20191252 Ver 1_B4635 utilities combined_20190920

BRIDGE 9 DTV======%%MPHADTADT% * 000PROFILE (HORIZONTAL) PROJECT LENGTHRIGHT OF WAY DATE: LETTING DATE:STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEETDESIGN DATASIGNATURE:SIGNATURE:P.E.P.E.PROJECT ENGINEERPROJECT DESIGN ENGINEERGRAPHIC SCALES PLANSPROFILE (VERTICAL) HYDRAULICS ENGINEERENGINEERROADWAY DESIGNTYPE OF WORK:09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA0016-SEP-2019 15:39R:\Utilities\Engineering\NEU\Perm it Plans and Narrative\B4635_ut_NEU01_TSH.dgn$$$$USERNAME$$$$CONTRACT:TIP PROJECT:ARTMENNASOHDEPTOFTRAS
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OR
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OFNRTCAROLINADOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED2550100502550100505102010FUNC CLASS =KP.E.R/WLOCATION: CONST.NC COA No. F-0929PLANS PREPARED FOR NCDOT BY:PHONE: [phone]RALEIGH, NC 27607SUITE 4102610 WYCLIFF ROADDENNIS J. MORY, P.E. 2018 STANDARD SPECIFICATIONSB-4635
B-4635201920394,1846,10460960RIVER OVERFLOW ON US 13REPLACE BRIDGE #9 OVER SOUTHARTERIALMINOR TO I-95-L-US 13-L-US 13-DETL--DETL-= 0.310 MILESTOTAL LENGTH TIP PROJECT B-4635* TTST = 1419DUAL 5= 0.032 MILESLENGTH STRUCTURE TIP PROJECT B-463538446.1.238446.2.138446.3.1RIVER OVERFLOWSOUTH RIVER
SOUTHCLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.SOUTHRIVERLittle
Beaverda
m9CSXRailroadSOUTHRIVERSOUTHRIVERSOUTHRIVERSouthRIVERSt.WestSt.Godwin - FalconRd.HerbFarmRd.FalconPop. 3218213GoldsboroRd.Goldsboro
Rd.CountyCumberland CountySampson 82Sampson CountyCountyCumberland 959530113SAMPSON COUNTY
CUMBERLAND COUNTY VICINITY MAPANNE MARIE PRIETO, P.E.=-DETL- POT STA 9+91.51=-DETL- POT STA 26+35.00-L- POT STA 12+21.07BEGIN TIP PROJECT B-4635-L- POT STA 28+60.07END TIP PROJECT B-4635REGIONAL TIERUS 421TO See Sheet 1B for Conventional SymbolsNCDOT CONTACT: DAVID STUTTS, PEOCTOBER 15, 2019= 0.278 MILESLENGTH ROADWAY TIP PROJECT B-4635-L- POT Sta. 18+97.31BEGIN BRIDGE-L- POT Sta. 20+63.89END BRIDGEAPRIL 3, 2019SAMPSON COUNTYNEU PERMIT PLANS RELOCATE TRANSMISSION POWER LINENE-01LOCATIONPROJECT45NE-02NE-03NAD 83/ 2011
NAD 83/ 2011 144116571446144614461600165814481447144714501445147218251822182318201825182118151817181318151814181318061811182118261820182018191819181118211005J. T. MathewsRd.Wade-StedmanKennelRd.Wade-StedmanRd.Sm ithfield Rd.BlumanBlumanRd.SherrillBaggettRd.Rd.BlumanRd.StewartRd.Stewart Rd.Rd.GodwinScottJacksonRd.SmithfieldRd.Wade-StedmanStricklandRd.PercyStricklandPercyRd.SamboBarefootMaynardRd.
MartinRd.StewartRd.ParnellRd.WelcomeSchoolHayesPageRd.WrenchRd.AutryMillRd.Autry
Rd.Rd.MatthewsRd.Barefoot Rd.BarefootRd.FayettevilleRd.Rd.S.RIVERSchoolRd.Eason Rd.Kennel10051820
Sta. 11+00 -L-REMOVEDSREMC POLEREMOVEDSREMC POLEREMOVEDSREMC POLEPOLENEW SREMCPOLENEW SREMCSREMCAERIALSREMCAERIALSREMCAERIALPOLENEW SREMCWETLAND FLAG WB-01 NOT FOUNDWETLAND FLAG WB-01 NOT FOUNDA=1.044 ACRESEE SHEET 8 FOR -L- PROFILEBRIDGE SKETCH12'12'F-F
40'-0"
12'
.02.02-L-20-L- PC Sta. 21+05.898'12'8'-L- POT STA. 19+80.00BRIDGE No. 9M ATCH TO SHEET 5 -L- STA. 21+50.00-L- POT STA. 18+97.31BEGIN BRIDGE-L- POT STA. 20+63.89END BRIDGE-L- POT STA. 18+73.14BEGIN APPROACH SLAB-L- POT STA. 20+88.06END APPROACH SLAB16-SEP-2019 15:06R:\Utilities\Engineering\NEU\Permit Plans and Narrative\B4635_ut_NEU02_psh04.dgn$$$$USERNAM E$$$$HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO.DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDNE-02HCHCCLEARINGDENOTES HANDTB 2GITB 2GI15" CSP15" CSP
TB 2GITB 2GI102 CYELEV. 113.7EXCAVATE TO TO END OF BRIDGE-L- STA. 18+59 LT/RTSBG FROM 95 CYELEV. 113.7EXCAVATE TO -L- STA. 19+04 LT/RTAND 15" PIPEREMOVE EXIST. FLUMESAND FLUMEREMOVE 15" PIPEAND FLUMEREMOVE 15" PIPEAT 1.5:1 CL. II RIPRAP+73 LT/RT+87 LT/RT15" CSP15" CSPAT 1.5:1 CL. II RIPRAP-L- STA. 21+03 LT/RT BRIDGE TO SBG FROM END OFV10=5.3FT/SQ10=0.3CFS5 S.Y. GEOTEXTILE1 TONPROTECTIONOUTLETCL B RIP RAPV10=4.9FT/SQ10=0.3CFS5 S.Y. GEOTEXTILE1 TONPROTECTIONOUTLETCL B RIP RAPV10=4.2FT/SQ10=0.3CFS5 S.Y. GEOTEXTILE1 TONPROTECTIONOUTLETCL B RIP RAPV10=6.3FT/SQ10=0.6CFS5 S.Y. GEOTEXTILE1 TONPROTECTIONOUTLETCL B RIP RAPTYPE-IIITYPE-III12'12'.02.02 EX.EX.4' PS10' PSUS 13-L-TYPE-IIITYPE-III12'12'GREU 350 TL-3GREU 350 TL-38:18:1MILLING AND OVERLAYRIVER
SOUTHLPI Sta 21+49.92DL = 88.06'T = 44.03'R = 40,075.00'10
15
20-L- POT Sta. 14+80.00Se = 0.02 (N.C.)-L- POT Sta. 12+21.07BEGIN GRADEEND RESURFACINGBEGIN RESURFACINGBEGIN PROJECT B-4635-L- PC Sta. 21+05.89
-L- POT Sta. 8+00.00
-L- POT Sta. 18+97.31BEGIN BRIDGE-L- POT Sta. 20+63.89END BRIDGEB-4635SUITE 410RALEIGH, NC 27607PHONE: [phone]NC COA No. F-09292610 WYCLIFF ROAD82.00' RT+00.00EX. R/W+25.0085' LT+00.00EX. R/W+50.00EX. R/W+00.00115.00' RT+20.0096.67'+54.3097.00'+50.00321-DETL--DETL- Sta. 12+56.87BEGIN DETOUR GRADE-DETL- Sta. 10+00.00PI Sta 11+82.63DL = 364.74'T = 182.63'R = 2,810.00'Se = 0.04PI Sta 18+18.21DL = 901.92'T = 453.47'R = 3,500.00'Se = 0.04-DETL- PC Sta. 10+00.00-DETL- PRC Sta. 13+64.74BEGIN DETOUR B-4635BEGIN DETOUR WIDENING & OVERLAYWIDENING & OVERLAYEND DETOUR -DETL- POT Sta. 8+00.00TREE ROWSOUTH RIVERMTLMTL12" CMP INV=119.21'12" CMP WOODSWOODSWOODSWOODSBS4 = 119.85'BS3 = 119.89'BS2 = 119.88'BS1 = 119.83'BRIDGE SEAT ELEVATIONSINLET INV=124.31'FUNNEL DRAINBL-1INLET INV=124.33'WWCONCBS1BL-2BL-3BS212" CMP
FUNNEL DRAININLET INV=124.18'INV=114.57'INV OUT=123.53'INV OUT=123.53'FUNNEL DRAININV OUT=123.60'INV=119.32'BS3BS4MTLMTLFUNNEL DRAININLET INV=124.16'INV OUT=123.48'12" CMP
INV=112.54'36" SBG36" SBG36" SBG36" SBGMTLMTL4' PS4' PSBS4 = 121.56'BS3 = 121.53'BS2 = 121.57'BS1 = 121.57'BRIDGE SEAT ELEVATIONSBS1BS2BS3BS4MTLMTLWWCONCWWCONCWWCONCTO I-95CUMBERLAND COUNTYSAMPSON COUNTY
12" CMP
FUNNEL DRAININLET INV=124.15'INV OUT=123.50'INV=116.10'-EL-EXISTING R/WEXISTING R/WSSS 10°30'28" E24.92'S 72°20'46" E93.91'S 80°55'29" E72.82'S 70°35'14" E38.98'S 59°26'58" E41.91'N 03°54'16" E53.42'N 09°02'50" E66.36'OVERFLOWSOUTH RIVEROVERFLOWSOUTH RIVERJEFFREY TIPPETT, ET ALSDB 2701 PG 38012JEFFREY TIPPETT, ET ALSDB 2510 PG 6413DB 1779 PG 927SIBYL P. GODWIN4DB 1779 PG 927SIBYL P. GODWIN150.00'
SOUTH RIVERRIP RAP
RIP RAP
CONC
CONC123BRIDGE 37BRIDGE 924' BST(FAYETTEVILLE HWY)US 13WC03WC02WC01WA-03WA-02WA-01WB-02WB-03WB-04WB-06WB-05WB-07WB-08WB-09WB-10WB-15WB-14WB-13WB-12WB-11WF-5WF-4WF-3WF-2WF-1WD-2WD-1WE-16WE-15WE-14WE-13WE-12WE-11WE-10WE-09WE-08WE-07WE-06WE-05WE-01WE-02WE-03WE-0450
0
50
1 502503504507
50
8
509
510
511
512
513514
51
5
517
518554555556
666
66
7
668
669
670
671 696
69
7698
69
9
70070
1
70
2
70
3
704
70
5 706707
708
70
9
711
71
2
713725 726 727 WC07WC06WC05WC04WC03WC02WC01WA-03WA-02WA-01WB-02WB-03WB-04WB-06WB-05WB-07WB-08WB-09WB-10WB-15WB-14WB-13WB-12WB-11WF-5WF-4WF-3WF-2WF-1WD-4WD-3WD-2WD-1WE-16WE-15WE-14WE-13WE-12WE-11WE-10WE-09WE-08WE-07WE-06WE-05WE-01WE-02WE-03WE-04CFFFFFFFFFFFFFFFFFFFFFFFFFSITE 1N AD 83/ 2011
Sta.23+58 -L-WA DPW (DATA POINT)WA DPU (DATA POINT)A=0.109 ACRE16-SEP-2019 14:56R:\Utilities\Engineering\NEU\Permit Plans and Narrative\B4635_ut_NEU03_psh05.dgn$$$$USERNAM E$$$$HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDSEE SHEET 8 FOR -L- PROFILEM ATCH TO SHEET 4 -L- STA. 21+50.00PARCEL No.SHEET No.PROPERTY OWNER NAME12344,54,5JEFFREY TIPPETT, ET ALSSIBYL P. GODWINSIBYL P. GODWINPARCEL INDEXHCHCCLEARINGDENOTES HANDNE-0312'12'.02.02 EX.EX.2' PSUS 13-L-10' PS12'12'10' PSGREU 350 TL-3GREU 3508:18:1MILLING AND OVERLAY25-L- POT Sta. 24+25.00-L- POT Sta. 28+60.07BEGIN RESURFACINGEND GRADEEND PROJECT B-4635END RESURFACING-L- POT Sta. 29+37.45
-L- PT Sta. 21+93.95
B-4635SUITE 410RALEIGH, NC 27607PHONE: [phone]NC COA No. F-09292610 WYCLIFF ROAD85.11' LT+00.0081.89' RT+00.00EX. R/W+75.00EX. R/W+50.00EX. R/W+00.00115.00' RT+50.0097.00'+50.00EX. R/W+00.0032WA-06WA-11WA-10WA-09WA-08WA-08WA-07WA-05WA-04WF-9WF-8WF-7WF-6FFFFFFFFFFFFCCSITE 2NAD 83/ 2011
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 Stream
No.(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 L 11+00 TO 21+50 LT TRANSMISSION LINES 1.04
2 L 21+50 TO 23+58 LT TRANSMISSION LINES 0.11
TOTALS:1.15 0 0 0
Revised 2018 Feb SHEET 1 OF 1
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
SAMPSON COUNTY
B-4635
38446.1.2
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/16/2019