The URL can be used to link to this page

Home My WebLink About20191252 Ver 2_B4635_Permit Drawings_20191209_20191216(Version 2.08; Released April 2018)38446.1.2TIP No.:B-4635County(ies):SAMPSONPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2039Existing:Year:Aquatic T&E Species?Comments:YesNoNoN/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)ac.0.02 cross slope with 11' travel lanes6104sbondor@dewberry.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?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 BodyN/ABuffer Rules in Effect:418412' travel lanes with 8'-0" shoulders. 40'-0" clear roadway with 0.02 cross slope normal crown. Detour - 11' travel lanes with varying shoulders betweeen 4'-10'.Waterbody Information2019NCDWR Stream Index No.:38446.1.2Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)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’ with reinforced 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 roadway is 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 with varying 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. The permanent 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 runoff between the proposed fill and temporary fill for the detour bridge.DewberryNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project InformationB-4635WBS Element:Bridge ReplacementWBS Element:Steve BondorNCDOT Contact:(919) 707-66112610 Wycliff Rd Suite 410Raleigh NC 27607Contractor / Designer:919-636-6334dcdfuffield@ncdot.govRaleigh NC 27610Address:2/26/2019SampsonStructures Management Unit/ Dan Duffield PERoom #16River Basin(s): City/Town:1.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoWoods/RuralSouth River Overlow1.00.3 miProject DescriptionProposed ProjectCape FearSupplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits? D T V = = = = = = % % MPH ADT ADT % * 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 10/24/2019 6:05:31 AM...\Drawings\B4635_hyd_prm_TSH.dgnUSER: comooreCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NADOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRADING, DRAINAGE, PAVING AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 FUNC CLASS = K P.E. R/W LOCATION: CONST. NC COA No. F-0929 PLANS PREPARED FOR NCDOT BY: PHONE: 919.881.9939 RALEIGH, NC 27607 SUITE 410 2610 WYCLIFF ROAD DENNIS J. MORY, P.E. 2018 STANDARD SPECIFICATIONS SAMPSON COUNTY B-4635B-4635 2019 2039 4,184 6,104 60 9 60 RIVER OVERFLOW ON US 13 REPLACE BRIDGE #9 OVER SOUTH ARTERIAL MINOR TO I-95 BRIDGE 9 -L-US 13 -L-US 13 -DETL--DETL- = 0.396 MILESTOTAL LENGTH TIP PROJECT B-4635 * TTST = 14 19 DUAL 5 = 0.032 MILESLENGTH STRUCTURE TIP PROJECT B-4635 38446.1.2 38446.2.1 38446.3.1 RIVER OVERFLOWSOUTH RIVERSOUTHCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.SAMPSON COUNTYCUMBERLAND COUNTYVICINITY MAP ANNE MARIE PRIETO, P.E. =-DETL- POT STA 9+91.51 =-DETL- POT STA 26+35.00 REGIONAL TIER US 421 TO NCDOT CONTACT: DAVID STUTTS, PE OCTOBER 15, 2019 = 0.364 MILESLENGTH ROADWAY TIP PROJECT B-4635 -L- POT Sta. 18+97.31 BEGIN BRIDGE -L- POT Sta. 20+63.89 END BRIDGE APRIL 3, 2019 1441 1657 1446 1446 1446 1600 1658 1448 1447 1447 1450 1445SOUTHRIVER Little Beaverdam1472 9 1825 1822 1823 1820 1825 1821 1815 1817 1813 1815 1814 1813 1806 1811 1821 1826 18201820 1819 1819 1811 1821 1005 CSXRailroad SOUTHRI VERSO UTH RIVER SOUTHRI VERSouth RIVERSt.We st St.Godwi n - Fal conRd. HerbFarm Rd. Falcon Pop. 32182 13 J. T. Mathews Rd.Wade-StedmanKennel Rd.Wade-St edmanRd.Smi t hfi e ld Rd .BlumanBlumanRd.SherrillB aggett Rd.Rd. Bluman Rd. Stewart Rd.StewartRd.Rd. GodwinScott Jackson Rd. SmithfieldRd.Wade-Sted man Strickland Rd.Per cyStrickland Percy Rd.Sam boBar ef oot M ayna rd Rd.MartinRd. StewartRd.ParnellRd.WelcomeSchool Ha yes Pa ge Rd.Wrench Rd .AutryMillRd.AutryRd. Rd.Matt h e ws Rd.BarefootRd.BarefootRd. Fayetteville Rd. R d.S.RIVERSchoolRd.EasonRd.Goldsboro Rd. Goldsboro Rd. Kenne lCounty Cumberland County Sampson 1005 82 S am p so n Co u n ty C ounty C um berland 95 95301 13 1820 See Sheet 1B for Conventional Symbols See Sheet 1A For Index of Sheets -L- POT STA 7+66.80 BEGIN TIP PROJECT B-4635 -L- POT STA 12+21.07 BEGIN CONSTRUCTION -L- POT STA 28+60.07 END CONSTRUCTION END TIP PROJECT B-4635NAD 83/ 2011NAD 83/ 2011WC01 WB-15 WD-1 WE-01 WE-02 SITE WB SITE WE SITE WF SITE WA B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 12 PERMIT DRAWING LOCATION PROJECT 4 5NAD 83/ 2011NAD 83/ 2011 4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 8 FOR -L- PROFILE BRIDGE SKETCH -L- POT STA. 18+74+\- BEGIN APPROACH SLAB 12' 12' -L- POT STA. 20+87+/- END APPROACH SLABF-F40'-0"12'.02.02-L- POT STA. 20+63+/- END BRIDGE -L-20-L- PC Sta. 21+05.898'12'8'-L- POT STA. 19+80.00 BRIDGE No. 9 MATCH TO SHEET 5 -L- STA. 21+50.00POT STA. 18+98+/- BEGIN BRIDGE -L- SITE WB SITE WE SITE WA SITE WF B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND DENOTES FILL INFF 0'50'50' SHEET 2 OF 18 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * *** ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION TREE ROW SOUTH RIVER MTL MTL 12" CMPINV=119.21'12" CMPWOODS WOODS WOODS WOODS INLET INV=124.31' FUNNEL DRAIN INLET INV=124.33' WW CONC 12" CMPFUNNEL DRAIN INLET INV=124.18'INV=114.57' INV OUT=123.53' INV OUT=123.53' FUNNEL DRAIN INV OUT=123.60' INV=119.32' MTL MTL FUNNEL DRAIN INLET INV=124.16' INV OUT=123.48'12" CMPINV=112.54' 36" SBG 36" SBG 36" SBG 36" SBG MTL MTL 4' PS 4' PS MTL MTL WW CONC WW CONC WW CONC TO I-95 CUMBERLAND COUNTYSAMPSON COUNTY12" CMPFUNNEL DRAIN INLET INV=124.15' INV OUT=123.50' INV=116.10' EXISTING R/W EXISTING R/W S S S 10°30'28" E24.92' S 7 2 °2 0'4 6 " E 9 3 .9 1' S 80°55'29" E 72.82' S 70°35'14" E 38.98'S 59°26'58" E41.91'N 03°54'16" E53.42'N 09°02'50" E66.36'OVERFLOWSOUTH RIVEROVERFLOWSOUTH RIVERJEFFREY TIPPETT, ET ALS 1 2 JEFFREY TIPPETT, ET ALS 3 SIBYL P. GODWIN 4 SIBYL P. GODWIN150.00'SOUTH RIVERRIP RAPRIP RAPCONCCONC1 2 3 BRIDGE 37 BRIDGE 9 24' BST (FAYETTEVILLE HWY) US 13 US 13 -L-NAD 83/ 2011L PI Sta 21+49.92 D L = 88.06' T = 44.03' R = 40,075.00'101520Se = N.C. B-4635 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD TB 2GI TB 2GI 15" CSP15" CSPTB 2GI TB 2GI AND FLUME REMOVE 15" PIPE AND FLUME REMOVE 15" PIPE 15" CSP15" CSPV10=5.3FT/S Q10=0.3CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=4.9FT/S Q10=0.3CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=4.2FT/S Q10=0.3CFS5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=6.3FT/S Q10=0.6CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP 97.00' LT +50.00 11' 11' 350 TL-3 TEMP GREU 350 TL-3 TEMP GREU 11' 11'1015POC Sta. 16+64.88 BEGIN BRIDGE -DETL- TYPE B-77 TEMP B-77 TEMP TYPE O VE R F L OWS O UT H RI VE R POC Sta. 20+00.00 END BRIDGE -DETL- C F F F F F F F F F F F F F F F F F F F F F F FFF F F F F F F F F F F F F F F F F F F F 4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 8 FOR -L- PROFILE BRIDGE SKETCH -L- POT STA. 18+74+\- BEGIN APPROACH SLAB 12' 12' -L- POT STA. 20+87+/- END APPROACH SLABF-F40'-0"12'.02.02-L- POT STA. 20+63+/- END BRIDGE -L-20-L- PC Sta. 21+05.898'12'8'-L- POT STA. 19+80.00 BRIDGE No. 9 MATCH TO SHEET 5 -L- STA. 21+50.00POT STA. 18+98+/- BEGIN BRIDGE -L- SITE WB SITE WE SITE WA SITE WF B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND DENOTES FILL INFF 0'50'50' SHEET 3 OF 18 PERMIT DRAWING CLEARING DENOTES MECHANIZED* * * * *** ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY T T FILL IN WETLAND DENOTES TEMPORARY HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION TREE ROW SOUTH RIVER MTL MTL 12" CMPINV=119.21'12" CMPWOODS WOODS WOODS WOODS INLET INV=124.31' FUNNEL DRAIN INLET INV=124.33' WW CONC 12" CMPFUNNEL DRAIN INLET INV=124.18'INV=114.57' INV OUT=123.53' INV OUT=123.53' FUNNEL DRAIN INV OUT=123.60' INV=119.32' MTL MTL FUNNEL DRAIN INLET INV=124.16' INV OUT=123.48'12" CMPINV=112.54' 36" SBG 36" SBG 36" SBG 36" SBG MTL MTL 4' PS 4' PS MTL MTL WW CONC WW CONC WW CONC TO I-95 CUMBERLAND COUNTYSAMPSON COUNTY12" CMPFUNNEL DRAIN INLET INV=124.15' INV OUT=123.50' INV=116.10' EXISTING R/W EXISTING R/W S S S 10°30'28" E24.92' S 7 2 °2 0'4 6 " E 9 3 .9 1' S 80°55'29" E 72.82' S 70°35'14" E 38.98'S 59°26'58" E41.91'N 03°54'16" E53.42'N 09°02'50" E66.36'OVERFLOWSOUTH RIVEROVERFLOWSOUTH RIVERJEFFREY TIPPETT, ET ALS 1 2 JEFFREY TIPPETT, ET ALS 3 SIBYL P. GODWIN 4 SIBYL P. GODWIN150.00'SOUTH RIVERRIP RAPRIP RAPCONCCONC1 2 3 BRIDGE 37 BRIDGE 9 24' BST (FAYETTEVILLE HWY) US 13 US 13 -L-NAD 83/ 2011L PI Sta 21+49.92 D L = 88.06' T = 44.03' R = 40,075.00'101520Se = N.C. B-4635 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD TB 2GI TB 2GI 15" CSP15" CSPTB 2GI TB 2GI AND FLUME REMOVE 15" PIPE AND FLUME REMOVE 15" PIPE 15" CSP15" CSPV10=5.3FT/S Q10=0.3CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=4.9FT/S Q10=0.3CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=4.2FT/S Q10=0.3CFS5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP V10=6.3FT/S Q10=0.6CFS 5 S.Y. GEOTEXTILE 1 TON PROTECTION OUTLET CL B RIP RAP 97.00' LT +50.00 102102102102102 102 102 102 103103103103103 103 103 103 103104104104104104 104 104 104104 104105105105105105 105 105 105105 105106106106106106 106 106 106 106107107107107107 107 107 107 107108108108108108 108 108 108 108108108109109109109109 109 109 109 109109 109109 109109109109109109 109109109 109109110110 1 1 0 110110110110110110 110 110 110 110110110110110 110110110110 110110110 110110110110 110110 111111111111111111 111 111 111111111111111111111111111 111 111 111 111 111111 111111111111111 111 111 111 112112 112 112 112112 11211 2 112 112 1121 1 2112112112112112 112112 112 112 112112112112112 112 112 112 112 112 112112112112112112 112112112 112 112 112112 112 112 112112112112112 112 112112112 112 112 112 112112112112112112112112 112112112112112112112112 112112 112 112112112 112112112112112112 112 112112112112 112112112 112 112 112112112 112112112 112112 112 112112112112112112112112 112 112112112112 112 112112112112112112 112112112112112112112112112 112 112112112 112112112112112112 112112 112 112112112112112112112112112112 112112112112112 112 112 112 112 112112 112112112112 112112112112112112112 112 112 112 112 112 112 112 112 112 112 112 112 112 112 112 112 112 112 113 113 113113113113113113113113113113 113113113113 113 113 113 113 113113113 113113 113 113113113 113113113 113113 113113 113 113 113 113113113 113113113113 113113113113 113113 113 113113113113113113113113113 113113113113 113 113113 113113 113113113113113113113113 113113 113113113113113 113113113113113113113 113113113113 113 113113113113 113 113 113113113 113113 113 113 11311311311 3 113113113 113113113113 113113 113 113 113 113 113113 113113 113 113113 113113 113113 113 113113113 113113113113 113 113113113 11311311 3 113113 113 1131131131 13 113113113113113113113113113 113 113113113113 113 113113113113113 113113113113 113 113113 113 113 113113113113 113 113 113 113114 114114114114 114114 114 114 114 114 114114114114 114 114 114114114 114114114114114 114114 1 1 4 114114 114114114 114114114114114 114114114 114 114114 114 114 114 114 114114114 114 114114114114 114 114114 114 1 1 4 114 115115115115115 115 115 115 115 115115115115 115 115 115 116116 116 116 116116116 116 116 116 116116116116116 116 116 117117117117117117 117 117 117117117 117 117 117117 117 117 118 118118118118118 118 118 118 118118118 118 118 118 118118 1181191191191191 19 119 119 119 119 119119119119 119 119 119119 119119 119 119 120 120 120 120120120 120 120 120 120120120120120 120 120 120 120 120 121121 1211211 21121 121121121121 121121 121 121 121121 121121 121 121 121 121 121 121 121 121122122 122122 122122122 122 122 122122122122 122 122122122122 122 122122 122 122 122 122 123123123123 123123123 123123 123123 123 123 123123123123 123123 12312 3123123 123 123123123123123123 123 123 123 123 123 123 123 123 123 123 124 124 124 124124124124124124 124124124 124124 124124 124124124 124 124 124 124124 124 1241 2 4 12 4124124124124124 124124124 1 2 4 124124124124 124 124 124 124124124124124 124 124124 124124124124124 124 1 2 4 124 124 1 2 4 124 124 124 124 124 124 124 125125 125125 125 125125125125125 125125125 125 125 1 2 5 125 125 125 125125 125 125 125 125125125 125125 125 125 125 125 125125125125 125 125 125 125 125125125 125 125 125125125125 125125125125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 126 126 126 126 126 126 126126 126126126126126 126 1 2 6 126126126 126 126 126 126 126 127 127 12712712711' 11' 350 TL-3 TEMP GREU 350 TL-3 TEMP GREU 11' 11'1015POC Sta. 16+64.88 BEGIN BRIDGE -DETL- TYPE B-77 TEMP B-77 TEMP TYPE O VE R F L OWS O UT H RI VE R POC Sta. 20+00.00 END BRIDGE -DETL- C F F F F F F F F F F F F F F F F F F F F F F FFF F F F F F F F F F F F F F F F F F F F 5 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 8 FOR -L- PROFILEMATCH TO SHEET 4 -L- STA. 21+50.00B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND DENOTES FILL INFF SITE WA SHEET 4 OF 18 PERMIT DRAWING 0'50'50' SITE WF FILL IN WETLANDS CLEARING DENOTES MECHANIZED** * * *** ** * * HC HC CLEARING DENOTES HAND T T FILL IN WETLAND DENOTES TEMPORARY CLEARING HAND vvvWOODS WOODS WOODS BL-4 TO SPIVEYS CORNER B4635-102 EXISTING R/W EXISTING R/W 3 SIBYL P. GODWIN 4 SIBYL P. GODWIN 150.00'OF 13" PINE RR SPIKE IN BASE ELEV.=115.37' O/S 103.94' RT -BL- STA 18+44.14 E: 2,108,876 N: 511,561 BM#1 PASTURE 3 S ELEC4 S BW48" WW W/ 1 S BW 24' BST (FAYETTEVILLE HWY) US 13 BM#1 BL-4 US 13 -L-NAD 83/ 201125B-4635 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD NAD 83/ 2011NAD 83/ 2011F F F F F F F F F F F F C C F F F F F F F F F F F F F F F F F F 5 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 8 FOR -L- PROFILEMATCH TO SHEET 4 -L- STA. 21+50.00B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019WETLAND DENOTES FILL INFF SITE WA SHEET 5 OF 18 PERMIT DRAWING 0'50'50' SITE WF FILL IN WETLANDS CLEARING DENOTES MECHANIZED** * * *** ** * * HC HC CLEARING DENOTES HAND T T FILL IN WETLAND DENOTES TEMPORARY CLEARING HAND vvvWOODS WOODS WOODS BL-4 TO SPIVEYS CORNER B4635-102 EXISTING R/W EXISTING R/W 3 SIBYL P. GODWIN 4 SIBYL P. GODWIN 150.00'OF 13" PINE RR SPIKE IN BASE ELEV.=115.37' O/S 103.94' RT -BL- STA 18+44.14 E: 2,108,876 N: 511,561 BM#1 PASTURE 3 S ELEC4 S BW48" WW W/ 1 S BW 24' BST (FAYETTEVILLE HWY) US 13 BM#1 BL-4 US 13 -L-NAD 83/ 201125B-4635 SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 2610 WYCLIFF ROAD 110111111 111 111 111 111 112112112112112112 112112 112112112 112112 1121121121121 1 2 112112 112112 112112 112112 11211 2112112 112112112112112 112112112112112112112112112 112112112 112112 112112112112112 112112112112 112112112 112112112112112 112 11211211211211 2112112112112112112112112112112112 112112112112112 112 112112 112112112 112 1121121 1 2 112112112112112112 112112 112 112112112112112 112112112112112 112 112112 112112112112 112112 112 112112 112 112112 112 112112112112112112112112 112112112112 11211211211211211211211 2112 112112112112112 112 112112112112 112 112 112112 112112112112112 112 112112 112 112 112 112112112 1121121 1 2 112 112 112 112 112112112 112 112 112112 112 112 112 112 112 112112 112 112 112 112 112 112 112 112 112 113 1131131131131131131131131131 13 113113 113113113 113113 113113113113 113113 113 113113113113113 113 113113 1 1 3 113113 113 113 113 113 113 113113 113 113 113113113113113113113113113113 113113113113113113113 113113113113113113 113113113 113 113113113 113113113 113 113 113113113113 113113113113 113113113 113113113113 113113113 113 113 113113113113 113 113113113113113113113 113 113113 113113113113113113 113 113 113113 113 113113113113113113113113113113 113113 113113 113113113113113113113113113113 113 113113 113 1 1 311311 3 113113113 113 113 113113 113 113 113 113 113113 113 113 113 113 113 113 113113 113113113113 113 113113113113113 113 113 113 113 113113113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 113 114114114 114114114114114114 114114 114114114 114114114 114114114114 114114114 114114114 114 114114 114 114 114114 114114114114 114 114 114114 114 114114114114114 114 114114 114 114 114 114 114 114114114 114 114114 114114114 114 114 114 114114 114114114 114 114114 114114114 114114114 114114 114 114 114114 114 114 114114114114114 114114 114 114114114114 114114114114114114 114114114114114 114114114114 114114114 114114 114 114114 114 114 114 114114 114114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114114 114114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 114 115115 115115115 115115115115 115 115115 115 115115115 1 1 5 115115115 1151 1 5 115115 115115 115 115 115115115 115 115115 115 115 115115 115115115 115 115 115 115 1 1 5 115 115115115 115 115 115 115 115 115 115 115115115 115 115 115 115 115 115115 115 115 115 115 115115 115 115 115115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 116116 116 116 116116116116 116116 116 116116116116116 116 116116 116 116116116 116116 116116 116 116116 116 116 116 116 116 116 116116 116 116116 116116116116116116116 116 116116 116 116 116116116 116116 116116 116 116116 116116 116116116 116116116 116116116 116116116 116116116 1161161161 1 6 116116 116116 116116 116 116 116 116116 116 116 116 116116116 116116 116116 116 116116116 116 116 116 116 116 1 1 6 1 1 6 116 116 116116 116 116 116 116 116116 116116 116116 116 116 116 116 116116116116 116 116 116 116 116116 116 116 116 116 116 116 116 116 116116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116 116117117117117 117 1171171 17117 117117117117117117117117117 117117 117117117117117117 117 117 117117117 117117117 117 117117 117 117117117117 117 117117117 117 117 117117 117 117 117117117 117 117 117117117117 117117117117 117117 1171 1 7 117117117117 117 117 117 117 117 117117 117117117 117117 1171 1 7 117 117 117 117 117 117 117 117 117 117117 117 117 117 117 117117117 117 117 117 117117 117117 117 117 117 117 117117 117 117 117 117 117 117 117117117117117117117 117 117 117 117117117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 117 118118118 118118 118118 118 118118118118118 118 118 118 118118118 118118118 118118 118118 118 118118118118 118118 118 118 118118 118 118 118 118118118 118 118 118 118118118118 118118 118118 118118118118 118118 118118118118 118 118 118118 118118118 118118118 118118 118 118118 118118118118 118118 118 1 1 8 118 118118 118 118 118118118 118 118 118 118118 118118 118 118 118118118 118 118 118 118 118 118 118118 118 118 118 118 118 118 118 118 118 118118 118118 118 118 118 118 118 118 118 118 118 118118 118 118 118 118 118 118 118 118 118 118 118 118 118 118 119119119 119 119119119 119119 119 1 1 9 119119 119 119 119 119 119119 119 119 119119119119119119119 119 119 119 119 119 119 119119 119119119119119 119 119119119119 119119119 119119119119 119119 119 119 119 119 119 119119119119119119 119 119 119 119119119 119 119119119119 119 119 119 119 119 119 119 119 119 119 119 119 119 119119 119 119 119 119 119 119 119 119 119 119 119 119 119 119 119 119 119 119 119120 120120120 120120120 120 120120120120 120120120 120 120120120120 120 120 120 120120 120120 120120 120 120 120 120 120 120 120 120 120 120 120 120 120 1 2 0 120 120 120 120 1 2 0 120120 120 120 120 120 120120 120 120 120 120 120 120 120 120 120 120 120 120120 120 120 120 120 120 120 120 120 120 120 120120 120 120 120 120 120 120 120 120 120 120 120 120 120 1 2 0 120 120 120 120 120120 120 120 120 120 120 120 120 120120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 121121121121121121 121 121 121 121121121121121121 121 121121 121121121 121121 121 121 121 121121 121 121 121 121 121 121 122122122122122122122 122 122 122 122122 122122122 122122 122122122122122122 122122 122 123123 123123123123123 123 123 123 123123123123123123 123123 123 123 123 123 124124 124124 124124124124124124124 124 124 124 124 124124 124124124124124 12 4 124 124 124 124 124124124124124124 124124 124 124 124 124 124 124 124124 124 124124 124 125125 125125125125125125125125125 125125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 126126 126126126 1 2 6 126126126 126 126 126 126 126 126 126 126 126 126 127127127127127127127127 127127127 127 1271271271271 2 7 127127127127 12 7 127127 127127 127 127 127127 127 127 127127127 127 127 127 127 127 127 127 127 127 127 127 127 128128128128 128128128 128 128128 128128128 128129 129129129129129 129 129 129 129 129 129 129 129 129130 130130130130130 130 130 130 130 130 131131131 131 131131131131 131131 131 131 131 131 131 132132132132132132132 132 132 132 132 132 132132 132 133133 133133133133 133 133133133 133 133 133133 133 133 134134134134134134 134 134 134 134134134 134 134 134 134 134 135135135135135135135135 135 135135 135 135 136136136136136 136 136 137137137 137 137137 137 137 138138138 138138 139139140 140140 140 140 140 140 141141141 141 141 141141141141141141141 141 141 141 141 1 4 1 141 141 141 142 142 142 142142 143NAD 83/ 2011NAD 83/ 2011F F F F F F F F F F F F C C F F F F F F F F F F F F F F F F F F 20 30 40 50 60 70 80 90 100 110 120 130 20 30 40 50 60 70 80 90 100 110 120 130 8 5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 140140 150150 18 19 20 21 22 23 24 25 261314151617 SEE SHT 4 & 5 FOR -L- PLAN DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 6560 = 50 = 118.1 = 7820 = 100 = 119.1 = 500+ = 19260 = 124.5 = 6/25/2018 = 110.4 B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 6 OF 12 PERMIT DRAWING PI = 16+70.00 EL = 124.35' VC = 300' K = 231 PI = 19+80.00 EL = 127.45' VC = 300' K = 158 PI = 22+75.00 EL = 124.79' VC = 180' K = 316 DS = > 60 MPH DS = > 60 MPH PROPOSED GRADE EXISTING GROUND PROPOSED BRIDGE DS = 60 MPH (-)0.3000%(+)1.0000% (+)1.0000%(-)0.9000% (-)0.9000%(-)0.3300% -L- RESURFACING PROPOSED RESURFACING PROPOSED EL. 124.30'-L- Sta. 24+25.00 BEGIN RESURFACINGEND GRADEEL. 124.92'-L- Sta. 14+80.00 BEGIN GRADEEND RESURFACINGBEGIN BRIDGEEND BRIDGECONCRETE PIER REMOVE EXISTING LOW SIDE/ LOW CHORD 4.0' END BENT CAPS 102 CY ELEV. = 113.7' EXCAVATE TO 3.5' RR SPIKE IN BASE OF 13" PINE ELEV. 115.37' 121.21' RIGHT -L- STA 23+45.41 BM #1 CHANNEL UPSTREAM FACE 95 CY ELEV. = 113.7' EXCAVATE TO CL. II RIPRAP AT 1.5:1 REMOVE EXISTING CONCRETE ABUTMENTS-L- Sta. 18+97.31-L- Sta. 20+63.896/25/2018 WSEL =110.4' PROP 100 YR =119.1' 3@55'; OAL=165' 36" PSCG SKEW=90 DEG. GRADE ELEV.=127.44' C/L -L- STA. 19+80.6 B-4635NC COA No. F-0929 PHONE: 919.881.9939 RALEIGH, NC 27607 SUITE 410 2610 WYCLIFF ROAD 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 PROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 100 100 14+50.00 110 110 120 120 130 130 100 100 15+00.00 110 110 120 120 130 130 100 100 15+50.00 110 110 120 120 130 130 140 140 100 100 16+00.00 X-1B-4635 -L- 5 10 BEGIN PROJECT 12+21.07 BEGIN GRADE 14+80.00 DETOUR REMOVAL EXCAVATION UNDERCUT EXCAVATION WETLAND WETLAND WETLAND B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 7 OF 18 PERMIT DRAWING 125.01 WETLANDSWETLANDSSTA 13+21.14 -DETL- 124.72 3:16:1 0.0200.020 WETLANDSWETLANDSSTA 13+71.52 -DETL- 124.57 0.0200.020 3:16:1 WETLANDSWETLANDS 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 PROJ. REFERENCE NO.SHEET NO.0 6/23/16120 120 130 130 110 11016+50.00 110 110 120 120 130 130 100 100 17+00.00 110 110 120 120 130 130 100 100 17+50.00 110 110 120 120 130 130 140 140 100 100 18+00.00 X-2B-4635 -L- 5 10 DETOUR REMOVAL EXCAVATION UNDERCUT EXCAVATION WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 8 OF 18 PERMIT DRAWING STA 14+21.89 -DETL- 124.34 3:13:1 0.0200.020 WETLANDSWETLANDSSTA 14+72.17 -DETL- 124.21 3:13:1 0.0200.020 WETLANDSWETLANDSSTA 15+22.38 -DETL- 124.09 3:13:1 0.0200.020 WETLANDSWETLANDSSTA 15+72.53 -DETL- 124.02 3:13:1 0.0200.020 WETLANDSWETLANDS 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 PROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 100 100 18+50.00 110 110 120 120 130 130 140 140 100 100 19+00.00 110 110 120 120 130 130 140 140 100 10019+50.00 110 110 120 120 130 130 140 140 100 10020+00.00 X-3B-4635 -L- 5 10 BEGIN BRIDGE 18+97.31 DETOUR REMOVAL EXCAVATION UNDERCUT EXCAVATION WETLAND WETLAND WETLAND WETLAND B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 9 OF 18 PERMIT DRAWING STA 16+22.63 -DETL- 124.06 3:12:1 0.0200.020 WETLANDSWETLANDSSTA 16+72.69 -DETL- 124.01 0.0200.020 WETLANDSWETLANDSSTA 17+22.73 -DETL- 108.77 0.0200.020 STA 17+72.74 -DETL- 108.89 0.0200.020 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 PROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 100 100 20+50.00 110 110 120 120 130 130 100 100 21+00.00 110 110 120 120 130 130 100 100 21+50.00 110 110 120 120 130 130 140 140 100 100 22+00.00 X-4B-4635 -L- 5 10 20+63.89 END BRIDGE DETOUR REMOVAL EXCAVATION UNDERCUT EXCAVATION WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019SHEET 10 OF 18 PERMIT DRAWING STA 18+22.74 -DETL- 123.25 0.0200.020 WETLANDSWETLANDSSTA 18+72.74 -DETL- 124.21 3:10.0200.020 WETLANDSWETLANDS2:1 STA 19+22.70 -DETL- 124.36 3:13:1 0.0200.020 WETLANDSWETLANDSSTA 19+72.68 -DETL- 124.45 3:13:1 0.0200.020 WETLANDSWETLANDS 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 PROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 140 140 100 100 22+50.00 120 120 130 130 140 140 110 110 23+00.00 120 120 130 130 140 140 110 110 23+50.00 120 120 130 130 110 110 24+00.00 X-5B-4635 -L- 5 10 120 130 110 24+25.00 END GRADE 28+60.07 END PROJECT DETOUR REMOVAL EXCAVATION UNDERCUT EXCAVATION WETLAND WETLAND WETLAND WETLAND WETLAND SHEET 11 OF 18 PERMIT DRAWING B4635_Permit Drawings_20190225.pdfDEWBERRY2/25/2019STA 20+22.75 -DETL- 124.48 3:13:1 0.0200.020 WETLANDSWETLANDSWETLANDSSTA 20+72.86 -DETL- 124.43 3:13:1 0.0200.020 WETLANDSWETLANDSSTA 21+23.03 -DETL- 124.463:1 0.0200.020 3:1WETLANDSSTA 21+73.27 -DETL- 124.34 0.0200.020 3.4:1 STA 21+98.41 -DETL- 124.30 EX EX 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 12/3/2019 3:40:12 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 100 100 12+50.00 110 110 120 120 130 130 140 140 13+00.00 110 110 120 120 130 130 140 140 13+50.00 120 120 130 130 140 140 110 11014+00.00 X-6B-4635 -DETL- 5 10 10+00.00 BEGIN PROJECT BEGIN GRADE 12+56.87 SHEET 12 OF 18 PERMIT DRAWING 124.67 0.020 2:1WETLANDSWETLANDS123.88 0.020 2:1WETLANDSWETLANDS123.04 0.006 2:1WETLANDSWETLANDS121.00 0.014 0.014 2:1WETLANDSWETLANDS 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 12/3/2019 3:40:14 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16120 120 130 130 140 140 110 11014+50.00 110 110 120 120 130 130 140 140 15+00.00 110 110 120 120 130 130 140 140 15+50.00 110 110 120 120 130 130 140 140 16+00.00 X-7B-4635 -DETL- 5 10 SHEET 13 OF 18 PERMIT DRAWING 117.89 0.034 0.034 2:1WETLANDSWETLANDS115.05 0.040 0.040 2:1WETLANDSWETLANDS113.83 0.040 0.040 2:1WETLANDSWETLANDS113.82 0.040 0.040 2:1WETLANDSWETLANDS 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 12/3/2019 3:40:16 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 140 140 100 100 16+50.00 110 110 120 120 130 130 17+00.00 110 110 120 120 130 130 100 10017+50.00 110 110 120 120 130 130 100 100 18+00.00 X-8B-4635 -DETL- 5 10 16+64.88 BEGIN DETOUR BRIDGE SHEET 14 OF 18 PERMIT DRAWING 113.22 0.040 0.040 2:1WETLANDSWETLANDS112.49 0.040 0.040 108.89 0.040 0.040 109.27 0.040 0.040 WETLANDSWETLANDS 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 12/3/2019 4:26:52 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 140 140 100 100 18+50.00 110 110 120 120 130 130 140 140 19+00.00 110 110 120 120 130 130 140 140 19+50.00 110 110 120 120 130 130 140 140 20+00.00 X-9B-4635 -DETL- 5 10 END DETOUR BRIDGE SHEET 15 OF 18 PERMIT DRAWING 113.04 0.040 0.040 WETLANDSWETLANDS113.23 0.040 0.040 WETLANDSWETLANDS114.59 0.040 0.040 WETLANDSWETLANDS113.38 0.040 0.040 2:1WETLANDSWETLANDS 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 12/3/2019 4:25:26 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16110 110 120 120 130 130 140 140 100 100 20+50.00 110 110 120 120 130 130 140 140 21+00.00 120 120 130 130 140 140 110 110 21+50.00 120 120 130 130 140 140 110 11022+00.00 X-10B-4635 -DETL- 5 10 SHEET 16 OF 18 PERMIT DRAWING 113.72 0.040 0.040 2:1WETLANDSWETLANDS114.78 0.040 0.040 2:1WETLANDSWETLANDS116.38 0.040 0.040 2:1118.99 0.0270.027 2:1 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 12/3/2019 4:25:55 PM...\B4635_RDY_XPL_DETL.dgnUSER: comoorePROJ. REFERENCE NO.SHEET NO.0 6/23/16120 120 130 130 140 140 110 110 22+50.00 120 120 130 130 110 110 23+00.00 120 120 130 130 110 110 23+50.00 120 120 130 130 110 110 24+00.00 X-11B-4635 -DETL- 5 10 23+73.47 END GRADE SHEET 17 OF 18 PERMIT DRAWING 121.80 0.0070.007 2:1123.53 0.013 2:1123.76 0.020 2:1123.95 0.020 2:1 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)WB L 15+85 TO 19+20 LT ROADWAY FILL 0.10 0.07 WA L 20+40 TO 23+53 LT ROADWAY FILL 0.08 0.07 WE L 14+09 TO 19+17 RT ROADWAY FILL 0.20 0.03 0.15 WE DETL 11+67 TO 16+66 RT TEMPORARY FILL 0.08 0.02 0.07 WF L 21+19 TO 23+37 RT ROADWAY FILL 0.02 WF DETL 20+00 TO 21+08 RT TEMPORARY FILL 0.06 0.03 0.02 100 WB L 19+20 LT/RT IMPERVIOUS DIKE 0.02 86 WA L 20+19 LT/RT IMPERVIOUS DIKE TOTALS*:0.41 0.14 0.03 0.31 0.10 0.04 0 186 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 18OF 18* Impervious dikes included due to the request of roadside environmental WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSSAMPSON COUNTYB-463538446.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS12/6/2019