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Home My WebLink About20191730 Ver 1_BR0111_utilitiesPERMITDRAWINGS_20191217See 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 TO SR 1407 (BATTLEBORO-LEGGETT RD) TO NC 33 -L- BRIDGE #320005 BRIDGE #320004 BRIDGE #320003 -L- POT STA. 38+15.00 PROJECT BR-0111 BEGIN NCDOT -L- POT STA. 14+70.00 BRIDGES RD) (SEVEN SR 1404 PROJECT BR-0111 END NCDOT BEGIN BRIDGE BEGIN BRIDGE BEGIN BRIDGE END BRIDGE END BRIDGE END BRIDGE -L- STA. 16+45.00 -L- STA. 17+15.00 -L- STA. 30+36.00 -L- STA. 31+81.00 -L- STA. 35+18.00 -L- STA. 36+63.00 SWIFT CREEKBridgesRd.B a ttleb o ro Leggett Rd.Morning Spei ght ’sChapelRd.Star Church Rd.Northeast Railroad St. 1428 1409 1412 1406 1407 1406 1409 1409 1410 1404 1415 1404 1413 1414 1407 1408 1414 1415 Branch Swift Creek Gethsemane VICINITY MAP OFF-SITE DETOURSeven SITE PROJECT 320003 BRIDGE NO. 320004 BRIDGE NO. 320005 BRIDGE NO. 09/08/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ INDEX OF SHEETS SHEET NO. BR-0111STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. ON SR 1404 (SEVEN BRIDGES RD.) LOCATION: BRIDGE NO. 320003, 320004, AND 320005 OVER SWIFT CREEK EDGECOMBE COUNTY 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 NANabil Hamdan Kyle Pleasant Larry James UTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR Tyron Stallings 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: (B) COMMUNICATION - SUDDENLINK (A) POWER - EDGECOMBE-MARTIN CO EMC PROJECT UTILITY COORDINATORTIP PROJECT: BR-0111UTILITIES AREA COORDINATOR Kelvin Martin EI RDY4 RDY5 UE-4 TYPE OF WORK: RELOCATION OF POWER AND COMMUNICATION LINES UTILITIESUTILITY PERMIT DRAWINGS SHEET 1 OF 3 PERMIT DRAWING UE WETLAND IMPACTS PLAN SHEETS UE WETLAND IMPACTS TITLE SHEET UE BUFFER IMPACTS PLAN SHEETS UE BUFFER IMPACTS TITLE SHEET DESCRIPTION: UE-5 THRU UE-6 UE-4 UE-2 THRU UE-3 UE-1 SHEET NO.: UE5 UE2 UE6 UE3 WETLAND IMPACTS SITE 1 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 SITE 7 NA 2011NAD 83/ N C G RID N A D 83 N A 2011HC HC CLEARING DENOTES HAND 0.1231 ACRE HAND CLEARING SITE 1 0.2024 ACRE HAND CLEARING SITE 2 0.025 HAND CLEARING SITE 3 WETLAND IMPACTS UTILITY PERMIT PLANS S BL-101 B L-102B L -1 0 3 BM1 S S S S REM REM 4:57:24 PMP:\2019\19104.01 BR-0111\Utilities\Engineering\NEU\Permit Plans and Narrative\br0111_ut_rdy4_UE5_WET_psh.dgn18-Nov-195/14/99SHEET NO.PROJECT REFERENCE NO. UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY- SHEET 2 OF 3 PERMIT DRAWING UTILITIES 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW INV=75.92’ INV=76.23’18" CPP SEAT=77.79’ SEAT=77.85’ SEAT=77.81’ SEAT=77.75’ SR 1404 (SEVEN BRIDGES RD) 20’ PAVED ROADWAY -EL-SR 1404 (SEV EN B R ID G ES R D ) 20’ PA V ED R O A D W A Y -EL- TO SR 1407 (BATTLEBORO-LEGGETT RD) CONC EX ISTIN G R/ WEXISTIN G R/ W EXISTING R/W EXISTING R/W60.00’60.00’PERRY PROPERTIES FARMS LLC DB 1510 PG 986 DB 1528 PG 112 PERRY PROPERTIES FARMS LLC DB 1510 PG 986 DB 1528 PG 112 JEFFREY SKINNER ET AL DB 1577 PG 415 JEFFREY SKINNER ET AL DB 1577 PG 415 WOODS WOODS FLOODED TIMBER WOODS WOODS FLOODED TIMBER FLOODED TIMBER SWIFT CREEK15 2025-L- -L- PT Sta. 21+50.73 -L- PCC Sta. 20+74.07 -L- PCC Sta. 18+88.56 -L- PC Sta. 17+43.89 -L- PCC Sta. 25+69.98 -L- PC Sta. 23+12.33 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 1 1 2 2 40.00’ RT EX.R/W, +50.00 40.00’ RT +43.89 40.00’ RT EX.R/W, +88.56 45.00’ LT EX.R/W, +50.00 45.00’ LT +43.89 45.00’ LT +88.56 45.00’ LT EX.R/W, +15.00 F F F F F F F F F F F F F F F F F F F F F F F F F F FFFFFFFFFFFFFFFFFFFF F F F F F F F 0451 0452 MCF MCF ENGINEERING ETHERILLW FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? 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. 4 BR-0111 4 -L- POT STA. 14+70.00 PROJECT BR-0111 BEGIN NCDOT UE-5 MATCHLINE SHEET UE-6 -L- STA. 27+00.00 N C G RID N A D 83 N A 20110.0559 ACRES HAND CLEARING SITE 4 0.0702 ACRES HAND CLEARING SITE 5 < 0.01 ACRES HAND CLEARING SITE 6 0.046 ACRES HAND CLEARING SITE 7 WETLAND IMPACTS UTILITY PERMIT PLANS S S S S S S BL-104 BL-105BM2 BM3 GPS-3BR-0111 5:06:47 PMP:\2019\19104.01 BR-0111\Utilities\Engineering\NEU\Permit Plans and Narrative\br0111_ut_rdy5_UE6_WET_psh.dgn14-Nov-195/14/99SHEET NO.PROJECT REFERENCE NO. UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY- SHEET 3 OF 3 PERMIT DRAWING UTILITIES 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW 12" CONC WW SEAT=76.73’ SEAT=76.69’ SEAT=76.80’ SEAT=76.76’SEAT=77.74’ SEAT=77.73’ SEAT=77.80’ SEAT=77.78’ SR 1404 (SEVEN BRIDGES RD) -EL- SR 1404 (SEVEN BRIDGES RD) 20’ PAVED ROADWAY TO NC 33 CONC CONC EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00’PROPERTY LINE IS CL CREEKSWIFT CREEK DB 1577 PG 415 JEFFREY SKINNER ET AL DB 1528 PG 112 DB 1510 PG 986 PERRY PROPERTIES FARMS LLC DB 1528 PG 112 DB 1510 PG 986 PERRY PROPERTIES FARMS LLC60.00’FLOODED TIMBER FLOODED TIMBER FLOODED TIMBER FLOODED TIMBER FLOODED TIMBER FLOODED TIMBER PERRY PROPERTIES FARMS LLC DB 1510 PG 986 DB 1528 PG 112 SWIFT CREEK30 3540PROJECT BR-0111 END NCDOT -L- POT STA. 38+15.000610280205040100030050250250250150250250250150301000401050602032071-L- -L- PC Sta. 38+22.52 -L- PT Sta. 29+13.70 -L- PCC Sta. 27+97.07 11’ 11’ 9.7’ 10.1’ 50’ TAPER+65.0020’ TYP.+95.00+85.00GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 8:1 8:1 8:1 8:1 8:1 8:1 8:1 8:1 030711’ 11’ +24.71 2’ PS+24.71 2’ PS +86.79 2’ PS +86.79 2’ PS 20’ TYP. 1 1 2 1 50’ RT EX.R/W, +50.00 40’ RT EX.R/W, +97.07 40’ RT +13.70 45’ RT 40’, +00.00 45.00’ LT EX.R/W, +13.70 45.00’ LT EX.R/W, +50.00 45.00’ LT EX.R/W, +00.00 45.00’ RT EX.R/W, +00.00 50.00’ RT EX.R/W, +50.00 45.00’ LT EX.R/W, +50.00 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 0551 0552 0553 0554 0542 0543F F F F F F F F MCF 0541 MCF 0544MCF MCF MCF MCF MCF MCF EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE EST GT 5 SY EST. RR 1 TONS CL B RIP-RAPEST GT 5 SY EST. RR 1 TONS CL B RIP-RAP PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE EST GT 5 SY EST. RR 1 TONS CL B RIP-RAP PROPOSED FILL SLOPE DITCHLINE TO TOE OF EXTEND MCF CONCRETE F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F ENGINEERING ETHERILLW FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? 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. BR-0111 5 PROJECT BR-0111 END NCDOT -L- POT STA. 38+15.00 MATCHLINE SHEET UE-5 -L- STA. 27+00.00UE-6 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- 13+16.40 to 15+91.00 RT Aerial Lines 0.123 2 -L- 17+64.84 to 20+31.79 RT Aerial Lines 0.203 3 -L- 26+48.46 to 27+00.00 RT Aerial Lines 0.025 4 -L- 27+00.00 to 29+85.03 RT Aerial Lines 0.056 5 -L- 32+40.22 to 34+67.70 RT Aerial Lines 0.071 6 -L- 36+69.12 to 37+94.58 RT Aerial Lines <0.01 7 -L- 38+07.61 to 41+04.42 RT Aerial Lines 0.046 TOTALS*:0.00 0.00 0.00 0.00 0.52 0.00 0.00 0.00 0.00 0.00 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 1 OF 1 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS DIVISION OF HIGHWAYS 67111.1.1 15 November 2019 Edgecombe County NC DEPARTMENT OF TRANSPORTATION BR-0111