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Home My WebLink About20210633 Ver 1_B-5985 General Robeson July 12 2022_20220712(Version 2.08; Released April 2018) 47749.1.1 TIP No.:B-5985 County(ies):Robeson Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:2042 Existing:Year: Aquatic T&E Species?No Comments: Yes No No N/A Deck 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. For SR 1600, existing road consists of three 11-12' lanes with sidewalk on both sides. For NC 41, existing road consists of two 12' lanes with sidewalk on both sides. 17000 (125) / 14200 (175) hsingh@wetherilleng.com Project 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 Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body N/ABuffer Rules in Effect: None 15200 (125) / 10500 (175) The proposed section consists of three 12' width lanes. Paved shoulders on bridge approach are 10.5' on SR 1600 and 7.5' on NC 41. Waterbody Information 2022 NCDWR Stream Index No.: 47749.1.1 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) The project will replace bridges 770125 and 770175 over the Lumber River. Bridge #125 is 2@110', 1@75' 45" Girder (FIB) with 4' Caps. Bridge #175 is 3@95' 45' Girder (FIB) with 4' Caps. No deck drains will be used on either bridge. On SR1600 and NC41, the existing 72" CMP will be replaced with 72" RCP. All outlets, which will outlet into wetlands, have velocities less than 2.0 fps. Temporary work bridges may block no more than 50% of the stream flow at a give time. Only one temporary bridge may be in place for a given bridge at any one time. 1223 Jones Franklin Rd. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: PO Box 1150 Address: General Project Information B-5985 WBS Element: Bridge ReplacementWBS Element: Wetherill Engineering, Inc. / Harminder Singh, PENCDOT Contact: 910-364-0835 Raleigh, NC 27606 Contractor / Designer: 919-851-8077 gwprice2@ncdot.gov Fayetteville, NC Address: 3/15/2022 RobesonN/A Gregory W. Price 431 Transportation Drive River Basin(s): City/Town: 2.1 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No Residential, Wooded Lumber River 14-(13) 1.8 0.33 Project Description Proposed Project Lumber NC Natural and Scenic Rivers Supplemental Classification: Swamp Waters (Sw) Wetlands within Project Limits? Submitted 7/12/2022 Submitted 7/12/2022 Submitted 7/12/2022 Submitted 7/12/2022 Submitted 7/12/2022 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 9/28/2021P:\2018\SMU Bridge Replacement Program\B-5985\Hydraulics\Permits Environmental\b5985_rdy_xpl L1.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 115 115 120 120 18+00.00 115 115 120 120 18+50.00 110 110 115 115 120 120 125 125 19+00.00 110 110 115 115 120 120 125 125 19+50.00 X-2B-5985 -L1- 52.5 120.56 0.0300.030 2 :1 4:1 120.79 0.0300.030 2:14:1 121.10 0.0300.030 2:14:1 121.43 0.0300.030 2:13:1 WETLANDS WETLANDS WETLANDS WETLANDS SHEET 5 OF 11 PERMIT DRAWINGSITE 1 Submitted 7/12/2022 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 9/28/2021P:\2018\SMU Bridge Replacement Program\B-5985\Hydraulics\Permits Environmental\b5985_rdy_xpl L1.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 110 110 115 115 120 120 125 125 20+00.00 110 110 115 115 120 120 125 125 20+50.00 115 115 120 120 125 125 21+00.00 120 120 125 125 21+50.00 X-3B-5985 -L1- 52.5 121.77 0.0300.030 2 :13:1 122.23 0.0300.030 2:1 3:1 122.60 0.0300.030 2:13:13:1 123.04 0.0300.030 4:14:1 WETLANDS WETLANDS WETLANDS SHEET 6 OF 11 PERMIT DRAWING SITE 2 SITE 3 Submitted 7/12/2022 Submitted 7/12/2022 Submitted 7/12/2022 Submitted 7/12/2022 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 9/28/2021P:\2018\SMU Bridge Replacement Program\B-5985\Hydraulics\Permits Environmental\b5985_rdy_xpl L.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 110 110 115 115 120 120 125 125 17+87.89 110 110 115 115 120 120 18+00.00 110 110 115 115 120 120 18+25.00 110 110 115 115 120 120 18+37.89 X-9B-5985 -L- 2.5 5 118.97 0.0070.005 STA. 17+87.89 BEGIN PROJECT 119.12 0.008 4:10.007 3:1 119.52 0.0123:1 3:10.012 119.76 0.016 3:13:1 0.016 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 10 OF 11 PERMIT DRAWINGSITE 5 SITE 6 Submitted 7/12/2022 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 -L1- 17+88 to 18+08 LT 15" Alt and Riprap outlet < 0.01 < 0.01 -L1- 18+90 to 19+10 LT 15" Alt and Riprap outlet < 0.01 < 0.01 2 -L1- 20+52 to 20+80 LT 72" RCP 0.01 3 -L1- 20+48 to 20+66 RT 72" RCP < 0.01 < 0.01 5 -L- 17+87 to 18+61 LT 72" RCP, 15" Alt < 0.01 0.02 6 -L- 18+07 to 18+30 RT 72" RCP, 15" Alt < 0.01 < 0.01 TOTALS*:< 0.01 0.04 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 11 OF 11 Sites 2 and 6 are both considered Wetland WB WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS B-5985 SMU BRIDGE REPLACEMENT NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4/24/2022 Site 4: Interior bent for Bridge #125 = 392sq ft. Temp. workbridge= 4225 sq ft. Site 7: Interior bent for Bridge #175 = 348sq ft. Temp. workbridge= 4051 sq ft. Submitted 7/12/2022 See Sheet 1-A For Index of Sheets ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 See Sheet 1C-1 TO 1C-2 For Survey Control Sheets See Sheet 1-B For Conventional Symbols & BRIDGE # 770175 BRIDGE #770125 CSX RAI LROADLUMBER RIVER-L1- -L- BEGIN NCDOT PROJECT B-5985 -L- PC STA. 18+37.89 -L- POT STA. 23+67.19 -L1- POC STA. 15+70.00 END NCDOT PROJECT B-5985 -L1- POT STA. 26+59.36APPLE ST W 5TH ST W 5TH ST PROJECT B-5985 END NCDOT W 4TH ST NC 41/NC 72 28ST WATER N NC 41/NC 72 PROJECT B-5985 BEGIN NCDOT 2204 2202 2202 2291 2292 2294 2293 2309 2307 2289 2203 2203 2204 2290 2289 1536 16001599 2413 2414 2104 2055 1997 N Pine StE 7th StE 7th St E 7th St N Chippewa StS Elm StS Chestnut StS Chestnut StChic ke n Foot RdBroadway DrWoodland AveFlood Ln Tanya AveWayne’s Rd Monroe StW 5t h St W 2nd St E 5t h St Martin Luther King Jr DrLovette Rd41 Second Biggs Rd.Pa ge Ave. 41 72 2203Apple StW 5th St Lov ett Rd. Chicken Foot RdS Chippewa StBRIDGE 770125 BRIDGE 770175 BEGIN BRIDGE -L1- STA. 22+08.50 END BRIDGE -L1- STA. 25+03.50 BEGIN BRIDGE -L- STA. 20+75.50 END BRIDGE -L- STA. 25+03.50 NC 72 W 5TH ST NC 211 US 301 OFF-SITE DETOUR 09/08/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ INDEX OF SHEETS SHEET NO.STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 50 50 50 50 2010510 25 100 25 100 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NALarry James UTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR Pankil Patel UTILITY OWNERS WITH CONFLICTS FAX (919) 250-4151 PHONE (919) 707-6690 RALEIGH NC 27699-1555 1555 MAIL SERVICES CENTER DIVISION OF HIGHWAYS UTILITIES UNIT PREPARED IN THE OFFICE OF: UTILITY PROJECT MANAGER PROJECT UTILITY COORDINATOR UTILITIES AREA COORDINATOR SHOWN ON THIS SHEET. THE CONTRACTOR FOR UTILITY WORK NO PAYMENT WILL BE MADE TO SHEET WILL BE DONE BY OTHERS. ALL UTILITY WORK SHOWN ON THIS NOTE: ROBESON COUNTY & BRIDGE NO. 770175 OVER LUMBER RIVER ON SR 1600 LOCATION: BRIDGE NO. 770125 OVER LUMBER RIVER ON NC 41/72 TYPE OF WORK: POWER AND COMMUNICATIONS RELOCATION TIP PROJECT: B-5985B-5985 Tanga SampsonJohn Schriner, PLS (C) COMMUNICATION - CHARTER (B) COMMUNICATION - AT&T (A) POWER - CITY OF LUMBERTON UE-1 SITE 2 SITE 1 SHEET 1 OF 5 PERMIT DRAWING UE3 UE2 UE PROFILE SHEET UE PLAN SHEETS TITLE SHEET DESCRIPTION: UE-4 UE-2 THRU UE-3 UE-1 SHEET NO.: DATE: 3-22/2022 IMPACTS PERMIT - UTILITIES WETLAND AND SURFACE WATER UTILITIES ENVIRONMENTAL PERMIT PLANS Larry James Nabil HamdanNA 2011NAD 83/Submitted 7/12/2022 NC GRID NAD 83 NA 2011 replace pole O/H POWER - CITY OF LUMBERTON O/H POWER - CITY OF LUMBERTON O/H POWER - CITY OF LUMBERTON CLEAR PROPOSED SIGNALS RAISE O/H POWER TO HC HC CLEARING DENOTES HAND SHEET 2 OF 5 PERMIT DRAWING DATE: 3-22-2022 HAND CLEARING 0.0413 ACRES SITE 1 T S SHH -BY- 6 -BY1-40 = BL-4 -BY- 4 -BY1- BL-3 ELEV.=124.25’ -BY- STA. 17+56 52’LT BM2 -BY- 5 11:27:46 AMP:\2018\SMU Bridge Replacement Program\B-5985\Utilities\Engineering\NEU\Permit Plans and Narrative\b5985_ut_rdy4_ue2_PSH.dgn08-Apr-225/14/99SHEET NO.PROJECT REFERENCE NO. THIS SHEET CORRESPONDS TO RDY- ALL UTILITY RELOCATIONS PLAN VIEW S 8757’12" E 106.94’ S 8815’12" E 136.23’ S 8812’12" E 82.86’S 2835’37" W102.34’S 2611’14" W70.93’S 2548’58" W59.16’N 0322’48" E666.94’N 0832’35" E59.21’CONC HOLE IN S DI INV=116.57’ I NV=112.03’CBCBCBCB30" RCP END NOT FOUND APPROXIMATE LOCATION 24" RCP CBTOP=119.06’CBCBCBCBCBCB72" CMPI NV=106.42’ I NV=105.86’6" CONC. HW6" CONC. HW TOP=121.15’ DI 54.00’200.00’200.00’CSX RAI LROAD CONC HOLE INCB vvv vvvvvvvv48" CONC1SFD 1SFD GRAVEL 36" CONC36" CONC84" CONC6 0" CONC17’ BS TBST BST BST 1SBLKBUS 2SBLKBUS 36" CONC48" CHL48" CHL 72" SOIL 72" SOIL SLUMBER RIVERLUMBER RIVER10’ BSTBST 1SBKBUS 1SBKBUS 24 " CONC C&G24" CONC C&G CONC 11 ’ BST 26’ BST RAMP WOOD 1SBKBUSBLK WALLBLK WALLSOILSOILCONC CURB CONC CURBCONC CURB CONC CURB CONC CURB CONC CURB 24" C&G24" C&G24" C&G24" C&G24" C&G24" C&G24" C&GCONCBST BST BSTCONC CONCCONCCONCCONCCONCCONC CONC CONC CONCCONC CONCC ONCCONCCONCCONCBSTW 1ST AVE 13’ BST N WATER ST 33’ BSTW 1ST AVE 25’ BSTW 3RD ST 35’ BST 30 " C&G30" C&G3 0 " C&G30 " C&G30" C&G30" C&G30" C&G3 0" C&G30 " C&G30" C&G30" C & GMONOLITHIC CONC I SLANDMONOLI THI C CONC I S LANDCONC CURB CONC CURBCONC CURBBST BSTCONC BR IDGE DECK CONCNC 41/NC 72 45’ BS TNC 41/NC 72 28’ BSTNC 41/NC 72 32’ BST NC 41/NC 72 35’ BSTBSTBRIDGE # 125EXISTING R/ W EXISTING R/WEXISTING R/W EXI STI NG R/ W EXISTING R/W EXI STI NG R/ W EXI STI NG R/ W E X IST ING R /W CONC W /W CONC W /W CONC W/W CONC W/W DB 405 PG 113 LUMBERTON HOUSING AUTHORITY CITY OF LUMBERTON DB 656 PG 148 DEBRA L. O’TUEL DB 1620 PG 350 NINA M. TODD DB 1021 PG 580 DB 1043 PG 483 JOHNNY M. LEE JANICE MARIE LEE DB 2081 PG 520 DB 1444 PG 288 TAYLOR INSURANCE AGENCY, INC BILLY WAYNE STRICKLAND CHARLES THOMAS STRICKLAND DB 2087 PG 834SR 1599 APPLE ST 40’ BSTLUMBERTON, NC, LLC OF LEE INVESTMENTS AUTHORITY LUMBERTON HOUSING DB 405 PG 113 MI LEPOST SE 296.68DOT# 631029PCSX BRI DGE -L1- PC Sta. 15+46.81 -L1- PT Sta. 26+41.08 -L1- POT Sta. 29+00.0020+0025+00PI Sta 21+09.42 D L = 1,094.27’ T = 562.61’ R = 1,909.86’ -L1- DS = 40MPH SE = .03 RO = SEE PLANS G R EU TL-2GREU TL-2 -L1--EY2--EY2- POT Sta. 21+82.36 -L1- POT Sta. 26+79.13 =-EY2- POT Sta. 20+10.35 CR CRC R CR SEE STD. 275.01 TO STA. 21+20+/- RT. STA. 20+00+/- ROCK PLATING SEE STD. 275.01 TO STA. 22+05+/- RT. STA. 21+80+/- ROCK PLATING F F FFFFFFFFFFFFFFFFFFFFFFF F F F F F F F F ARE TO THE -L1- ALIGNMENT NOTE: ROW/STA. OFFSETS 1 1 2 3 4 5 EX. R/W RT +05.99 EX. R/W RT +47.88 6 CB CB EXISTING CB CLEANOUT HW HW 72" RCP-IIICB CB 15" CB ELBOWS15" w/CB 15 " RCP-III 15"15" RCP-III TB JB w/MH EXISTING DI CLEANOUT RETAIN RETAIN RETAIN 15"15"PPIPE PLUG ENGINEERING ETHERILLW CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. B-5985 4 UE-2 Arm B 26.6206RT 19+99.10 26.5151RT 20+30.30 37.4589RT 21+84.04 Submitted 7/12/2022 ABANDONED U/G GAS ABANDONED U/G GAS O/H COMMUNICATION - CHARTER O/H POWER - CITY OF LUMBERTON O/H POWER - CITY OF LUMBERTON CLEAR PROPOSED SIGNALS RAISE O/H POWER TO CLEAR PROPOSED SIGNALS RAISE O/H POWER TO (AT&T) U/G COMMUNICATION NC GRID NAD 83 NA 2011 HC HC CLEARING DENOTES HAND SHEET 3 OF 5 PERMIT DRAWING DATE: 3-22-2022 HAND CLEARING 0.0413 ACRES SITE 1 HAND CLEARING 0.0747 ACRES SITE 2 TOP=118.41’TOP=127.89’8" TCP30" RCP30" RCP TOP=132.36’ SSMH TOP=132.61’ TOP=132.95’ SSMH TOP=132.48’ SSMH TOP=132.48’ SSMH12" TCP6" PVC 8" TCP30" RCPSSMH 30" RCPSSMH ELEV.=118.49’ -BL- STA. 10+65 18’RT BM1 SSMH T C T T T T HH T S T 132.80 S S S -GPS-102 -BL- 1 -BY1-50 = BL-105 -BL- 105 -BY1- BL-2 9:42:10 AMP:\2018\SMU Bridge Replacement Program\B-5985\Utilities\Engineering\NEU\Permit Plans and Narrative\b5985_ut_rdy5_uE3_psh.dgn13-Apr-225/14/99SHEET NO.PROJECT REFERENCE NO. THIS SHEET CORRESPONDS TO RDY- ALL UTILITY RELOCATIONS PLAN VIEW 1226 1247 S 8803’33" E 131.57’ EIP S 8534’31" W 246.69’N 5 90 3 ’ 0 5" W2 0 4. 5 8’N 5 83 1 ’ 0 0" W1 0 0. 0 0’N 5 7 5 1’ 2 9" W10 0. 0 2’ N 400 8 ’09" W 103.00’N 2 8 1 9’3 4 " W16.16’ N 7612’16" E 141.37’ N 7914’14" E 100.76’ N 7942’09" E 11.35’ S 2 7 0 3 ’19 " E 2 4 3 .17’N 0239’01" E210.30’PK PK EIPREBARPKNAIL54.00’N 0134’44" E116.93’N 0138’43" E108.63’N 0138’43" E108.00’S 0019’34" E104.13’N 0239’01" E78.06’S S S 1226 1247 72" CMP15" RCP15 " RCP 24 " RC P 2 4 " RC P CB CB CB CB TOP=116 .51 ’TOP= 116 .57 ’TOP=116 .68 ’ TOP=116 .58 ’TO P= 116 .97 ’NO INV . FULL OF D IRT 15 " CMPINV=106.33’ INV=106.06’ TOP=118.79’ CB CBCB NO INV. FULL OF DIRT CBTOP=116.78’15 " RC P TO RECORDED PLAT P IPE S IZE S CHANGE ACC ORD ING 2 4 " RC P TOP=113.52’ INV=111.54’15" RCP18" RCP TOP=127.92’ INV=123.00’ CB TOP=128.32’ INV=123.09’ TOP=127.75’ INV=123.80’ DI 10" CONC. HW 10" CONC. HW 48" RCP TOP=117 .88’ INV=108.38’ 48 " RC P OF P IPE END NO T LOCATE D APP ROX IMATE D IRECT ION TOP=117 .23’ INV=108 .25’15" RCP 24 " RCP TOP=116.86’CBCBCBTOP=116.40’TOP=116.49’SEAT=121.09’SEAT=122.29’SEAT=123.49’SEAT=124.66’SEAT=125.88’ SEAT=127.14’ SEAT=129.16’ SEAT=129.17’ SEAT=124.67’SEAT=123.48’SEAT=122.31’SEAT=121.09’ S DIVENTTOP=133.61’ TOP=125.09’ SMH TOP=132.77’ S S TOP=133.10’ SMH TOP=132.66’ 15" CMP 15" RCP 15" RCP TOP=132.13’ TOP=132.21’ TOP=131.95’ SMH TOP=131.71’DIDI36" RCP36" RCP 36" RCP SMH S DI (PAVED OVER) TOP=134.31’ 10" TCP INV=127.30’ (END UNK.)12" RCP 12" RCPCB12" RCP15" TCPDIDI2S BK BUS 54.00’6 0.00’60.00’N 8825’16" W 69.15’ N 8825’16" W 46.85’N 0134’44" E99.70’30.00’vv17’ BS T17’ BS T48" CONC48 " CONC 48" CONC 24" CONC C&G BS T22’ BST72" CHL72" CHL72" CHL1SFBUS CB CB 4 SMAPTSBSTLUMBER RIVER10’ BST1 0 ’ BS TWOOD RAMP BSTWD RAMP1SBLKBUS 24 " CONC C&GP B 19 PG 95 24" CONC C&GS W 5TH ST 4 0 ’ BST W 5TH ST 37’ BST CONC CURB 24" C&G24" C&G24" C&G24" C&G24" C&G24" C&G30" C&G 30 " C&G CONC CONC CONCCONCCONCCONCCONCCONC CON C CON C CON C BST BST B ST BST BST CONC BST BST BST CON C CON C N WATER ST 36’ BSTN WATER ST 34’ BSTW 4TH ST 32’ BST CONCCONC BST BST 30 " C&G 30 " C&G 30" C&G30" C&G30 " C&G 30 " C&G30" C&G30" C&G30" C&G30 " C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 24" C&G24" C&GCONC CURB CONC BST CONC CONC BRIDGE DECK LI NCOLN ST 37’ BSTVEGETAT ION BRIDGE # 175 MTLEXISTING R/WEX IST ING R /W EX IST ING R /W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WCONC W/W CONC W/W CONC W/W NATOYA L. POWELL DB 1952 PG 537 LUMBERTON HOUSING AUTHORITY DB 405 PG 113 CITY OF LUMBERTON DB 656 PG 148 COUNTY OF ROBESON DB 1535 PG 349 K.M. BIGGS INC DB 1963 PG 217 K.M. BIGGS INC DB 1963 PG 217 CITY OF LUMBERTON NO DEED FOUND WOODBERRY L. BOWEN DB 785 PG 56 PB 19 PG 95 CAPITAL INVESTMENTS COMPANY DB 530 PG 345 PB 43 PG 9 SR 1599 APPLE ST 39’ BSTSR 1600 W 5TH ST 32 ’ BST SR 1599 APPLE ST 40’ BST15GREU TL-2 GREU TL-2 -L- POT Sta. 25+85.00 -L- PC Sta. 15+81.56 -L-20+0025+0015+00-EY2- POT Sta. 10+00.00 =-EY2- POT Sta. 12+00.00 -L- POT Sta. 23+87.58 CR CR -EY2-GREU TL-2 -L- PC STA. 18+37.89 CRCRCR CR CRCRCRF F F C F F F F F F F F F F F F F F F F F ARE TO THE -L- ALIGNMENT NOTE: ROW/STA. OFFSETS 1 2 2 7 45’, 80’ LT +80.00 0506 0507 0503 0502 CB 0513 CB REMOVE DRAIN GRADE TO HW HW 0528 0529 72" RCP-IIIELBOWS15" w/CB ELBOWS15" w/ELBOWS 15" w/ 0512 0510 RCP-III 15" 15"CB 0524 0525 0520 CB 0521 REMOVEREMOVE REMOVE ASSOCIATED PIPE REMOVE CB & ELBOWS15" w/B-5985 5 UE3 ENGINEERING ETHERILLW CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. Arm B Arm A Arm B Arm A Submitted 7/12/2022 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AREA WETLAND AREA WETLAND LUMBEE RIVER O/H POWER - CITY OF LUMBERTON NEUTRAL O/H COMMUNICATION - CHARTER AREA WETLAND AT CL POWER LINE EXISTING GROUND NC41/NC72 W. 5TH STREET +/- 12’ LT OF CL WETLAND BOUNDARY O/H POWER - CITY OF LUMBERTON NEUTRAL SITE 2 SITE 1 SHEET 4 OF 5 PERMIT DRAWING DATE: 3/22/20225/28/99SHEET NO.PROJECT REFERENCE NO.11:45:51 AMP:\2018\SMU Bridge Replacement Program\B-5985\Utilities\Engineering\NEU\Permit Plans and Narrative\b5985_ut_PFL_ue4.dgn22-Mar-2210 11 12 13 14 15 16 17 18 19 20 21 22 23 24 90 110 120 130 140 80 90 100 110 120 130 ENGINEERING ETHERILLW CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. B-5985 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 80 110 120 130 140 150 70 80 90 100 110 120 130 140 100 80 140 160 150 170 90 100 160 170 UE-4 SEE SHEETS UE-2 & UE-3 FOR PLAN SEE SHEET UE-3 FOR PLAN 10 11 12 13 14 15 16 17 18 80 90 100 110 120 130 Submitted 7/12/2022 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) TOTALS:0.00 0.00 0.12 SHEET 5 OF 5 22-Mar-22 1 2 L1 21+00 LT to L 18+26.86 RT L 16+63.50 to18+60.79 0.04 for the existing utilities. 0.07 WBS - 47749.2.2 (B-5985) ROBESON COUNTY Note: Clearing for utility relocation will not exceed the current clear zone being maintained UTILITY WETLAND IMPACTS SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Overhead Power (Hand Clearing) Overhead Power (Hand Clearing) Submitted 7/12/2022