated. Proposed class II rip rap on stream banks where existing Abutments will be removed on North side. Grass will be utilized on ditches except on steep stream banks. Pipe outlets on south side tie to stable outfalls. Deck drains in over banks only. N/ABuffer Rules in Effect:NoneTwo lane roadway with 11' of travel lane and 4' of dirt shoulderWaterbody InformationNCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Two lane roadway with 9.5' of travel lane and approximately 3' of dirt shoulder.eakpuogu@ncdot.govProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) MUDDY FORK CREEK GRADING, PAVING, DRAINAGE AND STRUCTURE 2550100502550100505102010 46105.1.1PE09/08/99 B-5390See Sheet 1-A For Index of Sheets$$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-5390CLEVELAND CO.GASTON CO.GASTON CO.CLEVELAND CO.StubbsWacoPointStonyKing's MtnReservoirVICINITY MAPOFF-SITE DETOURBEGIN BRIDGEEND BRIDGESee Sheet 1-B For Conventional SymbolsDamLakeSellersAPRIL 21, 2017APRIL 17, 2018LENGTH OF ROADWAY TIP PROJECT B-5390 = LENGTH OF STRUCTURES TIP PROJECT B-5390 = TOTAL LENGTH OF TIP PROJECT B-5390 = 0.172 MI.0.025 MI.0.147 MI.TOBE BRIDGE RD. TO OLD POST RDTO MARY GROVE CHURCH RD-Y- SR 2003BRIDGES CIR. TO TOBE BRIDGE RD. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD III.A DESIGN EXCEPTION WILL BE REQUIRED FOR THE MINIMUM HORIZONTAL CURVE RADIUS AND HORIZONTAL SSD.BRIDGE 31 OVER MUDDY FORK CREEK ON SR 2002SR 2008SR 2010SR 2009SR 2012SR 2011SR 1001SR 2008SR 2006 SR 1416SR 1417SR 2002SR 2003SR 1918SR 2070MuddyFork CreekSR10011425SR2654SR2005SR2004SR2002SRSR 2075SR20012007SRSR2012SR20152013SRSR20122009SRSR20702069SRMAINLINECSXSR19161915SR1915SRSITEPROJECT CLEVELAND COUNTY SR 2002-L--L- STA. 11+40.00BEGIN TIP PROJECT B-5390-L- STA. 20+50.00END TIP PROJECT B-5390-Y- STA. 11+40.00BEGIN CONSTRUCTION-L- STA. 17+55-L- STA. 16+251668* TTST =1%DUAL =4%KRURAL COLLECTORGARY R. LOVERING, PEBRYAN C. KEY PE46105.2.1R/W, UTILR/W PLAN S2038 WETLAND AND SURFACE WATER IMPACTS PERMITSHEET _1_ OF _8_PERMIT DRAWING DTV======1214 1060 550%%MPHADTADT2018% *FUNC CLASS =SUB REGIONAL TIERDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED000PROFILE (HORIZONTAL) BRSTP-2002(1) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET1DESIGN DATAPrepared in the Office of:SIGNATURE:SIGNATURE:P.E.P.E.DIVISION OF HIGHWAYS2012 STANDARD SPECIFICATIONSPROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGNLOCATION: TYPE OF WORK:DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA0001000 Birch Ridge Dr., Raleigh NC, 27610ARTMENNASOHDEPTOFTRAS P OR T T IO N TATE OFNRTCAROLINADamLakeSellers150150216SITE 1SITE 1R:\Hydraulics\PERM ITS_Environm ental\Drawings\B-5390_Rdy_tsh.dgneakpuogu5/12/2017 N AD 83 N A 2011NC G RID REMOVE18" RCPRetain ExistingREMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IVEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPccEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAP15"(SEE DETAIL B)SPECIAL LATERAL 'V' DITCHTB 2GITB 2GI1.5:1GRAPHIC SCALE0'20'40'60'20'TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SHEET _2_ OF _8_PERMIT DRAWINGSITE 1CLASS B RIP RAPCLASS B RIP RAPBLOCK MORE THAN 50% OF THE STREAM CHANNELCAUSEWAY CONSTRUCTION MUST BE PHASED INORDER TO NOTSSSURFACE WATERDENOTES IMPACTS INSITE 1(RIP RAP CLASS II)BANK STABILIZATION15+00 20+00 1010AT-1TYPE-IIITYPE-IIITYPE-IIITYPE-IIIAT-1 GRAU 350 TL-3GRAU 350 TL-3+50.0057.00'+18.0050.00'EX R/W90.00'+23.0075.00'61.00'75.00'+34.0060.00'75.00'+50.0075.00'90.00'+39.00MUDDY FORK CREEK BRIDGES CIRCLE SR 2003TO OLD POST RDTOBE BRIDGE RD SR 2002 RDGRV GRV GRV15" RCP12" RCP24" RCPTTT18" RCPGUY18" RCP18" RCP 24" CMP18 " RCP 18" R C PWET AREABRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL 8.0' SOIL 12" CMPTO HOUSE T R A IL E R TO OLD POST RDTO MARY GROVE CHURCH RDTOBE BRIDGE RD SR 2002GRVHTRWELLGRVSSGUYSOILHTR1SFD1SBKDSSTOBE BRIDGE RD SR 2002202FIELD FLAGSSEPTIC DRAINREMOVE18" RCPRetain ExistingEST 8 SY GEOTEXTILEEST 2.1 TONSREMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IVcc15"TB 2GITB 2GISITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4B-5390$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDN AD83/N A2011NC G RID BCK 7/19/2017R/W Rev. - Changed part of DUE to AUE on Parcels 3 and 5 to avoid septic drain fields. PUE and TCE also removed from Jake R. Whitworth Heirs to eliminate impacts to former Parcel 4. MUDDY FORK CREEK BRIDGES CIRCLE SR 2003TO OLD POST RDTOBE BRIDGE RD SR 2002 RDGRV GRV CONCWOOD GRV15" RCP12" RCP24" RCPTINV=804.85'INV=806.83'INV=779.44'INV=782.41'INV=776.47'INV=772.65'INV=773.17'INV=775.51'INV=771.80'INV=772.58'INV=786.41'INV=785.02'TT18" RCPINV=816.33'INV=814.97'GUY18" RCP18" RCP 24" CMP18 " RCP 18" R C P-EL--EL-12345678910CONC.CONC.WET AREAGOLDENE W. KEEBLONDIE CHAMBERSSANDRA BRIDGES DUNLAPJAKE R. WHITWORTH HEIRSCATHERINE S. WHITWORTHGROVER LEE WHITWORTH, JR. et uxDB 16R PG 591NISHIE ANN WHITWORTHCATHERINE S. WHITWORTHWHITWORTH, JR. et uxGROVER LEEFRANCES GRIGGS HAYNESFRANCES GRIGGS HAYNESDeVAUGHAN HOWELLDeVAUGHAN HOWELLDeVAUGHAN HOWELLDeVAUGHAN HOWELLBRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWTOMMY D. LAWSONABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL 8.0' SOIL 12" CMPTO HOUSE T R A IL E R -EY1-TO OLD POST RDTO MARY GROVE CHURCH RDTOBE BRIDGE RD SR 2002HTRWELLGRVSSGUYSOILHTR1SFD1SBKDSSTOBE BRIDGE RD SR 20021718FIELD FLAGSSEPTIC DRAINBM #1+50.0057.00'+18.0050.00'EX R/W90.00'+23.0075.00'61.00'75.00'+34.0060.00'75.00'+50.0075.00'90.00'+39.00REMOVE18" RCPRetain ExistingEST 8 SY GEOTEXTILEEST 2.1 TONSFlatter 4:1 orD( Not to Scale)SPECIAL CUT DITCHDETAIL AGroundNaturalSlopeDitchFrontMin. D= 1.0'REMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IV( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA.17+50 LT TO STA.20+00 LT -L-Min. D= 1Ft.DETAIL BGroundNaturalSlopeFillFROM STA. 11+50 LT TO STA. 16+00 LT. -L-EST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPccEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAP15"2:1(SEE DETAIL A)SPECIAL CUT DITCH(SEE DETAIL B)SPECIAL LATERAL 'V' DITCHTB 2GITB 2GIMaxi m u m 2:1 TO BEG. BRG LT/RTSBG FROM -L- STA. 15+95 ( Not to Scale)VERTICAL ABUTMENTSREMOVE EXISTING SEE DETAIL CVERTICAL ABUTMENTS REMOVE EXISTINGEXISTING CHANNELDETAIL CEMBANKMENT EXCAVATION DETAILEST 432 CY DDEELEV. 759' EXCAVATE TO 1.5:13:1EST 110 CY DDEEXCAVATEVEGETATE EST 129 TONSCLASS II RIP RAPGEOTEXTILEEST 130 SYSITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-CCCCFCCFCFFFCFFFCCCCCCFFFFFFCCCCCFFF REMOVE18" RCPRetain ExistingREMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IVEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPccEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAP15"(SEE DETAIL B)SPECIAL LATERAL 'V' DITCHTB 2GITB 2GI1.5:1GRAPHIC SCALE0'20'40'60'20'TSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SHEET _3_ OF _8_PERMIT DRAWINGSITE 1CLASS B RIP RAPCLASS B RIP RAPBLOCK MORE THAN 50% OF THE STREAM CHANNELCAUSEWAY CONSTRUCTION MUST BE PHASED INORDER TO NOTSSSURFACE WATERDENOTES IMPACTS INSITE 1(RIP RAP CLASS II)BANK STABILIZATION15+00 20+00 1010AT-1TYPE-IIITYPE-IIITYPE-IIITYPE-IIIAT-1 GRAU 350 TL-3GRAU 350 TL-3+50.0057.00'+18.0050.00'EX R/W90.00'+23.0075.00'61.00'75.00'+34.0060.00'75.00'+50.0075.00'90.00'+39.00MUDDY FORK CREEK BRIDGES CIRCLE SR 2003TO OLD POST RDTOBE BRIDGE RD SR 2002 RDGRV GRV GRV15" RCP12" RCP24" RCPTTT18" RCPGUY18" RCP18" RCP 24" CMP18" RCP 18" R C PWET AREABRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL 8.0' SOIL 12" CMPTO HOUSE T R A IL E R TO OLD POST RDTO MARY GROVE CHURCH RDTOBE BRIDGE RD SR 2002GRVHTRWELLGRVSSGUYSOILHTR1SFD1SBKDSSTOBE BRIDGE RD SR 2002202FIELD FLAGSSEPTIC DRAINREMOVE18" RCPRetain ExistingEST 8 SY GEOTEXTILEEST 2.1 TONSREMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IVcc15"TB 2GITB 2GISITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4B-5390$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDN AD83/N A2011NC G RID BCK 7/19/2017R/W Rev. - Changed part of DUE to AUE on Parcels 3 and 5 to avoid septic drain fields. PUE and TCE also removed from Jake R. Whitworth Heirs to eliminate impacts to former Parcel 4.755755756 756756757 757757 757 757 757758758 7587587587587 5 8 758 75 8 759 759 759 759 759759759759 759 759 760 760 760 760 760 760 7 6 0 760760760760760760760760 760760 760761 761 761761 761761761761 76176276 2 762 7 6 2 762762762762 762763763 763 763 763 763763763763 763764764764 764 764764 764764764764765765765765765765765 7 6 5765765 765 765 765 765765765765765765765765765766766766766766766766 766766766766766 766766767 767767767 767767767767 7677677677677 67 767767767767767767768 768768 768768 768768768768 768768768768768768769 769769 769769769769 76976976976976 9 7 6 9769 769 770 770 770 770770 770770770770770770770770770 770770770770770770770770770771 771 771771771771771771 771771771771772 772 772772772772772772 772772772773773773773 773773773773 773773773774774774774 774774774 774774 774774774774775775 775775775775775775775775775775 775 775775775775775775775775775775775775775775 776776776 776776776776776 776776776776776776 776776777777777 777777777777 777777777777777777777777777778778 778778778778778778 778778778778778778778778778 778778779779779779779779779779779 779779779779779780 7 8 0780780780 780780780780780780780780780780780780780 780780780780780780780780780780780 781781781781781781781 781781781781781782782782 782782782 782782782782782782 783783783783783783 783783783783783784784784784784784784 78478478478478 4 784785785785785 785785785785785 785785 785 785785785785785785785785785786786786786786786786 786786786786 786787787787787 787787787 787787787787787788788788788788788 788788788788789789789789789789 789789789789790790 790 790790790790790790790790790790 790790790790790790790790791791791791791791791791791791 791791792792792792792792 792792792792793 793793793793 793793793793794794794794794 794794794794 794795795 795795795795795795795795 795795795795795795796796796796 796796796797797797797 797797797797798798798798 798798798798 798799799799799 799799799799800800800800800800800800 800800800800800800800800801801801801 801801801802802802 802802802802803803803 803803803804804804 804804804805805805805805 805805805805805805805806806 806806806806806807807 807807807807807807808808 8088088088 0 8 808808809809 809809809809810810810810810 810810810810810810810811811 811811812812812812 812 812812813813813813 813813 814814814814 814 814815815815815 815815815 815 816816 816 817817817 818818818818 819819819 819819820820 820 820 820821821822822823823824 824825825826827 828MUDDY FORK CREEK BRIDGES CIRCLE SR 2003TO OLD POST RDTOBE BRIDGE RD SR 2002 RDGRV GRV CONCWOOD GRV15" RCP12" RCP24" RCPTINV=804.85'INV=806.83'INV=779.44'INV=782.41'INV=776.47'INV=772.65'INV=773.17'INV=775.51'INV=771.80'INV=772.58'INV=786.41'INV=785.02'TT18" RCPINV=816.33'INV=814.97'GUY18" RCP18" RCP 24" CMP18" RCP 18" R C P-EL--EL-12345678910CONC.CONC.WET AREAGOLDENE W. KEEBLONDIE CHAMBERSSANDRA BRIDGES DUNLAPJAKE R. WHITWORTH HEIRSCATHERINE S. WHITWORTHGROVER LEE WHITWORTH, JR. et uxDB 16R PG 591NISHIE ANN WHITWORTHCATHERINE S. WHITWORTHWHITWORTH, JR. et uxGROVER LEEFRANCES GRIGGS HAYNESFRANCES GRIGGS HAYNESDeVAUGHAN HOWELLDeVAUGHAN HOWELLDeVAUGHAN HOWELLDeVAUGHAN HOWELLBRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWTOMMY D. LAWSONABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL 8.0' SOIL 12" CMPTO HOUSE T R A IL E R -EY1-TO OLD POST RDTO MARY GROVE CHURCH RDTOBE BRIDGE RD SR 2002HTRWELLGRVSSGUYSOILHTR1SFD1SBKDSSTOBE BRIDGE RD SR 20021718FIELD FLAGSSEPTIC DRAINBM #1+50.0057.00'+18.0050.00'EX R/W90.00'+23.0075.00'61.00'75.00'+34.0060.00'75.00'+50.0075.00'90.00'+39.00REMOVE18" RCPRetain ExistingEST 8 SY GEOTEXTILEEST 2.1 TONSFlatter 4:1 orD( Not to Scale)SPECIAL CUT DITCHDETAIL AGroundNaturalSlopeDitchFrontMin. D= 1.0'REMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #31EST 7 SY GEOTEXTILEEST 2.0 TONS15" RCP-IV 15" CSP COLLAR AND EXTEND18" RCP-IV RETAIN 18" RCP15"30" RCP-IV( Not to Scale)SPECIAL LATERAL 'V' DITCH2:1DFROM STA.17+50 LT TO STA.20+00 LT -L-Min. D= 1Ft.DETAIL BGroundNaturalSlopeFillFROM STA. 11+50 LT TO STA. 16+00 LT. -L-EST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPccEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAP15"2:1(SEE DETAIL A)SPECIAL CUT DITCH(SEE DETAIL B)SPECIAL LATERAL 'V' DITCHTB 2GITB 2GIMaxi m u m2:1 TO BEG. BRG LT/RTSBG FROM -L- STA. 15+95 ( Not to Scale)VERTICAL ABUTMENTSREMOVE EXISTING SEE DETAIL CVERTICAL ABUTMENTS REMOVE EXISTINGEXISTING CHANNELDETAIL CEMBANKMENT EXCAVATION DETAILEST 432 CY DDEELEV. 759' EXCAVATE TO 1.5:13:1EST 110 CY DDEEXCAVATEVEGETATE EST 129 TONSCLASS II RIP RAPGEOTEXTILEEST 130 SYSITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757 758759 759 760 760 -L--L--L-CCCCFCCFCFFFCFFFCCCCCCFFFFFFCCCCCFFF 750V = 45 mphDV = 40 mphD75076077078079080075076077078079080010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00-L-PI = 13+85.00EL = 777.23'(-)4.8735%VC = 480'K = 79PI = 19+05.00EL = 783.65'(+)1.2346%(+) 5.779 3 %VC = 290'K = 64750760770780790PI = 11+90.00EL = 780.19'V = 40 mphDK = 5010+0011+0012+00DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER5B-5390$$$$USERNAM E$$$$DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED-Y-(+)4.5200%(+)6.5056%VC = 100'7507607707807901.5:1APPROX. 80 CY EXCAVATE TO EL. 769.0'EXCAVATE HATCHED AREAAPPROX 77 CYEXCAVATE TO EL. 768.0'EXCAVATE HATCHED AREACLASS II RIP RAP1 .5 :1CLASS II RIP RAPPI =12+50.000El = 781.50(-) 4.0800%PI =13+85.000El = 777.07(-) 3.2815%(-) 0.2977%PI =11+50.000PI =16+00.000El = 776.43El = 785.58BEGIN DITCH LTEND DITCH LTPI =18+00.000El = 773.95( +) 9.7 0 0 0 %(+) 5.0000%PI =19+50.000El = 781.45( +) 9.3 6 0 0 %PI =17+50.000BEGIN DITCH LTPI =20+00.000END DITCH LTEl = 769.10El = 786.13LEFT DITCH21+0022+0023+0024+001.5:1ELEV=759.7'(CLASS II RIP RAP)ROCK CAUSEWAYSHEET _4_ OF _8_PERMIT DRAWINGDESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGECFSYRSYRSBASE FREQUENCYOVERTOPPING ELEVATIONOVERTOPPING FREQUENCYOVERTOPPING DISCHARGECFSCFSYRSFTFTFTDESIGN HW ELEVATIONBASE HW ELEVATIONBRIDGE HYDRAULIC DATAFTDATE OF SURVEYW.S. ELEVATIONAT DATE OF SURVEYFT= 2600= 25= 766.4= 4470= 100= 768.92= 4890+= 500+= 779.6= = 10-13-15= 757.7FOR ENLARGEMENTSEE SHEET 7 OF 8NWS ELEV=757.7'3.5'3.5'1 .5 :1 1.5:1(BANK STABILIZATION)@1.5:1CLASS II RIP RAP(BANK STABILIZATION)@1.5:1CLASS II RIP RAP DIVISION OF HIGHWAYSSHEET OFNCDOT( CLASS II RIP RAP )ROCK CAUSEWAY1.5:11.5:1STREAM BED1.0'(CLASS 'A' RIP RAP)WORKPAD2/4/08TYPICAL SECTION(NOT TO SCALE)29 FT. ELEV.= 757.7' N.W.S.CLEVELAND COUNTYPROJECT: 46105.1.1 (B-5390)MUDDY FORK CREEK ON SR 2002REPLACE BRIDGE #31 OVER ELEV.= 759.7' SHEET _5_ OF _8_PERMIT DRAWINGR:\Hydraulics\PERM ITS_Environm ental\Drawings\b5390_hyd_prm _causeway_pfl.dgneakpuogu5/12/2017 REMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #3115" RCP-IV 15" CSP 30" RCP-IVEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPcc15"TB 2GITB 2GISHEET _6_ OF _8_PERMIT DRAWINGAT-1GRAU 350 TL-3GRAU 350 TL-390.00'+23.0075.00'75.00'90.00'+39.00MUDDY FORK CREEK TBRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.8.0' SOIL 12" CMPFIELD FLAGSSEPTIC DRAINREMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #3115" RCP-IV 15" CSP 30" RCP-IVcc15"TB 2GITB 2GI-L--L--L--L-757 758759 759 760 760 -L--L--L--L--L--L--L-757 758759 759 760 760 -L--L--L-MUDDY FORK CREEK CONCW OODINV=773.17'T45CONC.CONC.BRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.8.0' SOIL 12" CMP17FIELD FLAGSSEPTIC DRAIN90.00'+23.0075.00'75.00'90.00'+39.00REMOVEREMOVE-L-BRIDGE #31-L-BRIDGE #31-L-BRIDGE #3115" RCP-IV 15" CSP 30" RCP-IVEST. 8 TONS RIP RAP EMBANKMENT PROTECTIONPROP CLASS II RIP RAPcc15"TB 2GITB 2GI-L--L--L--L-757 758759 759 760 760 -L--L--L--L--L--L--L-757 758759 759 760 760 -L--L--L-FCFCCCFFF (+)1.2346%1.5:1APPROX. 80 CY EXCAVATE TO EL. 769.0'EXCAVATE HATCHED AREAAPPROX 77 CYEXCAVATE TO EL. 768.0'EXCAVATE HATCHED AREACLASS II RIP RAP1 .5 :1CLASS II RIP RAPPI =16+00.000El = 776.43END DITCH LTPI =18+00.000El = 773.95( +) 9.7 0 0 0 %(+) 5.0000%PI =17+50.000BEGIN DITCH LTEl = 769.101.5:1ELEV=759.7'(CLASS II RIP RAP)ROCK CAUSEWAYNWS ELEV=757.7'3.5'3.5'1 .5 :1 1.5:1(BANK STABILIZATION)@1.5:1CLASS II RIP RAP(BANK STABILIZATION)@1.5:1CLASS II RIP RAPSHEET _7_ OF _8_PERMIT DRAWING