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Project Submittal Interim FormUpdated June 20, 2017Please note: fields marked with a red asteriskmandatory questions are answered.Project Type: ** below are required. You will not be able to submit the form until allNew ProjectPre-Application SubmittalMore Information ResponseOther Agency CommentsFor the Record Only (Courtesy Copy)Stream or Buffer AppealIs this supplemental information that needs to be sent to the Corps? *YesNoNew Project - Please check the new project type if you are trying to submit a new project that needs an official approvaldecision.Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal anddo not have the expectation that your submittal will be considered a complete application requiring a formal decision.More Information Response - Please check this type if you are responding to a request for information from staff andyou have and ID# and version for this response.Other Agency Comments - Please check this if you are submitting comments on an existing project.Project Contact InformationName:Jason DildayWho is submitting the information?Email Address: *jldilday@ncdot.govProject InformationExisting ID #: *Existing Version: *20191252120170001 (no dashes)Project Name: *Bridge 9 over South River Overflow on US 13 (B-4635) CentralIs this a public transportation project? *YesNoIs this a DOT project? *YesNoIs the project located within a NC DCM Area of Environmental Concern (AEC)? *
YesNoUnknownTIP#:WBS#:B-463538446.1.2(Applies to DOT projects only)County (ies) *SampsonPlease upload all files that need to be submited.Click the upload button or drag and drop files here to attach documentB-4635 Additional - RW - CF 06.pdf117.88KBB4635 Permit Drawings 20191209.pdf5.91MBOnly pdf or kmz files are accepted.Describe the attachments:The attached revised drawings result in a decrease in the temporary fill, excavation, and hand clearing inwetlands. The amount of mechanized clearing increases with the revision. The overall changes results in anincrease of 0.32 acre of mechanized clearing (See attached DMS acceptance for the additional mitigableimpact). These changes were made to address constructability issues with the design of the project, inparticular the onsite detour. Mechanized clearing was needed at the base of the fill slope to the -L- line whichreduced the area of temporary fill and handclearing. Additional, handclearing was inadvertently shown at thebase of the fill slope on the northside as well, contrary to Division 3's preference of mechanized clearing.These drawings correct this issue.*By checking the box and signing box below, I certify that:I have given true, accurate, and complete information on this form;I agree that submission of this form is a “transaction” subject to Chapter 66, Article 40 of the NC General Statutes (the“Uniform Electronic Transactions Act”)I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes(the “Uniform Electronic Transactions Act”);I understand that an electronic signature has the same legal effect and can be enforced in the same way as a writtensignature; ANDI intend to electronically sign and submit the online form.”Signature: *Submittal Date:Is filled in automatically once submitted.
North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLAN(Version 2.08; Released April 2018)WBS Element:FOR NCDOT PROJECTS38446.1.2TIP No.:B-4635County(ies):SAMPSONPage1of1General Project InformationWBS Element:NCDOT Contact:38446.1.2TIP Number:Structures Management Unit/ Dan Duffield PEAddress: 1020 Birch Ridge DriveRoom #16Raleigh NC 27610Phone: (919) 707-6611Email: dcdfuffield@ncdot.govCity/Town:River Basin(s):Wetlands within Project Limits?Project Length (lin. miles or feet):Project Built-Upon Area (ac.)Typical Cross Section Description:Annual Avg Daily Traffic (veh/hr/day):General Project Narrative:(Description of Minimization of WaterQuality Impacts)Cape FearB-4635Project Type:Bridge ReplacementContractor / Designer:Steve BondorAddress: DewberryCounty(ies):CAMA County?Date:2/26/20192610 Wycliff Rd Suite 410Raleigh NC 27607Phone: 919-636-6334Email: sbondor@dewberry.comSampsonNoYesProject DescriptionWoods/RuralSurrounding Land Use:Proposed Project1.5ac.12' travel lanes with 8'-0" shoulders. 40'-0" clear roadway with 0.02 cross slope normalcrown. Detour - 11' travel lanes with varying shoulders betweeen 4'-10'.0.3 miExisting Site1.0ac.0.02 cross slope with 11' travel lanes41842019Design/Future:6104Year: 2039Existing:Year:B-4635 involves replacement of existing bridge structure number 810009 on US 13 over South River in Sampson County. The existing bridge is overall in length 139’ withreinforced concrete caps with timber piles with steel crutch bents. The proposed bridge is three span @55’ with 36” girder bridge and 4’ end bent caps. The proposed roadwayis comprised of 12' travel lanes with 8'-0" shoulders. 40'-0" clear roadway with 0.02 cross slope normal crown. The project also contains detour that has 11' travel lanes withvarying shoulder of 4-10'. The detour bridge will have vertical abutments and deck drains that will begin at station 16 30 spaced every 40' on center to 18 70 left. Thepermanent drainage includes inlets on all four corners of the bridge that will discharge into the wetlands. The temporary drainage include 18" cross pipes to drain the runoffbetween the proposed fill and temporary fill for the detour bridge.Surface Water Body (1):NCDWR Surface Water Classification for Water BodyWaterbody InformationSouth River OverlowNCDWR Stream Index No.:Primary Classification:Class CSupplemental Classification:Swamp Waters (Sw)Other Stream Classification:Impairments:Aquatic T&E Species?Comments:NRTR Stream ID:YesNoProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?(If yes, provide justification in the General Project Narrative)NoDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)Buffer Rules in Effect:N/ADissipator Pads Provided in Buffer?N/A(If yes, describe in the General Project Narrative; if no, justify in theGeneral Project Narrative)
09/08/99STATE OF NORTH CAROLINADIVISION OF HIGHWAYSSee Sheet 1A For Index of SheetsSee Sheet 1B for Conventional SymbolsPop. 321SAMPSON COUNTYNAD 83/2011LOCATION:REPLACE BRIDGE #9 OVER SOUTHPERMIT DRAWINGSHEET 1 OF 12artinM131600RIVER OVERFLOW ON US 13Rd.Rd.orobsdlGo.dR1820BarefootEasonumC beou rlanty ndpsonCountyCSamWETLAND AND SURFACE WATER IMPACTS .Rd1821.dRsRd.1820ewtthMaKennel1821Rd.Schooledm anW ade-StS. RIVER1820182518261820tRd.ooferaBd.RBarefoo.t Rd1441tar Rd.ewSt1825.RdrobodsolGTYPE OF WORK:GRADING, DRAINAGE, PAVING AND UTHanedme-StW adStewart1819.RdREIVR1822Ha 1445yeshutSo5BRIDGE 9-L- US 13-L- US 135WB-12011NAD 83/2011NAD 83/SAMPSON COUNTYSITE WATOUS 4211WE-0-DETL-SITE WEBEGIN CONSTRUCTIONBEGIN BRIDGE-L- POT Sta. 18 97.31SITE WFEND TIP PROJECT B-4635END CONSTRUCTION-L- POT STA 28 60.07 -DETL- POT STA 26 35.00END BRIDGE-L- POT Sta. 20 63.89DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDNCDOT CONTACT: DAVID STUTTS, PE1002505010050109D 60 %T 19V 60 MPHOF2018 STANDARD SPECIFICATIONSLENGTH STRUCTURE TIP PROJECT B-4635 0.032 MILESP.E.SIGNATURE:RIGHT OF WAY DATE:% *TOTAL LENGTH TIP PROJECT B-4635 0.396 MILESAPRIL 3, 2019DENNIS J. MORY, P.E.PROJECT ENGINEERROADWAY DESIGNENGINEER* TTST 14 DUAL 520FUNC CLASS MINORARTERIALPROFILE (VERTICAL) 0.364 MILESE10%K LENGTH ROADWAY TIP PROJECT B-4635OCTOBER 15, 2019ANNE MARIE PRIETO, P.E.PROJECT DESIGN ENGINEERP.E.REGIONAL TIERNSIGNATURE:CATOFLETTING DATE:NORTHETMPROFILE (HORIZONTAL)6,104NALI504,184ADT 2039 ORPLANSADT 2019 TION50A0T25HYDRAULICS ENGINEER2610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. F-0929R50PLANS PREPARED FOR NCDOT BY:PROJECT LENGTHSTADESIGN DATAGRAPHIC SCALESD E PA R TCONTRACT:-L- POT STA 12 21.07 -DETL- POT STA 9 91.51-DETLFLOWVER OVERRI-L- POT STA 7 66.80SOUTHRIVER2WE-0BEGIN TIP PROJECT B-46352011NAD 83/4SITE WBSOUTHWC01CUMBERLAND COUNTYVICINITY MAPWD-12/25/2019R/WCONST.38446.3.11446TO I-9510/24/201DEW BER9RY6:05:31AM.\Draw ings\B4635 hyd prm TSH.dgnB463com5 PermitDrawings RIVERF. A. PROJ. 815SOU1B-4635STATE PROJ. STATE PROJECT REFERENCE NO.14721658d.RmluB.dRSamboJa1813cksonRd.WSmcon- FaltarewSt elttLiPROJECTLOCATIONwseht.Ma.TJRIVERRIVER.StRd.um FalconellievttyeFa1811TIP PROJECT:B-4635CumberlandCountyWSt Perick rcylandRd.Rdl Rd.ParnelRailroadSt.1806SherrillXSC95301STATETRA NSPO
5/14/992610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. F-0929PROJECT REFERENCE NO.SHEET NO.B-46354R/W SHEET NO.2011NAD 83/50'0'ROADWAY DESIGNHYDRAULICSENGINEERENGINEER50'PERMIT DRAWINGSHEET 2 OF 18DOCUMENT NOT CONSIDERED FINAL205101UNLESS ALL SIGNATURES COMPLETEDF* * * ** * ** * * *1501FSITE WA3CL B RIP RAPOUTLETPROTECTION1 TON5 S.Y. GEOTEXTILEQ10 0.3CFSSIBYL P. GODWINTSTSDENOTES TEMPORARYIMPACTS IN SURFACE WATERHCDENOTES HANDCLEARINGEXISTING R/WFFFFFFFFFUNNEL DRAININLET INV 124.16'INV OUT 123.48'FFTB 2GI11'11'FF2FFFFFFFFFEXISTING R/WFFREIVRS 80 55'29"E72.82'MTLTEMPGREU350TL3INV 112.54'S 72 20'46"E93.91'FQ10 0.6CFS70 35'14"ES38.98'59 26'5841"E.91'WWFV10 6.3FT/SSITE WEPOC Sta. 16 64.88WOODSMTLTEMPTYPE B-773REMOVE 15" PIPEAND FLUMETB 2GIFFFCL B RIP RAPOUTLETPROTECTION1 TON5Q10 0.3CFSS.Y. GEOTEXTILEV10 4.2FT/SBEGIN BRIDGE -DETLWOODSCONCCL B RIP RAPFFOUTLETPROTECTION1 TONTEMP TYPEB-775 S.Y. GEOTEXTILEFSFBRIDGE 9CONCTEMP GREU350 TL-3US 13F4' PSFMTLTB 2GICONC11'11'MTLWWTB 2GI15" CSPWW12"CM PSCONCMTL-L-FFF00'50.1(FAYETTEVILLE HWY)24' BSTFERIVRWOTH FLURSO VEO2JEFFREY TIPPETT, ET ALS12"CMP12"CMPP RAPRISAMPSON COUNTYP RAPRIINV 119.32'US 13FCONC4' PSC36" SBGFVERRISOUTHLOWOVERF1MTLFF36" SBGH8"ET0'2U0 3OS 192' S24.FUNNEL DRAININLET INV 124.31'INV OUT 123.60'BRIDGE 37TREE ROWINV 116.10'F15" CSPMTL2"CMP136" SBGCUMBERLAND COUNTY12"CM PS36" SBGTO I-95FSHEET 5 -L- STA.21 50.00FUNNEL DRAININLET INV 124.15'INV OUT 123.50'FUNNEL DRAININLET INV 124.18'INV OUT 123.53'INV 114.57'15" CSPWWDENOTES EXCAVATIONIN WETLANDM ATCH TOAND FLUME15" CSPCONCMTLE 50.0097.00' LTREMOVE 15" PIPEINV 119.21'FUNNEL DRAININLET INV 124.33'INV OUT 123.53'EV10 4.9FT/SV10 5.3FT/SSOUTH RIVER53.42'WOODSDENOTES TEMPORARYFILL IN WETLANDTHCQ10 0.3CFSVERRISOUTHLOWOVERFN 03 54'16"EN 09 02'50"E66.36'1JEFFREY TIPPETT, ET ALSDENOTES MECHANIZEDCLEARINGTSITE WBCL B RIP RAPOUTLETPROTECTION1 TON5 S.Y. GEOTEXTILEDENOTES FILL INWETLANDL29.9 41a2tSPIDEND BRIDGE -DETLPOC Sta. 20 00.00SITE WFWOODS4SIBYL P. GODWIN20'60.8L 8'30.4T 4'00.570,0R 4.C.e NSEND BRIDGE -LPOT STA. 20 63 /-0202.12' 12'12'12'8'DEW BERRYB4635 PermitDrawings 20190225.pdf2/25/2019-L-40'-0"F-F8'BEGIN BRIDGE -LPOT STA. 18 98 /-BEGIN APPROACH SLAB-L- POT STA. 18 74 \-BRIDGE No. 9-L- POT STA. 19 80.00END APPROACH SLAB-L- POT STA. 20 87 /--L- PC Sta. 21 05.89BRIDGE SKETCHSEE SHEET 8 FOR -L- PROFILE
1131132610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. 2112311211412122112112112113111124112211M ATCH TO21115" CSP113109110110112211113241311SHEET 5 -L- STA.21 50.0011212"CMP12"CMP12"CM P112P RAPRI310SAMPSON COUNTY11210911110610700'50.1101504CUMBERLAND COUNTY11411311031111311011311411353.42'N 03 54'16"ESOUTH RIVERN 09 02'50"E66.36'118120P 311112114211113112112211211124124112113125124END BRIDGE -LPOT STA. 20 63 /-BEGIN BRIDGE -LPOT STA. 18 98 12431111210912011821121101110190111211112"CM C Sta. 20 00.00211112124124END BRIDGE -DETL-112112112112124123211112521521122CL B RIP RAPOUTLETPROTECTION1 TON5Q10 0.3CFSS.Y. GEOTEXTILE112211123521211112521124124123'60.8L 8'30.4T 4'00.570,0R 4.C.e NS112412124123124123123211SIBYL P. GODWIN112112521F311411311211252125 1521114SITE WF1121245 12425121122112124125124124521521BEGIN BRIDGE -DETL-WOODS29.9 41a2tSPID112POC Sta. 16 64.88211124521124114DENOTES EXCAVATIONIN WETLANDV10 23L112112112412521AND 2111122111145215211243TB 2GIFFREMOVE 15" PIPEFV10 6.3FT/S112112124CL B RIP RAPFFOUTLETPROTECTION1 TONTEMP TYPEB-775 S.Y. VRWOTH FLURSO VEOF112113124F111MTL118111F211124125521FFFSITE WEDENOTES HANDCLEARINGETB 07505010211TEMP611B-77TYPECONC910Q10 0.6CFS70 35'14"ES38.98'59 G R/W521125124114FF111FTB 9118116BRIDGE 9211126113FUNNEL DRAIN117116INLET INV 124.16'115113INV OUT 123.48'S 80 55'29"E72.82'F122121TEMPGREU350TL3021119INV 112.54'114F123F123122121118S 72 211TEMP GREU350 TL-3US 13421F4' 4 107TB 2GI-L-112521311WWS124FMTLF15" CSPCONC114F15" CSP01111'11'36" SBGF109(FAYETTEVILLE HWY)24' BSTF110126111F109125111112113311CONC4' PSCUS 13112521111109F21112652136" SBGREIVR521MTLTREE ROWFVERRISOUTHLOWOVERF2521JEFFREY TIPPETT, ET ALS126FFF105521124FFHCHCEXISTING R/W109810610431072521521011111126110105612125INV 116.10'125H8"ET0'2U0 3OS 192' S24.104521INV 119.32'1FUNNEL DRAININLET INV 124.15'INV OUT 123.50'DENOTES TEMPORARYIMPACTS IN SURFACE WATER113011FUNNEL DRAININLET INV 124.18'INV OUT 123.53'TS11 50.00097.00' LTAND FLUMEVERRISOUTHLOWOVERFBRIDGE 37113113113INV 114.57'TS114REMOVE 15" PIPE011111TV10 4.9FT/S11111 1112525 121521521521113113112DENOTES TEMPORARYFILL IN WETLANDT114Q10 0.3CFS910S12536" SBG52155212TOI-95136" SBG12201141131111221115" CSPWW22FUNNELDRAIN1INLET INV 124.31'INV OUT 123.60'114CONCMTLCL B RIP RAPOUTLETPROTECTION1111 TON5 S.Y. GEOTEXTILEV10 5.3FT/S114INV 119.21'MTL211113112FUNNEL DRAININLET INV 124.33'INV OUT 123.53'113113521113CL B RIP RAP114OUTLETPROTECTION1311 TON1115 S.Y. GEOTEXTILEQ10 0.3CFS114WOODS411110125512SIBYL P. GODWIN1131131165 61121521311DENOTES ETT, ET ALS126521312SITE WB113521127113113114311521126521521SITE WA114DENOTES FILL INWETLAND114113113126F* * * ** * ** * * 1133111131122011311351113121113311121DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES IT DRAWINGSHEET 3 OF 113113123ROADWAY DESIGN50'1141131211260'3111185214R/W SHEET NO.1131171131132011NAD 83/124911115113611126SHEET NO.B-4635119119119119PROJECT REFERENCE NO.3111211193211132121145 112112114113-L- PC Sta. 21 05.89113122122112123212BRIDGE No. 9-L- POT STA. 19 113BRIDGE SKETCH112122021112021END APPROACH SLAB-L- POT STA. 20 87 /-211BEGIN APPROACH SLAB-L- POT STA. 18 74 1119118118DEW BERRYB4635 PermitDrawings 412312' 41121241211128'123SEE SHEET 8 FOR -L- PROFILE
5/14/992610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. F-0929PROJECT REFERENCE NO.SHEET NO.B-46355R/W SHEET NO.0'50'PERMIT DRAWINGSHEET 4 OF 18HYDRAULICSENGINEERENGINEER2011NAD 83/50'ROADWAY DESIGNDOCUMENT NOT CONSIDERED FINAL25UNLESS ALL SIGNATURES COMPLETEDFF* * * ** * ** * * *2011NAD 83/SIBYL P. GODWINTHCTDENOTES HANDCLEARINGDENOTES TEMPORARYFILL IN WETLAND3PASTUREWOODSEXISTING R/WFF4FFSBWF48"WW W/ 1S BWFB4635-102150.00'CUS 13(FAYETTEVILLE HWY)24' BST-LUS 13FFFTO SPIVEYS CORNERFFFCFFBL-4FFBL-4FILL IN WETLANDSFvFFFF3 S ELECFFFFFvM ATCH TOHCDENOTES MECHANIZEDCLEARINGvSHEET 4 -L- STA.21 50.002011NAD 83/SITE WADENOTES FILL INWETLANDFHANDCLEARINGEXISTING R/WFFFBM#1BM#1N: 511,561E: 2,108,876-BL- STA 18 44.14O/S 103.94' RTELEV. 115.37'RR SPIKE IN BASEOF 13" PINEWOODSWOODS4SITE WFB4635 PermitDrawings 20190225.pdfDEW BERRY2/25/2019SIBYL P. GODWINSEE SHEET 8 FOR -L- PROFILE
71131131141182011NAD 6119118127130118119611116121021119117021021127 13114114114113113 11114116116113811116133114 114114411511116116116116119122114511SIBYL P. 118117116117118117114116114117116511114118 117118118116OF 13" PINE511113117811511511BM#1N: 511,561E: 2,108,876114-BL-113STA 18 44.14511511O/S 103.94'RTELEV. 115.37'115RR SPIKE IN 611SITE ISTING 21117F113020121021121137611811v3 S 4124122120118F124TO SPIVEYS CORNER124124124124124123121521B4635-1025 L IN WETLANDS124FFF521521124126FCF126123124124US 13124F119C-L-F021120119711FUS 13(FAYETTEVILLE HWY)24' BST117119117119121F125711BW48"WW W/ 1S 25EXISTING 411113911118021021DENOTES TEMPORARYFILL IN 1021021119112M ATCH TO1177111191181192011NAD 83/120118DENOTES 12117118117117F211B4635 PermitDrawings 20190225.pdf119119116515 1115115115111551115 DS118126119119118114115118117DENOTES 7117116116118711119116DENOTES FILL INWETLANDF* * * ** * ** * * 115119118113117SIBYL P. 6511114021119118118116021117116511123124117 4511118511021021002121119118201020 121118118118221117117711115511UNLESS ALL SIGNATURES COMPLETED125115118117114DOCUMENT NOT CONSIDERED FINAL0 1022110202101210 102210 1202010212102021021021021120021021117116SITE WA119118117511511113SHEET 4 -L- STA.21 50.00911117114311113113114811021118117116114DEW 113113ENGINEER021511113113112PERMIT DRAWINGSHEET 5 OF 117117114113120411113117ROADWAY DESIGN1351131131171181185115115115111144110210 120120120210210 12102020121021119117117711113511511511515 1NAD 83/117113119117118113117117311R/W SHEET NO.1181191177111171135116113117113114113SHEET NO.B-4635126113114116113411PROJECT REFERENCE NO.8114111131132/25/20191191161171133112610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. 113114SEE SHEET 8 FOR -L- PROFILE141
5/14/992610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: 919.881.9939NC COA No. F-0929PROJECT REFERENCE NO.8HYDRAULICSENGINEERROADWAY DESIGNENGINEERPERMIT DRAWINGSHEET 6 OF 12BRIDGE HYDRAULIC DATAYRSDESIGN HW ELEVATION 118.1FTBASE DISCHARGE 7820CFSBASE FREQUENCY 100YRSBASE HW ELEVATION 119.1FTOVERTOPPING DISCHARGE 500 CFSOVERTOPPING FREQUENCY 19260YRSOVERTOPPING ELEVATION 124.5FTDATE OF SURVEY 6/25/2018W.S. ELEVATIONAT DATE OF SURVEY 110.4DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED-LBM #1-L- STA 23 45.41121.21' RIGHTELEV. 115.37'RR SPIKE IN BASE OF 13" PINEFTPI 16 70.00EL 124.35'PI 19 80.00EL 127.45'PI 22 75.00EL 124.79'VC 300'VC 300'VC 180'K 158%0000.1 )(END GRADEC/L -L- STA. 19 80.6GRADE ELEV. 127.44'SKEW 90 DEG.36" PSCG3@55'; OAL 165'END BRIDGEDS 60 MPH-L- Sta.20 63.89130-L- Sta.18 97.31PROPOSED GRADE(-)0.3000%K 316DS 60 MPHBEGIN BRIDGEEL.124.92'-L- Sta.14 80.00PROPOSEDRESURFACINGBEGIN GRADE140END RESURFACINGDS 60 MPH150EL.124.30'CFS 50-L- Sta.24 25.00 6560DESIGN FREQUENCYBEGIN RESURFACINGDESIGN DISCHARGEK 231150SHEET 000%%0000.1 )((-)0.3300%4.0' END BENT CAPS120120REMOVE EXISTING CONCRETE ABUTMENTSCL. II RIPRAP AT 1.5:1EXISTING GROUNDPROPOSED BRIDGE1103.5'95 CYPROP 100 YR 119.1'LOW SIDE/ LOW CHORDUPSTREAM FACECHANNELREMOVE EXISTINGCONCRETE PIER100110EXCAVATE TOELEV. 113.7'EXCAVATE TOELEV. 113.7'102 CY100B4635 PermitDrawings 20190225.pdfDEW BERRY2/25/2019WSEL 110.4'6/25/2018909080807070606050504040303020SEE SHT 4 & 5 FOR -L- PLAN131415161718192021222324252620
6/23/160510PROJ. REFERENCE 30405060708090100110120130SHEET NO.X-1140150PERMIT DRAWINGSHEET 7 OF 18140140WETLAND-DETLSTA 13 71.52130W ETLANDS120W ETLANDS0.020020.01301:6124.571203:116 00.00110110100100WETLAND-DETLSTA 13 21.14130W ETLANDSW ETLANDS0.020020.01201301:6124.721101203:111015 50.00100100WETLAND13013012012015 00.00110110BEGIN GRADE14 80.00B4635 PermitDrawings 20190225.pdfDEW BERRY2/25/2019120100W ETLANDSW ETLANDS100125.0112014 50.00110110BEGIN PROJECT12 21.07UNDERCUT EXCAVATION100DETOUR REMOVAL 00102030405060708090100110120130140150
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6/23/160510PROJ. REFERENCE 30405060708090100110120130SHEET NO.X-3140150PERMIT DRAWINGSHEET 9 OF 18140140130130-DETLSTA 17 72.740.020020.0120120110110108.8920 00.00100100140140-DETLSTA 17 22.731300.020020.0130120120110110108.7719 50.00100100140140WETLAND130W ETLANDSW ETLANDSWETLAND120124.01110110100BEGIN BRIDGE18 97.31WETLAND0.020020.012:3:1124.06110130-DETLSTA 16 22.63W ETLANDSWETLAND120B4635 PermitDrawings 20190225.pdfW ETLANDS130DEW BERRY12019 00.001002/25/2019130-DETLSTA 16 72.690.020020.012011018 50.00UNDERCUT EXCAVATION100100DETOUR REMOVAL 02030405060708090100110120130140150
6/23/160510PROJ. REFERENCE 30405060708090100110120130SHEET NO.X-4140150PERMIT DRAWINGSHEET 10 OF 18140140WETLAND-DETLSTA 19 72.681300.020020.0124.45W ETLANDSWETLAND120W ETLANDS1303:11:312022 00.00110110100100WETLAND-DETLSTA 19 22.70W ETLANDS1303:1W ETLANDSWETLAND124.361201300.020020.01:312021 50.00110110100100WETLAND-DETLSTA 18 72.74W ETLANDS1303:112:124.2121 00.00110100END BRIDGE20 63.89100-DETLSTA 18 22.74B4635 PermitDrawings 20190225.pdfW ETLANDSWETLAND120123.25110130W ETLANDS0.020020.0DEW BERRY1201101302/25/2019130W ETLANDS1200.020020.012011020 50.00UNDERCUT EXCAVATION100100DETOUR REMOVAL 02030405060708090100110120130140150
6/23/160510PROJ. REFERENCE 405060708090100110120130X-5140150PERMIT DRAWINGSHEET 11 OF 18END PROJECT28 60.0713030SHEET NO.-DETLSTA 21 98.41EXEX120124.30END GRADE24 25.00110-DETLSTA 21 73.271301300.020020.01:4.3124.3412012024 00.00110110140140WETLAND-DETLSTA 21 23.031300.020W ETLANDS020.0120130124.461203:11:323 50.00110110140140-DETLSTA 20 72.86130W ETLANDSWETLAND124.431:3W ETLANDS0.020020.01201303:1WETLAND12023 00.00110110140140-DETLSTA 20 22.75B4635 PermitDrawings 20190225.pdfDEW BERRY2/25/20191300.020020.0124.481:3WETLANDW ETLANDSWETLAND120W ETLANDS1303:112022 50.00110110UNDERCUT EXCAVATION100100DETOUR REMOVAL 02030405060708090100110120130140150
6/23/160510PROJ. REFERENCE 30405060708090100110120130SHEET NO.X-6140150PERMIT DRAWINGSHEET 12 OF 18130130120W ETLANDS140W ETLANDS1400.0140.0141202:1121.0014 00.001101101401301300.006W ETLANDS120W ETLANDS140123.041101202:111013 50.001401301300.020W ETLANDS120W ETLANDS140123.881202:113 00.00110110BEGIN GRADE12 56.8713012/3/2019 3:40:12 PM.\B4635 RDY XPL DETL.dgnUSER:comooreW ETLANDS0.020W ETLANDS120130124.671202:112 50.00110110BEGIN PROJECT10 00.00100100-DETL15014013012011010090807060
1020 Birch Ridge Drive Address: General Project Information B-4635 WBS Element: WBS Element: Bridge Replacement NCDOT Contact: Steve Bondor (919) 707-6611 2610 Wycliff Rd Suite 410 Raleigh NC 27607 Contractor / Designer: 919-636-6334 dcdfuffield@ncdot.gov Raleigh NC 27610 Address: 2/26/2019 Sampson Structures Management Unit/ Dan Duffield PE .
