20190123 Ver 1_R-5812_Permit Drawings Combined_20181030_20190128

(Version 2.08; Released April 2018)46981.1.1TIP No.:R-5812County(ies):Greene Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:No YesYesWetlands within Project Limits?Swamp Waters (Sw) NoneSupplemental Classification: (NSW)Rural/CommercialContentnea Creek27-86-(7)7.81.137 milesProject DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:8.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail]:12/19/2018GreeneSnow HillPaul AtkinsonRaleigh, NC 27610WBS Element:Roadway WideningWBS Element:Joshua MassrockNCDOT Contact:919-707-6707Raleigh, NC 27601Contractor / Designer:919-232-6631555 Fayetteville St., Suite 900North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge Dr.Address:General Project InformationR-581246981.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project Description: The proposed project (R-5812) will improve US 13 Bypass, extending from NC 58 (Kingold Boulevard) to NC 91. The proposed US 13 cross section will add a center turn lane as well as a 5' pedestrian sidewalk on each side of the road to the west of Contentnea Creek. Contentnea Creek is spanned by a bridge on US 13 that is not being impacted by the project, the project ties to the existing approach slabs. The existing bridge currently has 3" deck drains spaced at 6' centers that discharge into Contentnea Creek and the surrounding buffer area.Impact minimization efforts: The project has been designed to minimize wetland and stream impacts along the project corridor. Steepened reinforced 2:1 fill slopes have been implemented in wetland and stream areas in order to minimize impacts. Some grass swale treatment will be provided by roadway ditches at beginning of project. Drainage has been designed to discharge outside of the riparian buffers and avoid direct discharge into wetlands. NeuseBuffer Rules in Effect:Contentnea CreekNone12,7503 lane freeway: (1) 14 foot center turn lane, (2) 12 foot travel lanes, (2) 4 foot paved shoulders, (2) 30' cut sections, (2) 5 foot sidewalks outside of cut sectionWaterbody Information2019NCDWR 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.2 lane freeway: (2) 12 foot travel lanes, (2) 3 foot paved shoulders, (2) 40' cut sections with concrete ditch17,[e-mail] 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)
(Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:46981.1.1TIP No.:R-5812County(ies):Greene Page 2 of 3Aquatic T&E Species?NoComments:NoN/AN/AAquatic T&E Species?NoComments:NoN/AN/A(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)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)SBBuffer Rules in Effect:NeuseWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationUT to Contentnea CreekNCDWR Stream Index No.:UT to Contentnea CreekNCDWR Stream Index No.:27-86-(7)27-86-(7)Nutrient Sensitive Waters (NSW)Swamp Waters (Sw) NRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: Other Stream Classification: Impairments:NoneNoneProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ASupplemental Classification: SAOther Stream Classification: NoneClass CSwamp Waters (Sw) Primary Classification: NRTR Stream ID:Nutrient Sensitive Waters (NSW)Impairments:NoneSurface Water Body (3): Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A(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)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water Body
(Version 2.08; Released April 2018)46981.1.1TIP No.:R-5812County(ies):Greene Page 3 of 3Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-L- 13+00 LT35.4531355, -77.6848136-L- 16+50 LT35.4536878, -77.6838513WBS Element:2.04No502.00%0.5 1.80.25.02001541.4 1.80.0 6.0 3.00.0 6.01.74.00% 0.4No2.10.6 57Swales(3)UT to Contentnea (2)UT to Contentnea NoNoNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional Comments
CONTENTNEA CREEK
CREEKCONTENTNEA PONDCONTENTNEA CREEKVICINITY MAP(NOT TO SCALE)PROJECTBEGINPROJECTENDDTV======%%MPHADTADT% * INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONFUNC CLASS =000PROFILE (HORIZONTAL)PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:DESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.PROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN000CONTRACT:A R T M ENNASOHDEPTOFTRASPORTTIONTATEOFNRTCAROLINA
NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnJMASSROC10/29/2018NCDOT_pdf_color_eng_100.plt4:00:16 PMNCDOT_permits_CON.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276015025501005025501001051020Prepared by the Office of:2040DUAL 5%)STATEWIDE TIERDIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.N.C.SHEET1N/AP.E.TOTALSHEETSTIP PROJECT:09/08/99See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional SymbolsNAD 83/NA 20110.000 MILESNCDOT CONTACTKR-5812R-5812TYPE OF WORK:LOCATION:2018 STANDARD SPECIFICATIONS258GREENE COUNTYGRADING, PAVING, DRAINAGE, SIGNALS201912,75017,30060(* TTST 7% +12558 MINOR ARTERIALDOMINIC WAINWRIGHT, PET. NATHAN BEDENBAUGH, PE12471255142111621155115414221173117411721104110412541400INDUSTRIAL DR W GREENE STNW SECOND STSE SECO N D ST
W HARPER STFOUR WAY RDHUNTERS TRCESE FOURTH STHWY 13 BYPASSSE TH IRD ST
KINGOLD BLVDSE SECO N D ST
BEAMAN OLD CREEK RDDRPARKWOODDRPROFESSIONAL RDGREENRIDGESnow HillHill View1391135858H U LL RD258HULL RD903125514211444Contentnea Creek
5813KINGOLD BLVDCity LimitsCity LimitsCity LimitsCity Lim its
City Lim its
City LimitsNO. 20BRIDGE (MLK JR. PKWY)US 13 BYPASS(KIN G O LD BLVD)
N C 58NC 91US 258(KIN G O LD BLVD )N C 58/ US 13
TO SN O W H ILL
TO G O LD SBO RO TO SNOW HILL(NW SECOND ST)SR 1255TO SNOW HILL
45678-L--Y1--Y1SPUR--L--L- STA. 45+44±TIE TO EXISTING BRIDGE-L- STA. 48+85±TIE TO EXISTING BRIDGECREEKCONTENTNEA 1.137 MILES1.137 MILESLENGTH ROADWAY TIP PROJECT R-5812 =LENGTH STRUCTURE TIP PROJECT R-5812 =TOTAL LENGTH TIP PROJECT R-5812 =TO FARMVILLETO WALSTONBURG-L- STA. 10+36.85BEGIN TIP PROJECT R-5812-L- STA. 73+83.06END TIP PROJECT R-5812-Y1- STA. 17+50.00END CONSTRUCTION46981.1.1PARKW O O D DR
INDUSTRIAL DR
PRO FESSIO NAL DR
PRO FESSIO NAL DR JUNE 18, 2019TOWN LIMITSCity Limits TOWN LIMITSTOWN LIMITSUS 13 BYPASS FROM NC 58 (KINGOLD BOULEVARD) TO NC 91APPROACH SLABSDO NOT DISTURBCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.A PORTION OF THIS PROJECT IS WITHIN THE TOWN OF SNOW HILL.-L- STA. 10+06.12BEGIN CONSTRUCTION25% APPROVED PLANSCASEY WHITLEY, PENOVEMBER 16, 201846981.2.1N/A R/ W & UTILITIESPROPOSED TRAFFIC SIGNAL UPGRADE(HARPER ST)NC 903(HULL RD)SR 110475% PLANSWCWCWAWAWBWBWBWBWCWCWCCONTENTNEA CREEKCONTENTNEA CREEKSBFFCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCFFFFFFFCCCCCCCCCNAD 83/ 2011NAD 83/ 2011NAD 83/ 2011NAD 83/ 2011NAD 83/ 2011IMPACTSWETLAND AND STREAMSITE 5SITE 8SITE 7SITE 1SITE 2SITE 3SITE 4SITE 9SHEET __ OF __PERMIT DRAWINGSITE 6
INV OUT=49.38'8" CMPTOP=49.93'CBTOP=49.74'TOP=48.11'INV OUT=47.61'8" CMPTOP=48.87'INV OUT=48.50'8" CMPCICICICIWITH RIP RAP NOT FOUNDOUTFALL PIPE COVERED(NOTE)TOP=48.13'INV OUT=48.31'24" RCP24" RCPINV OUT=59.99'INV OUT=61.70'INV OUT=61.35'INV IN=62.58'INV OUT=62.44'CBCBCBCB15" RCP
24" RCP18" CMP12" CMPCBCB18" RCPINV IN=61.86'TOP=65.25'TOP=65.11'INV.IN=59.91'TOP=62.94'TOP=64.44'TOP=62.16'TOP=62.05'INV OUT=58.58'INV IN=58.62'INV IN=58.62'INV IN=58.74'TOP=69.94'INV OUT=65.45'24" RCPINV=30.73'INV=39.42'INV=38.72'INV OUT=46.71'INV=34.38'INV=37.96'INV=41.85'INV=48.37'INV=51.36'INV=53.68'INV=58.99'INV=58.39'INV=63.93'INV=61.94'TOP=76.69'INV OUT=74.25'15" CMP54" RCPMTLMTLMTLMTLMTL2-PILES OF TELEPHONE POLESSINV=40.22'(END NOT FOUND)30" C&G30" C&G30" C&G8' PAVED SHOULDER4' PAVED SHOULDER8' PAVED SHOULDER7' PAVED SHOULDER3' PAVED SHOULDER3' PAVED SHOULDER27' BSTGR12'RCP18"CONCCONCCONCCONC=58.65'INV OUTCMP18"WOODSWOODSWOODSWOODSWOODSCONCCONCINV=71.72'TBM-ABL-2BL-38" CMP28' PAVED ROADWAY
PROFESSIONAL DR. BST24" RCP=60.09'INV ININV=72.43'CONCUS 13 BYPASS (M.L.K. JR. PKWY) 26' PAVED ROADWAYTTTTHHHHHH1" UNKNOWN
10" PVC6" UNKNOWN4" PVC10" UNKNOWN12" DI12" HDPE12" DIUNKNOWN 10" UNKNOWNCONDUITCONDUITCONCDELMAS EDWARD MINSHEW, JR.GREENE COUNTYDAVID C. MADURES AND FINANCIAL SERVICES, LLCROBERT G. HEATH, JR. INSURANCEFRANK H. HARPER, ET UXJOSIAH EXUM, IIEIPEIPEIPEIP-EL-200.00'EXISTING R/WEXISTING R/WC&G30" CONCCONC50.00'EXISTING R/W
EXISTING R/W
HEALTH CARE, INC.GREENE COUNTYTOWN OF SNOW HILLDB 713 PG 6633' PAVED SHLDERCONCCONCWCWCWANAD 83/ 2011-Y1- PC Sta. 10+60.00253035-L- POT Sta. 32+79.78 (18' RT) -Y1- POT Sta. 10+00.00 = 30'TYP.+06BEG. SBG+23END SBG+00BEG. SBGCRCRBEGIN 2'-6" C&GEND 2'-6" C&GBEGIN 2'-6" C&GEND 2'-6" C&GFFCCCCCFFFFFFFFFFFCCFFCCCCCNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/30/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:47:52 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276015MATCHLINE -L- STA. 22+00, SEE SHEET 4MATCHLINE -L- STA. 36+00, SEE SHEET 6SEE SHEET NO 12 FOR -Y1- PROFILESEE SHEET NO 9 FOR -L- PROFILEDRIVEWAY RADII 50' UNLESS OTHERWISE NOTED 4SHEET OF PERMIT DRAWINGSWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED***********EEIN WETLANDDENOTES EXCAVATIONTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550SHEET 5BSHEET 5A1215" RCP-III 15" RCP-III 15" RCP-III RCP-III 15" 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FGRETAINRETAINw/ FG2GIRCP-III 15"w/ FG2GIEST. 3 TONSCLASS 'I' RIP RAP7 SY GEO-TEXTILEREMOVEREMOVEREMOVEw/ FG2GIREMOVEREMOVEREMOVEREMOVEREMOVEAND EXTENDCOLLARHW54" RCP-IIIw/ FG2GICB-ECB-ECB-ECB-EFSRETAINw/MHJBw/MHJBEST. 15 TONSCLASS 'I' RIP RAP30 SY GEO-TEXTILE36" RCP-IIIRCP-III36"EST. 11 TONSCLASS 'I' RIP RAP22 SY GEO-TEXTILERETAIN24" RCP-IIIRCP-III24"24" RCP-III2GI(A)2GI(A)2GI(A)2GI(A)REMOVEREMOVEREMOVE30" RCP-IIIRCP-III30"RCP-III24"REMOVE DITCHREMOVE CONCRETE CHANNELREMOVE CONCRETEw/MHJBFSRCP-III30"REMOVECBREM.30" RCP-III24" RCP-IIICBREM.CBREM.REMOVEREMOVEDITCHCONCRETERETAINTo JB w/MHConv. CBRETAINSLOPE=0.50%)(MAX. PIPE36" RCP-IIIEXIST. 54" RCPREMOVE 12 LF24" RCP-IIISLOPE=6.1%)(MAX. PIPEW/ ELBOWS15" CSP30" CSPREMOVELEGEND:SITE 2SITE 3SITE 4SITE 1
INV OUT=49.38'8" CMPTOP=49.93'CBTOP=49.74'TOP=48.11'INV OUT=47.61'8" CMPTOP=48.87'INV OUT=48.50'8" CMPCICICICIWITH RIP RAP NOT FOUNDOUTFALL PIPE COVERED(NOTE)TOP=48.13'INV OUT=48.31'24" RCP24" RCPINV OUT=59.99'INV OUT=61.70'INV OUT=61.35'INV IN=62.58'INV OUT=62.44'CBCBCBCB15" RCP
24" RCP18" CMP12" CMPCBCB18" RCPINV IN=61.86'TOP=65.25'TOP=65.11'INV.IN=59.91'TOP=62.94'TOP=64.44'TOP=62.16'TOP=62.05'INV OUT=58.58'INV IN=58.62'INV IN=58.62'INV IN=58.74'TOP=69.94'INV OUT=65.45'24" RCPINV=30.73'INV=39.42'INV=38.72'INV OUT=46.71'INV=34.38'INV=37.96'INV=41.85'INV=48.37'INV=51.36'INV=53.68'INV=58.99'INV=58.39'INV=63.93'INV=61.94'TOP=76.69'INV OUT=74.25'15" CMP54" RCPMTLMTLMTLMTLMTL2-PILES OF TELEPHONE POLESSINV=40.22'(END NOT FOUND)30" C&G30" C&G30" C&G8' PAVED SHOULDER4' PAVED SHOULDER8' PAVED SHOULDER7' PAVED SHOULDER3' PAVED SHOULDER3' PAVED SHOULDER27' BSTGR12'RCP18"CONCCONCCONCCONC=58.65'INV OUTCMP18"WOODSWOODSWOODSWOODSWOODSCONCCONCINV=71.72'TBM-ABL-2BL-38" CMP28' PAVED ROADWAY
PROFESSIONAL DR. BST24" RCP=60.09'INV ININV=72.43'CONCUS 13 BYPASS (M.L.K. JR. PKWY) 26' PAVED ROADWAYTTTTHHHHHH1" UNKNOWN
10" PVC6" UNKNOWN4" PVC10" UNKNOWN12" DI12" HDPE12" DIUNKNOWN 10" UNKNOWNCONDUITCONDUITCONCDELMAS EDWARD MINSHEW, JR.GREENE COUNTYDAVID C. MADURES AND FINANCIAL SERVICES, LLCROBERT G. HEATH, JR. INSURANCEFRANK H. HARPER, ET UXJOSIAH EXUM, IIEIPEIPEIPEIP-EL-200.00'EXISTING R/WEXISTING R/WC&G30" CONCCONC50.00'EXISTING R/W
EXISTING R/W
HEALTH CARE, INC.GREENE COUNTYTOWN OF SNOW HILLDB 713 PG 6633' PAVED SHLDERCONCCONC3132 3232333333 333434343435353535353535 3535 35 353535 36363636363636
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676767676868686869696969697070707070707070717171717272727273737374747575757576WCWCWANAD 83/ 2011-Y1- PC Sta. 10+60.00253035-L- POT Sta. 32+79.78 (18' RT) -Y1- POT Sta. 10+00.00 = 30'TYP.+06BEG. SBG+23END SBG+00BEG. SBGCRCRBEGIN 2'-6" C&GEND 2'-6" C&GBEGIN 2'-6" C&GEND 2'-6" C&GFFCCCCCFFFFFFFFFFFCCFFCCCCCNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/30/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:46:33 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276015MATCHLINE -L- STA. 22+00, SEE SHEET 4MATCHLINE -L- STA. 36+00, SEE SHEET 6SEE SHEET NO 12 FOR -Y1- PROFILESEE SHEET NO 9 FOR -L- PROFILEDRIVEWAY RADII 50' UNLESS OTHERWISE NOTED 4SHEET OF PERMIT DRAWINGSWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED***********EEIN WETLANDDENOTES EXCAVATIONTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550SHEET 5BSHEET 5A1215" RCP-III 15" RCP-III 15" RCP-III RCP-III 15" 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FG2GI w/ FGRETAINRETAINw/ FG2GIRCP-III 15"w/ FG2GIEST. 3 TONSCLASS 'I' RIP RAP7 SY GEO-TEXTILEREMOVEREMOVEREMOVEw/ FG2GIREMOVEREMOVEREMOVEREMOVEREMOVEAND EXTENDCOLLARHW54" RCP-IIIw/ FG2GICB-ECB-ECB-ECB-EFSRETAINw/MHJBw/MHJBEST. 15 TONSCLASS 'I' RIP RAP30 SY GEO-TEXTILE36" RCP-IIIRCP-III36"EST. 11 TONSCLASS 'I' RIP RAP22 SY GEO-TEXTILERETAIN24" RCP-IIIRCP-III24"24" RCP-III2GI(A)2GI(A)2GI(A)2GI(A)REMOVEREMOVEREMOVE30" RCP-IIIRCP-III30"RCP-III24"REMOVE DITCHREMOVE CONCRETE CHANNELREMOVE CONCRETEw/MHJBFSRCP-III30"REMOVECBREM.30" RCP-III24" RCP-IIICBREM.CBREM.REMOVEREMOVEDITCHCONCRETERETAINTo JB w/MHConv. CBRETAINSLOPE=0.50%)(MAX. PIPE36" RCP-IIIEXIST. 54" RCPREMOVE 12 LF24" RCP-IIISLOPE=6.1%)(MAX. PIPEW/ ELBOWS15" CSP30" CSPREMOVELEGEND:SITE 2SITE 3SITE 4SITE 1
INV=53.68'MTLINV=40.22'(END NOT FOUND)8' PAVED SHOULDER7' PAVED SHOULDERCMP18"WOODSUS 13 BYPASS (M.L.K. JR. PKWY) 26' PAVED ROADWAYHH10" UNKNOWNCONCEIPCONCCONC+00BEG. SBGCFFSTS8/17/99REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/11/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:22:58 AMTIME:NCDOT_permits_NOCON.tblDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 27601ENGINEERROADWAY DESIGNSHEET NO.PROJECT REFERENCE NO. R-5812SHEET OF PERMIT DRAWINGSNAD 83/ 20115AGRAPHIC SCALE0552.510SSSURFACE WATERDENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SITE 1SSS15" RCP-III 2GI w/ FGw/MHJBEST. 11 TONSCLASS 'I' RIP RAP22 SY GEO-TEXTILEREMOVE DITCHREMOVE CONCRETERCP-III30"SLOPE=6.1%)(MAX. PIPE30" CSPSITE 1
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UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
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EXIST. 54" RCP
REMOVE 12 LF
WETLANDSSITE 2CLEARING LIMITS00001010101020202020303030304040404050505050606060607070707080808080909090901001001001001101101101101201201201201301301301301401401401401501501501501:51:02 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.06/23/164040505060607070303028+50.00404050506060303029+00.00404050506060303029+50.00404050506060303030+00.00X-9R-5812-L-510SHEET OF PERMIT DRAWINGS52.693:10.0200.02052.923:152.9251.773:13:10.0200.02052.0052.0051.093:13:10.0200.02051.2351.2350.683:13:10.0200.02050.6050.60
WETLANDSSITE 3CLEARING LIMITS00001010101020202020303030304040404050505050606060607070707080808080909090901001001001001101101101101201201201201301301301301401401401401501501501501:58:27 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.06/23/16404050506060303032+50.004040505060607070303033+00.004040505060607070303033+50.00X-11R-5812-L-510SHEET OF PERMIT DRAWINGS50.033:10.0200.02049.672:149.2850.090.027EL. =50.20-Y1- Sta.10+20.213:10.0200.02049.822:149.4850.180.043EL. =50.22-Y1- Sta.10+70.213:10.0200.02049.972:149.28
WETLANDSSITE 4CLEARING LIMITS00001010101020202020303030304040404050505050606060607070707080808080909090901001001001001101101101101201201201201301301301301401401401401501501501502:05:06 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.06/23/164040505060607070303034+00.004040505060607070303034+50.004040505060607070303035+00.00X-12R-5812-L-510SHEET OF PERMIT DRAWINGS50.310.060EL. =50.11-Y1- Sta.11+20.003:10.0200.02050.122:148.8450.450.060EL. =49.86-Y1- Sta.11+70.003:10.0200.02050.272.3:148.5950.603:10.06048.25EL. =49.53-Y1- Sta.12+20.000.0200.0202:150.42
8" CMPCIINVERT ONLYCI DESTROYED(NOTE)DI12" CMPTOP=48.64'CITOP=49.72'INV OUT=49.17'8" CMP8" CMPINV OUT=50.86'TOP=51.23'INV OUT=50.75'8" CMPTOP=51.26'CIINV OUT=51.28'TOP=51.79'8" CMP8" CMPCIINV OUT=47.06'TOP=47.48'8" CMPTOP=47.48'INV OUT=46.58'CICICIPIPE NOT FOUNDWITH RIP RAP OUTFALLPIPE OUTLET COVERED(NOTE)8" CMPINV OUT=48.31'TOP=48.80'CIINV OUT=48.70'TOP=49.15'INV=41.31'INV=39.62'INV=36.18'INV=36.54'INV=36.43'INV=36.64'INV=35.42'INV=38.09'INV=30.73'INV=30.12'INV=37.65'INV=37.45'FOOT BRIDGEWOODEN54" RCPMTLMTLMTLCIMTLMTLMTLMTLMTLMTLMTLMTLMTLLOG CABIN1 S2-PILES OF TELEPHONE POLESRAPRIPRAPRIPRAPRIP3' PAVED SHOULDER5' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDERNW 2ND ST. 18' PAVED ROADWAYUS 13 BYPASS 29' PAVED ROADWAYISLCONCNW 2ND ST. 25' PAVED ROADWAYTO SNOW HILL54" RCPTOP=49.96''WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSGR12'12' GR6" CURB
6" CURB
6" CURB6" CURBBY2-1BL-5=45.17'INV OUTBL-4 (MARK 1976)HHHH10" UNKNOWN12" HDPECONDUITCONDUITCONDUITCONDUITJOHN MILTON BEAMANDB 587 PG 375MARY H. HARRELLPB 4 PG 9PB 27 PG 101R/W MONR/W MONR/W MONR/W MONR/W MON200.00'EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WN 19°14'32" E782.69'194.46' LT-EL- STA 42+94.74165.36' LT-EL- STA 43+94.52100' RT-EL- STA 44+54.79165.99' RT-EL- STA 49+32.80BRIDGE #20CONCDAVID C. MADURESDB 617 PG 663DB 393 PG 489DB 398 PG 260JOSIAH EXUM, IICHRIS PARKER BEAMANDB 663 PG 96CONTENTNEA CREEKCREEKCONTENTNEA CONTENTNEA CREEKNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/29/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:11:15 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276016MATCHLINE -L- STA. 36+00, SEE SHEET 5MATCHLINE -L- STA. 50+00, SEE SHEET 7SEE SHEET NO 12 FOR -Y1SPUR- PROFILESEE SHEET NO 12 FOR -Y1- PROFILESEE SHEET NO 10 FOR -L- PROFILE NAD 83/ 20114045-Y1- PT Sta. 20+17.162015-Y1SPUR- PC Sta. 10+79.73-Y1SPUR- POT Sta. 10+00.00-L- POT Sta. 39+18.07 =-Y1SPUR- PT Sta. 12+20.55-Y1- POC Sta. 17+35.66 =OFFSET 33.48' LT-L- POT Sta. 42+49.99-W_L- POT Sta. 10+00.00 =BEGIN RETAINING WALL-W_L- PI Sta. 10+90.00OFFSET 35.00' LT-L- POT Sta. 39+00.00-W_L- POT Sta. 13+50.00END RETAINING WALLFFFFFFFFFFFFFFFFFFFFFFFCCCSHEET OF PERMIT DRAWINGSTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550SHEET 6A132418" RCP-III 18" RCP-IV 18" RCP-IV 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FG2GI2GI w/ FG2GI w/ FG54" RCP-IIIw/MHJBRETAINRETAINw/ FG2GIw/MHTB JB 15" RCP-III RCP-III 15"w/ FG2GIEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 7 TONSCLASS 'I' RIP RAP15 SY GEO-TEXTILEEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEREMOVEREMOVEREMOVE 12" CMPREMOVEREMOVERETAINRETAINREMOVEw/ FG2GI2GI w/ FGEST. 45 TONSCLASS 'I' RIP RAPSEE DETAIL C(ON BANKS ONLY)70 SY GEO-TEXTILE15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GI15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GIw/ FG2GIREMOVE CIw/ FG2GI( Not to Scale)PIPE OUTLET CHANNELDETAIL CFROM STA. 36+42 TO STA. 36+92 LT -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 45 Tons of Class I Rip-Rapd= 4 Ft.Length= 30 Ft.EXISTING BANKEXISTING BANKdGEOTEXTILE1.5' Ft.SPECIAL CUT DITCHFROM STA. 13+19 TO STA. 15+65 -Y1- LTDETAIL DSEE DETAIL 'D'SPECIAL CUT DITCHW/ ELBOWSDRAIN PIPE18" SIDEW/ ELBOWSDRAIN PIPE18" SIDE15" RCP-III W/ ELBOWS18" CSPREMOVE CIFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLw/ FG2GIREMOVE CILEGEND:SITE 5SITE 6
8" CMPCIINVERT ONLYCI DESTROYED(NOTE)DI12" CMPTOP=48.64'CITOP=49.72'INV OUT=49.17'8" CMP8" CMPINV OUT=50.86'TOP=51.23'INV OUT=50.75'8" CMPTOP=51.26'CIINV OUT=51.28'TOP=51.79'8" CMP8" CMPCIINV OUT=47.06'TOP=47.48'8" CMPTOP=47.48'INV OUT=46.58'CICICIPIPE NOT FOUNDWITH RIP RAP OUTFALLPIPE OUTLET COVERED(NOTE)8" CMPINV OUT=48.31'TOP=48.80'CIINV OUT=48.70'TOP=49.15'INV=41.31'INV=39.62'INV=36.18'INV=36.54'INV=36.43'INV=36.64'INV=35.42'INV=38.09'INV=30.73'INV=30.12'INV=37.65'INV=37.45'FOOT BRIDGEWOODEN54" RCPMTLMTLMTLCIMTLMTLMTLMTLMTLMTLMTLMTLMTLLOG CABIN1 S2-PILES OF TELEPHONE POLESRAPRIPRAPRIPRAPRIP3' PAVED SHOULDER5' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDERNW 2ND ST. 18' PAVED ROADWAYUS 13 BYPASS 29' PAVED ROADWAYISLCONCNW 2ND ST. 25' PAVED ROADWAYTO SNOW HILL54" RCPTOP=49.96''WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSGR12'12' GR6" CURB
6" CURB
6" CURB6" CURBBY2-1BL-5=45.17'INV OUTBL-4 (MARK 1976)HHHH10" UNKNOWN12" HDPECONDUITCONDUITCONDUITCONDUITJOHN MILTON BEAMANDB 587 PG 375MARY H. HARRELLPB 4 PG 9PB 27 PG 101R/W MONR/W MONR/W MONR/W MONR/W MON200.00'EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WN 19°14'32" E782.69'194.46' LT-EL- STA 42+94.74165.36' LT-EL- STA 43+94.52100' RT-EL- STA 44+54.79165.99' RT-EL- STA 49+32.80BRIDGE #20CONCDAVID C. MADURESDB 617 PG 663DB 393 PG 489DB 398 PG 260JOSIAH EXUM, IICHRIS PARKER BEAMANDB 663 PG 96CONTENTNEA CREEKCREEKCONTENTNEA CONTENTNEA CREEKNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/29/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:10:56 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276016MATCHLINE -L- STA. 36+00, SEE SHEET 5MATCHLINE -L- STA. 50+00, SEE SHEET 7SEE SHEET NO 12 FOR -Y1SPUR- PROFILESEE SHEET NO 12 FOR -Y1- PROFILESEE SHEET NO 10 FOR -L- PROFILE 222
3
2
4
2425252525252626262626
2727272727272828282828282828292
9 292929
29292929293030303030303030303030 3030
30303030
3031313131313131 3131313131313131
31313131323232323232323232
3232323232
3232323232333333333333333333333333333
3
333334343434343434343434 34343
4
3434343 5
353535353535353535353535353535353535353535 35353535353
5
35
353535
35
35353636363636363636363636
3636363636 3737373737373737373737
373737
3737 383838 3838383838383838383838383838
383939
3939 39393939393939393939393939 40404040404040404040404040404040404040404040404040404040 404040414141414141414141414141414141414242424242424242424242424242424343434343434343 434343434343 43444444444444444444444444444444454545454545454545454545454545 45454545454545454545454545 4546464646464646464646464646464647474747474747474747474747474748484848484848484848484848484848484849494949494949494949494949494949495050505050505050505050505050505050
5050505050 505
0
51
5151515151515151515151515152525252NAD 83/ 20114045-Y1- PT Sta. 20+17.162015-Y1SPUR- PC Sta. 10+79.73-Y1SPUR- POT Sta. 10+00.00-L- POT Sta. 39+18.07 =-Y1SPUR- PT Sta. 12+20.55-Y1- POC Sta. 17+35.66 =OFFSET 33.48' LT-L- POT Sta. 42+49.99-W_L- POT Sta. 10+00.00 =BEGIN RETAINING WALL-W_L- PI Sta. 10+90.00OFFSET 35.00' LT-L- POT Sta. 39+00.00-W_L- POT Sta. 13+50.00END RETAINING WALLFFFFFFFFFFFFFFFFFFFFFFFCCCSHEET OF PERMIT DRAWINGSTSTSIMPACTS IN SURFACE WATERDENOTES TEMPORARY SSSURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550SHEET 6A132418" RCP-III 18" RCP-IV 18" RCP-IV 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FG2GI2GI w/ FG2GI w/ FG54" RCP-IIIw/MHJBRETAINRETAINw/ FG2GIw/MHTB JB 15" RCP-III RCP-III 15"w/ FG2GIEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 7 TONSCLASS 'I' RIP RAP15 SY GEO-TEXTILEEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEREMOVEREMOVEREMOVE 12" CMPREMOVEREMOVERETAINRETAINREMOVEw/ FG2GI2GI w/ FGEST. 45 TONSCLASS 'I' RIP RAPSEE DETAIL C(ON BANKS ONLY)70 SY GEO-TEXTILE15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GI15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GIw/ FG2GIREMOVE CIw/ FG2GI( Not to Scale)PIPE OUTLET CHANNELDETAIL CFROM STA. 36+42 TO STA. 36+92 LT -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 45 Tons of Class I Rip-Rapd= 4 Ft.Length= 30 Ft.EXISTING BANKEXISTING BANKdGEOTEXTILE1.5' Ft.SPECIAL CUT DITCHFROM STA. 13+19 TO STA. 15+65 -Y1- LTDETAIL DSEE DETAIL 'D'SPECIAL CUT DITCHW/ ELBOWSDRAIN PIPE18" SIDEW/ ELBOWSDRAIN PIPE18" SIDE15" RCP-III W/ ELBOWS18" CSPREMOVE CIFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLw/ FG2GIREMOVE CILEGEND:SITE 5SITE 6
TOP=49.74'
INV=30.12'
INV OUT=46.71'
INV=34.38'
15" CMP
MTL
2-PILES OF TELEPHONE POLES
GR
12'54" RCP
T
EXISTING R/W
F
F8/17/99REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/11/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:17:40 AMTIME:NCDOT_permits_CON.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
ENGINEER
ROADWAY DESIGN
SHEET NO.PROJECT REFERENCE NO.
R-5812
SHEET OF
PERMIT DRAWINGSNAD 83/ 20116AGRAPHIC SCALE
0 552.5 10
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 5
EST. 45 TONS
CLASS 'I' RIP RAP
SEE DETAIL C
(ON BANKS ONLY)
70 SY GEO-TEXTILE
TS
S
S
S
15" RCP-III
54" RCP-III
w/MH
JB
w/ FG
2GI
REMOVE
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL C
FROM STA. 36+42 TO STA. 36+92 LT -L-
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 45 Tons of Class I Rip-Rap
d= 4 Ft.
Length= 30 Ft.EXI
STI
NG BANKEXISTING BANK
d
GEOTEXTILE
1.5' Ft.
SITE 6
WETLANDS
CLEARING LIMITS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3:52:46 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
40 40
50 50
60 60
20 20
42+00.00
30 30
40 40
50 50
60 60
20 20
42+50.00
30 30
40 40
50 50
60 60
20 20
43+00.00
30 30
40 40
50 50
60 60
20 20
43+50.00
X-17R-5812
-L-
5 10
SHEET OF
PERMIT DRAWINGS
52.33 3.7:10.0200.020 51.8152.19 3:10.0200.020 51.7051.702.2:1
52.03
4
.3
:1
0.0200.020 51.5651.562.5:1
52.04
4
.4
:1
0.0200.020 51.4251.422.5:1
TOP=48.11'INV OUT=47.64'8" CMPTOP=49.27'INV OUT=48.79'8" CMP18" RCPINV.=37.67'FESFESCICITOP=49.91'INV OUT=49.37'INV OUT=50.06'TOP=50.34'CICICICICICICICICICICIINV OUT=49.97'TOP=50.21'TOP=50.72'INV OUT=49.84'INV OUT=50.24'TOP=50.30'TOP=51.01'INV OUT=49.83'INV OUT=50.66'8" CMP8" CMP8" CMP8" CMP8" CMP8" CMP8" CMP8" CMPTOP=51.08'INV OUT=50.65'8" CMPTOP=51.11'TOP=50.92'INV OUT=50.50'INV OUT=50.84'8" CMP8" CMPINV=38.89'INV=43.20'INV=38.61'INV=42.22'INV=44.03'INV=37.54'INV=37.57'INV=36.13'INV=34.88'INV=30.42'INV=31.01'INV=30.92'INV=29.98'INV=28.88'MTLMTLMTLMTLMTLMTLCULTIVATEDRAPRIPRAPRIPRAPRIPRAPRIPRAPRIPBILLBOARD49.51'INV OUT=49.97'TOP=US 13 BYPASS 24' PAVED ROADWAY4' PAVED SHOULDER4' PAVED SHOULDERTOP=50.48'CONCCONCCONCWOODSWOODSWOODSBL-6BL-7RIP RAPHH
10" UNKNOWN12" HDPE12" HDPE12" HDPE10" UNKNOWN12" HDPE12" DI10" UNKNOWNCONDUITCHRIS PARKER BEAMANEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBL-8 (MASSEY 1976)CHRIS PARKER BEAMANCHRIS PARKER BEAMANCHRIS PARKER BEAMANCHRIS PARKER BEAMANPONDNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/29/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:21:36 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276017MATCHLINE -L- STA. 50+00, SEE SHEET 6M ATCHLIN E -L- STA. 64+00, SEE SHEET 8 SEE SHEET NO 10 FOR -L- PROFILE WBWCNAD 83/ 2011-L- TS Sta. 50+14.91-L- SC Sta. 52+14.915560-L- CS Sta. 61+28.08-L- ST Sta. 63+28.0835'TYP.35'TYP.+10END SBG+50END SBGGREU TL-3,+00GREU TL-3,+75-L-FFFFFFFFFFFFFFFFFFFSHEET OF PERMIT DRAWINGSWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED***********PP(POND)SURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550444415" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FGRCP-III 18"RCP-III 18"AND EXTENDCOLLARAND EXTENDCOLLARw/ FG2GI2GI w/ FG18" RCP-IV RETAINW/ FG2GIw/ FG2GIEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 3 TONSCLASS 'I' RIP RAP7 SY GEO-TEXTILEREMOVEREMOVEREMOVEREMOVE CBREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEW/ELBOWS15" CSPw/ FG2GIw/ FG2GIEST. 3 TONSCLASS 'B' RIP RAP10 SY GEO-TEXTILE15" RCP-III LATERAL 'V' DITCHDETAIL BFROM STA. 62+17 TO STA. 62+48 LT -L-LATERAL BASE DITCHDETAIL AFROM STA. 59+50 TO STA. 62+00 RT -L-RCP-III 15"RCP-III 15"3:1 1.0'2:1
( Not to Scale)ROCK FILL IN PONDFROM STA. 57+80 -L- TO STA. 58+15 -L- LTDETAIL EProposedExistingEarth FillElev.=32.5'5'CLASS B RIP-RAPElev.=31.5'N.W.S.SEE DETAIL 'E'ROCK FILL IN PONDEST. 30 TONSCLASS 'B' RIP RAPEST 3 CY DDESEE DETAIL 'B'LATERAL 'V' DITCHEST 437 CY DDESEE DETAIL 'A'LATERAL BASE DITCHW/ ELBOWS18" CSPW/ ELBOWS18" CSPFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLLEGEND:SITE 7SITE 8SITE 9
TOP=48.11'INV OUT=47.64'8" CMPTOP=49.27'INV OUT=48.79'8" CMP18" RCPINV.=37.67'FESFESCICITOP=49.91'INV OUT=49.37'INV OUT=50.06'TOP=50.34'CICICICICICICICICICICIINV OUT=49.97'TOP=50.21'TOP=50.72'INV OUT=49.84'INV OUT=50.24'TOP=50.30'TOP=51.01'INV OUT=49.83'INV OUT=50.66'8" CMP8" CMP8" CMP8" CMP8" CMP8" CMP8" CMP8" CMPTOP=51.08'INV OUT=50.65'8" CMPTOP=51.11'TOP=50.92'INV OUT=50.50'INV OUT=50.84'8" CMP8" CMPINV=38.89'INV=43.20'INV=38.61'INV=42.22'INV=44.03'INV=37.54'INV=37.57'INV=36.13'INV=34.88'INV=30.42'INV=31.01'INV=30.92'INV=29.98'INV=28.88'MTLMTLMTLMTLMTLMTLCULTIVATEDRAPRIPRAPRIPRAPRIPRAPRIPRAPRIPBILLBOARD49.51'INV OUT=49.97'TOP=US 13 BYPASS 24' PAVED ROADWAY4' PAVED SHOULDER4' PAVED SHOULDERTOP=50.48'CONCCONCCONCWOODSWOODSWOODSBL-6BL-7RIP RAPHH
10" UNKNOWN12" HDPE12" HDPE12" HDPE10" UNKNOWN12" HDPE12" DI10" UNKNOWNCONDUITCHRIS PARKER BEAMANEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WBL-8 (MASSEY 1976)CHRIS PARKER BEAMANCHRIS PARKER BEAMANCHRIS PARKER BEAMANCHRIS PARKER BEAMAN3030 303030303030
30
30
30
31313131313
1
31313232323232
323232 3333333333333333
343434343434343434
3535353535353535353535353535353535363636363636363636363637
373737373737373737373737
373838383838383838383838383839393939
393939393939393939393939 3939 39404040404040 40
40404040404040404040404040404040404040404040 41414141
4141414141414141414141414242424242424242424242424242424343434343434343434343434343444444
4444444444444444444444454545454545454545454545454545454545454545454545454545464646464646464646464646464747474747474747474747474748484848484848484848484848494949494949494949494949495050505050
505050505050505050505050505050505050505050505050
5151 515151515151515151515151PONDNAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/29/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:3:28:55 PMTIME:NCDOT_permits_CON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276017MATCHLINE -L- STA. 50+00, SEE SHEET 6M ATCHLIN E -L- STA. 64+00, SEE SHEET 8 SEE SHEET NO 10 FOR -L- PROFILE WBWCNAD 83/ 2011-L- TS Sta. 50+14.91-L- SC Sta. 52+14.915560-L- CS Sta. 61+28.08-L- ST Sta. 63+28.0835'TYP.35'TYP.+10END SBG+50END SBGGREU TL-3,+00GREU TL-3,+75-L-FFFFFFFFFFFFFFFFFFFSHEET OF PERMIT DRAWINGSWETLANDDENOTES FILL INFFCLEARINGDENOTES MECHANIZED***********PP(POND)SURFACE WATERDENOTES IMPACTS INGRAPHIC SCALE0252512.550444415" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FGRCP-III 18"RCP-III 18"AND EXTENDCOLLARAND EXTENDCOLLARw/ FG2GI2GI w/ FG18" RCP-IV RETAINW/ FG2GIw/ FG2GIEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 3 TONSCLASS 'I' RIP RAP7 SY GEO-TEXTILEREMOVEREMOVEREMOVEREMOVE CBREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEW/ELBOWS15" CSPw/ FG2GIw/ FG2GIEST. 3 TONSCLASS 'B' RIP RAP10 SY GEO-TEXTILE15" RCP-III LATERAL 'V' DITCHDETAIL BFROM STA. 62+17 TO STA. 62+48 LT -L-LATERAL BASE DITCHDETAIL AFROM STA. 59+50 TO STA. 62+00 RT -L-RCP-III 15"RCP-III 15"3:1 1.0'2:1
( Not to Scale)ROCK FILL IN PONDFROM STA. 57+80 -L- TO STA. 58+15 -L- LTDETAIL EProposedExistingEarth FillElev.=32.5'5'CLASS B RIP-RAPElev.=31.5'N.W.S.SEE DETAIL 'E'ROCK FILL IN PONDEST. 30 TONSCLASS 'B' RIP RAPEST 3 CY DDESEE DETAIL 'B'LATERAL 'V' DITCHEST 437 CY DDESEE DETAIL 'A'LATERAL BASE DITCHW/ ELBOWS18" CSPW/ ELBOWS18" CSPFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLREMOVE CIFILL WITH FLOWABLE FILLLEGEND:SITE 7SITE 8SITE 9
WETLANDSSITE 7CLEARING LIMITS00001010101020202020303030304040404050505050606060607070707080808080909090901001001001001101101101101201201201201301301301301401401401401501501501503:37:09 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.06/23/163030404050506060202049+50.003030404050506060202050+00.003030404050506060202050+50.003030404050506060202051+00.00X-21R-5812-L-510SHEET OF PERMIT DRAWINGS51.610.0200.0203.7:150.792.7:150.7951.570.0200.0203.2:150.8550.853:151.600.0170.02050.993:150.953:151.620.0030.02051.1051.313:13:1
WETLANDSSITE 8CLEARING LIMITSWETLANDSCLEARING LIMITSCLEARING LIMITSWETLANDSSITE 8SITE 800001010101020202020303030304040404050505050606060607070707080808080909090901001001001001101101101101201201201201301301301301401401401401501501501503:44:56 PMR5812_HYD_PRM_XPL_L.dgn$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.06/23/163030404050506060202055+50.00404050506060303056+00.00404050506060303056+50.00404050506060303057+00.00X-24R-5812-L-510SHEET OF PERMIT DRAWINGS51.170.0300.03050.553:13:151.090.0300.03050.483:13:151.050.0300.0303:150.433:151.040.0300.0303:150.423:1
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 27+67 to 28+00 -L- RT Roadway Fill < 0.01 < 0.01 54 14 2 29+34 -L- LT Roadway Fill < 0.01 3 28+91 to 38+01 -L- RT Roadway Fill < 0.01 < 0.01 0.06 4 34+43 to 34+55 -L- LT Roadway Fill < 0.01 5 36+64 -L- LT 54" RCP Extension < 0.01 56 36+64 -L- LT Bank Stabilization < 0.01 < 0.01 28 11 6 42+33 to 44+12 -L- LT Roadway Fill 0.02 7 50+92 to 55+91 -L- LT Roadway Fill 0.07 0.09 8 50+66 to 56+84 -L- RT Roadway Fill 0.32 0.15 9 57+75 to 58+17 -L- LT Rock Fill in Pond < 0.01 TOTALS*:0.40 < 0.01 0.32 0.02 < 0.01 138 25 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 17OF 17 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSGREENE COUNTYR-581246981.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS10/30/2018
PONDVICINITY MAP(NOT TO SCALE)PROJECTBEGINPROJECTENDDTV======%%MPHADTADT% * INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONFUNC CLASS =000PROFILE (HORIZONTAL)PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:DESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.PROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGN000CONTRACT:A R T M ENNASOHDEPTOFTRASPORTTIONTATEOFNRTCAROLINA
NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnJMASSROC10/10/2018NCDOT_pdf_color_eng_100.plt5:18:42 PMNCDOT_permits_NOCON.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276015025501005025501001051020Prepared by the Office of:2040DUAL 5%)STATEWIDE TIERDIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.N.C.SHEET1N/AP.E.TOTALSHEETSTIP PROJECT:09/08/99See Sheet 1A For Index of SheetsSee Sheet 1B For Conventional SymbolsNAD 83/NA 20110.000 MILESNCDOT CONTACTKR-5812R-5812TYPE OF WORK:LOCATION:2018 STANDARD SPECIFICATIONS258GREENE COUNTYGRADING, PAVING, DRAINAGE201912,75017,30060(* TTST 7% +12558 MINOR ARTERIALDOMINIC WAINWRIGHT, PET. NATHAN BEDENBAUGH, PE12471255142111621155115414221173117411721104110412541400INDUSTRIAL DR W GREENE STNW SECOND STSE SECO N D ST
W HARPER STFOUR WAY RDHUNTERS TRCESE FOURTH STHWY 13 BYPASSSE TH IRD ST
KINGOLD BLVDSE SECO N D ST
BEAMAN OLD CREEK RDDRPARKWOODDRPROFESSIONAL RDGREENRIDGESnow HillHill View1391135858H U LL RD258HULL RD903125514211444Contentnea Creek
5813KINGOLD BLVDCity LimitsCity LimitsCity LimitsCity Lim its
City Lim its
City LimitsNO. 20BRIDGE (MLK JR. PKWY)US 13 BYPASS(KIN G O LD BLVD)
N C 58NC 91US 258(KIN G O LD BLVD )N C 58/ US 13
TO SN O W H ILL
TO G O LD SBO RO TO SNOW HILL(NW SECOND ST)SR 1255TO SNOW HILL
45678-L--Y1--Y1SPUR--L--L- STA. 45+44±TIE TO EXISTING BRIDGE-L- STA. 48+85±TIE TO EXISTING BRIDGECREEKCONTENTNEA 1.137 MILES1.137 MILESLENGTH ROADWAY TIP PROJECT R-5812 =LENGTH STRUCTURE TIP PROJECT R-5812 =TOTAL LENGTH TIP PROJECT R-5812 =TO FARMVILLETO WALSTONBURG-L- STA. 10+36.85BEGIN TIP PROJECT R-5812-L- STA. 73+83.06END TIP PROJECT R-5812-Y1- STA. 17+50.00END CONSTRUCTION46981.1.1PARKW O O D DR
INDUSTRIAL DR
PRO FESSIO NAL DR
PRO FESSIO NAL DR JUNE 18, 2019TOWN LIMITSCity Limits TOWN LIMITSTOWN LIMITSUS 13 BYPASS FROM NC 58 (KINGOLD BOULEVARD) TO NC 91APPROACH SLABSDO NOT DISTURBCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.A PORTION OF THIS PROJECT IS WITHIN THE TOWN OF SNOW HILL.-L- STA. 10+06.12BEGIN CONSTRUCTION25% APPROVED PLANS75% PLANSCASEY WHITLEY, PENOVEMBER 16, 2018R/ WUTILITIES46981.2.1N/AWCWCWAWAWBWBWBWBWCWCWCPBPACONTENTNEA CREEKCONTENTNEA CREEKSBFFCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCFFFFFFFCCCCCCNAD 83/ 2011NAD 83/ 2011NAD 83/ 2011NAD 83/ 2011NAD 83/ 2011SITE 1IMPACTSBUFFERSHEET __ OF __BUFFER DRAWINGSITE 2CONTENTNEA CREEK
CREEKCONTENTNEA CONTENTNEA CREEK
8" CMPCIINVERT ONLYCI DESTROYED(NOTE)DI12" CMPTOP=48.64'CITOP=49.72'INV OUT=49.17'8" CMP8" CMPINV OUT=50.86'TOP=51.23'INV OUT=50.75'8" CMPTOP=51.26'CIINV OUT=51.28'TOP=51.79'8" CMP8" CMPCIINV OUT=47.06'TOP=47.48'8" CMPTOP=47.48'INV OUT=46.58'CICICIPIPE NOT FOUNDWITH RIP RAP OUTFALLPIPE OUTLET COVERED(NOTE)8" CMPINV OUT=48.31'TOP=48.80'CIINV OUT=48.70'TOP=49.15'INV=41.31'INV=39.62'INV=36.18'INV=36.54'INV=36.43'INV=36.64'INV=35.42'INV=38.09'INV=30.73'INV=30.12'INV=37.65'INV=37.45'FOOT BRIDGEWOODEN54" RCPMTLMTLMTLCIMTLMTLMTLMTLMTLMTLMTLMTLMTLLOG CABIN1 S2-PILES OF TELEPHONE POLESRAPRIPRAPRIPRAPRIP3' PAVED SHOULDER5' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDER10' PAVED SHOULDERNW 2ND ST. 18' PAVED ROADWAYUS 13 BYPASS 29' PAVED ROADWAYISLCONCNW 2ND ST. 25' PAVED ROADWAYTO SNOW HILL54" RCPTOP=49.96''WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSGR12'12' GR6" CURB
6" CURB
6" CURB6" CURBBY2-1BL-5=45.17'INV OUTBL-4 (MARK 1976)HHHH10" UNKNOWN12" HDPECONDUITCONDUITCONDUITCONDUITJOHN MILTON BEAMANDB 587 PG 375MARY H. HARRELLPB 4 PG 9PB 27 PG 101R/W MONR/W MONR/W MONR/W MONR/W MON200.00'EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WN 19°14'32" E782.69'194.46' LT-EL- STA 42+94.74165.36' LT-EL- STA 43+94.52100' RT-EL- STA 44+54.79165.99' RT-EL- STA 49+32.80BRIDGE #20CONCDAVID C. MADURESDB 617 PG 663DB 393 PG 489DB 398 PG 260JOSIAH EXUM, IICHRIS PARKER BEAMANDB 663 PG 96NAD 83/ 2011HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION REVISIONS PENTABLE:FILE:NCDOT\2015_NCDOT_East_Reg_Div_Planning_Design_LSA\NCDOT-R-5812_US_13_Widening\6.0_CAD_BIM\6.2_Work_In_Progress\R-5812\Hydraulics\PERMITS_Environmental\Drawings\R5812_HYD_PRM_PSH.dgnUSER:JMASSROCDATE:10/29/2018NCDOT_pdf_color_eng_100.pltPLOT DRIVER:4:23:26 PMTIME:NCDOT_permits_NOCON.tbl R-5812DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDHDR Engineering, Inc. of the CarolinasN.C.B.E.L.S. License Number: F-0116555 Fayetteville St, Suite 900 Raleigh, N.C. 276016MATCHLINE -L- STA. 36+00, SEE SHEET 5MATCHLINE -L- STA. 50+00, SEE SHEET 7SEE SHEET NO 12 FOR -Y1SPUR- PROFILESEE SHEET NO 12 FOR -Y1- PROFILESEE SHEET NO 10 FOR -L- PROFILE CONTENTNEA CREEKCONTENTNEA CREEKSBNAD 83/ 20114045-Y1- PT Sta. 20+17.162015-Y1SPUR- PC Sta. 10+79.73-Y1SPUR- POT Sta. 10+00.00-L- POT Sta. 39+18.07 =-Y1SPUR- PT Sta. 12+20.55-Y1- POC Sta. 17+35.66 =OFFSET 33.48' LT-L- POT Sta. 42+49.99-W_L- POT Sta. 10+00.00 =BEGIN RETAINING WALL-W_L- PI Sta. 10+90.00OFFSET 35.00' LT-L- POT Sta. 39+00.00-W_L- POT Sta. 13+50.00END RETAINING WALLSITE 1EXISTING FILL SLOPE LIMITSITE 2ALLOWABLE IMPACTS ZONE 2FFFFFFFFFFFFFFFFFFFFFFFCCCSHEET OF PERMIT DRAWINGSMITIGABLE IMPACTS ZONE 1MITIGABLE IMPACTS ZONE 2ALLOWABLE IMPACTS ZONE 1ALLOWABLE IMPACTS ZONE 2132418" RCP-III 18" RCP-IV 18" RCP-IV 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III 2GI w/ FG2GI w/ FG2GI w/ FG2GI2GI w/ FG2GI w/ FG54" RCP-IIIw/MHJBRETAINRETAINw/ FG2GIw/MHTB JB 15" RCP-III RCP-III 15"w/ FG2GIEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEEST. 7 TONSCLASS 'I' RIP RAP15 SY GEO-TEXTILEEST. 4 TONSCLASS 'I' RIP RAP10 SY GEO-TEXTILEREMOVEREMOVEREMOVE 12" CMPREMOVEREMOVERETAINRETAINREMOVEw/ FG2GI2GI w/ FGEST. 45 TONSCLASS 'I' RIP RAPSEE DETAIL C(ON BANKS ONLY)70 SY GEO-TEXTILE15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GI15" RCP-III 15" RCP-III w/ FG2GIw/ FG2GIw/ FG2GIREMOVE CIw/ FG2GI( Not to Scale)PIPE OUTLET CHANNELDETAIL CFROM STA. 36+42 TO STA. 36+92 LT -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 45 Tons of Class I Rip-Rapd= 4 Ft.Length= 30 Ft.EXISTING BANKEXISTING BANKdGEOTEXTILE1.5' Ft.SPECIAL CUT DITCHFROM STA. 13+19 TO STA. 15+65 -Y1- LTDETAIL DSEE DETAIL 'D'SPECIAL CUT DITCHW/ ELBOWSDRAIN PIPE18" SIDEW/ ELBOWSDRAIN PIPE18" SIDE15" RCP-III W/ ELBOWS18" CSPREMOVE CIFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLFILL WITH FLOWABLE FILLw/ FG2GIREMOVE CI
Site Station StructureNo. (From/To) Size / Type1 36+05 to 37+57 -L- LT 54" RCP ExtensionX 2086 929 30152 37+60 to 42+43 -L- LT Roadway FillX1272 2746 40182086 929 3015 1272 2746 4018 0 0NOTES:Revised 2018 Feb SHEET 3 OF 3BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEGREENE COUNTYR-581246981.1.1ALLOWABLE MITIGABLE10/30/2018ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)