HomeMy WebLinkAbout20171285 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
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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
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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"
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PWET AREABRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL
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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
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760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757
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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
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18"
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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
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-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
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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
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760 -L--L--L-SITE 1(RIP RAP CLASS II)BANK STABILIZATIONSITE 1-L--L--L--L-757
758759
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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
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PWET AREABRIDGE #31CONC. WWWWCONC.CONC. WWCONC. WWABUTMENTOLD CONC.ABUTMENTOLD CONC.30" CMP8.0' SOIL
8.0' SOIL
12" CMPTO HOUSE
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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
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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
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757
757
757758758
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5
8
758
75
8
759
759
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7
6
0
760760760760760760760760 760760
760761
761
761761
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76176276
2
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7
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762762762762 762763763
763
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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"
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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
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-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
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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