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Home My WebLink About20210926 Ver 1_U5748_PERMIT DRAWINGS_BUFFER_UTILITIES_20211101_202111051 401 540 grubsiuoLdR esueNreviRgrubsiuoLdR dRlli MllehctiM yrrePkeerC dR Ligon Mill Rd401 esueNreviRForestville Rd2044 2049 2225 2224 2227 2222 22232049 2006 2042 PRESERVE FARM NATURE HORSESHOE CITY OF RALEIGH GAS TANK GUY WIRE -L- STA 15+50.00 BEGIN TIP PROJECT U-5748 BM2 BM5 END TAPER+60.00END TAPER+06.76 BEGIN TAPER +96.84 END TAPER+26.51 BEGIN TAPER+61.51 -L- STA. 85+17.14END TIP PROJECT U-5748 PUM '01 PUM '01 PUM '01PUM '01 END TAPER+75.00 2'-9" C&G 2'-9" C&G 2'-6" C&G 2'-6" C&G 2'-9" C&G 2'-9" C&G 2'-9" C&G 2'-6" C&G G&C "6-'2 2'-9" C&G PUM '01 PUM '01 PUM '01 G&C "6-'2G&C "6-'2 G&C "6-'2 G&C "6-'2 G&C "6-'2 G&C "6-'2 G&C "6-'2 G&C "6-'2 2'-6" C&G END TAPER+61.84 2'-6" C&G2'-6" C&G 2'-6" C&G 2'-6" C&G 2'-6" C&G2'-9" C&G2'-9" C&G 2'-9" C&G 2'-9" C&G END TAPER LT+97.78 BEGIN TAPER+98.51GREU 350, TL-3 GREU 350, TL-3 2'-6" C&G 4" CONCRETE COVER2'-6" C&G 2'-6" C&G BEGIN TAPER +00.00BEGIN TAPER+75.00END TAPER+75.00 -Y2- STA. 12+00.00BEGIN CONSTRUCTION -Y4- STA. 17+70.00 END CONSTRUCTION 2'-6" C&G TAPERBEGIN+63.68 TAPEREND+43.68 TAPERBEGIN+60.00 G&C "6-'2 G&C "6-'2 END TAPER+80.00 END+35.00BEGIN TAPER+35.00 END TAPER+35.00 BEGIN TAPER+75.00 END TAPER+75.00 BEGIN TAPER+75.00 BEGIN TAPER+35.00 TAPEREND+35.00TAPERBEGIN+35.00 END TAPER+85.00 -Y2- -Y2- -Y2- 2'-6" C&G MEDIAN SHIFT BOTH SIDES SIDESSHIFT BOTHMEDIAN END TAPER +15.00 BEGIN TAPER +15.00 -Y1- STA. 19+14.23END CONSTRUCTION -Y4- STA. 10+50.00BEGIN CONSTRUCTION G&C "6-'2 TAPEREND+10.00BEGIN TAPER +60.00 END TAPER+10.00BEGIN TAPER +10.00 END TAPER +95.00 BEGIN TAPER+05.00 BEGIN TAPER+26.51 END TAPER +50.00 BEGIN TAPER +50.00 END TAPER+40.00 END TAPER+90.00BEGIN TAPER +90.00 END TAPER+25.00 END TAPER+85.00BEGIN TAPER+85.00 PROPOSED NOISE WALL NOISE WALLPROPOSED PROPOSED NOISE WALL 4" CONCRETE COVER8"x18" CONC. CURB 8"x18" CONC. CURB 8"x18" CONC. CURB8"x18" CONC. CURB END TAPER+74.83 CURB AND GUTTER TIE TO EXISTING -DRIVE3- STA. 11+80.00 END CONSTRUCTION RTTAPERBEGIN+47.78 NOISE WALLPROPOSED PROPOSED NOISE WALL NOISE WALLPROPOSED PROPOSED NOISE WALL BEG IN C&G BEG IN TAPER+50.00BEG IN TAPER+98.75 C&GEND-Y2-+73.14 C&GBEGIN-Y2-+64.59 -DRIVE1- STA. 11+50.00BEGIN CONSTRUCTION END C&G+10.97 -L- END C&G+90.94 -L- BEGIN C&G+26.51 -L- END C&G+15.92 -L-TAPER RTBEGIN+47.90 +80.00 BEGIN TAPER BEGIN BEGIN TAPER +85.00-3Y--2Y- TO MEET BRIDGE RAIL98.5' SHIFT CURB 2'-6" C&GEND SHIFT+73.50 -Y3- STA. 11+00.00BEGIN CONSTRUCTION 2'-6" C&G -Y1- -SBX- -SLIP- -DRIVE2- -1EVIRD-END TAPER RT+19.09 ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND BEGIN C&GSTA. 17+90.00 BEG IN TAPER+10.00 FACED BARRIERPROPOSED SINGLE BARRIERSINGLE FACEDREMOVE EXISTING (KEYED IN)5" MONO. CONC. ISLAND FACED BARRIERPROPOSED SINGLE 4" CONCRETE COVER 4" CONCRETE COVER END C&G-DRIVE1-+90.53 BARRIERSINGLE FACEDPROPOSED (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND PROPOSED SINGLE FACED BARRIER BARRIERFACEDSINGLEPROPOSED -DRIVE2- STA. 11+40.00 END CONSTRUCTIONBEGIN C&G+44.42 -L- END C&G+12.81 -L- TAPEREND+60.10 BEGIN TAPER POINTACCESS TIE TO WALLBEGIN FENCE EXIST R/WEND FENCE EXIST R/WEND FENCE TIE TO WALLBEGIN FENCE POINTACCESS +65END FENCE EXIST R/WEND FENCE END C&G+80.00 END TAPER BEGIN C&G+40.57 -L-+75FENCEBEGIN 154.07' RT-L- +22.41END FENCE FLAGPOLESDO NOT DISTURB END S/WEND C&G+25 -Y1- TIE TO WALLEND FENCE +20 BEG . FENCE+60END FENCE-DRIVE3- PROPOSED NOISE WALL GUARDRAILRETAIN EXISTING ROCK COLUMNSDO NOT DISTURB -L1- STA 19+00.00 BEGIN TIP PROJECT U-5748 2'-9" C&G 2'-9" C&G 2'-9" C&G 2'-9" C&G ISLAND (KEYED IN) 5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC.ISLAND (KEYED IN)5" MONO. CONC. ISLAND (KEYED IN)5" MONO. CONC. 2'-6" C&G2'-6" C&G2'-6" C&G 2'-6" C&G 2'-9" C&G 5' SIDEWALK 5' SIDEWALK END TAPER+50.00 BEGIN TAPER+52.00 END TAPER+32.00 TAPEREND +52.25 +90.00BEGIN TAPER END TAPER+40.00BEGIN TAPER+00.00 +00.00 TAPE R BEGIN END TAPER+50.00 END TAPER+70.00 BEGIN TAPER+90.00 END TAPER+60.00 BEGIN TAPER+60.00 END TAPER+10.00BEGIN TAPER+10.00BEGIN TAPER+50.00 END TAPER+75.00 BEGIN TAPER+50.00 END TAPER+95.00 BEGIN TAPER+70.00 +20.00 BEGIN TAPER END TAPER+90.64 BEGIN TAPER+80.00 END TAPER+50.00 TAPEREND+80.00 TAPEREND+60.00 -Y10- STA. 12+10.00 END CONSTRUCTIONSEE DETAIL SHEET ____30" VALLEY GUTTER -Y7- STA. 14+10.00 END CONSTRUCTION -Y6- STA. 14+20.00 BEGIN CONSTRUCTION -Y8- STA. 11+08.00END CONSTRUCTION SIDEWALKEXISTINGTIE TO GUARDRAILEXISTINGTIE TO END TAPER+06.76BEGIN TAPER+56.76TAPEREND +32.00 TAPERBEGIN +52.00 TAPERBEGIN +10.64 HANDRAIL (TYP) SHEET OF 27 PERMIT DRAWING SHEET OF 3 PERMIT DRAWING UTILITIES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL)09/08/990 00 11/1/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_UTL\01_U5748_utl_buf_tsh.dgnmeme.buscemiCONTRACT:TIP PROJECT:NOT TO SCALESee Sheet 1A For Index of Sheets VICINITY MAP PROPOSED SIGNAL 25 50 10050 25 50 10050 5 1010U-5748See Sheet 1B For Conventional Symbols -L- STA. 26+37 +/- END BRIDGE -Y1- STA. 19+14.23 END CONSTRUCTION -Y4- STA. 17+70.00 END CONSTRUCTION -Y4- STA. 10+50.00 BEGIN CONSTRUCTION TO RALEIGH TO ROLE SV ILLE TO W AKE FOREST TO ZEBULON-Y2- STA. 12+00.00 BEGIN CONSTRUCTION -Y3- STA. 11+00.00 BEGIN CONSTRUCTION PROJECT END -Y3--Y4-SR 3508 OLD NEUSE TR SR 2044 LIGON MILL RD-Y2- LOU ISBURG RD U S 401-L -S R 222 4MITCHELL MI LL RD-Y1-VENTURA CIR-DRIVE1--DRIVE1- STA. 11+50.00 BEGIN CONSTRUCTION LELAND DRGREENWAY NEUSE RIVER 20 4 5 6 7 8 910 11DARTON WAYNEUSE RI VERRALEIGH CITY LIMITSCASINE CT-DRI VE2 - -DRIVE3- STA. 11+80.00 END CONSTRUCTION -DRIVE2- STA. 11+40.00 END CONSTRUCTION -L- STA 85+17.14 END TIP PROJECT U-5748-L- STA. 23+38 +/- BEGIN BRIDGE -SBX--Y5-EXISTING SIGNALVENTURA CI R-DRI VE4- RI DGE RDLOWELL-DRI VE3 --MUP1- -SLIP- MUNICIPAL BOUNDARIES OF THE CITY OF RALEIGH. A PORTION OF THIS PROJECT IS WITHIN THE ESTABLISHED USING METHOD III. CLEARING ON THE PROJECT SHALL BE TO THE LIMITS PLANS. ACCESS LIMITED TO POINTS AS SHOWN ON THE THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH MANDREL WAY PROJECT BEGIN 16 1514 13 12-L1- STA 19+00.00 BEGIN TIP PROJECT U-5748 AHEAD = POT -L- STA. 10+00.00 BACK = POT -L1- STA. 73+73.50 EQUALITY LOU ISBURG RD US 401 -L1- -Y10- STA. 12+10.00 END CONSTRUCTIONDRHARNETT -Y10-SR 2006PERRY CREEK RD-Y6-PERRY CREEK RD-Y7--Y7- STA. 14+10.00 END CONSTRUCTION -Y6- STA. 14+20.00 BEGIN CONSTRUCTION TRAILHEAD LN-Y8--Y8- STA. 11+08.00 END CONSTRUCTION WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 1 BUFFER IMPACTS PERMIT INDEX OF SHEETS XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CAROLI NAUTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR Gary Swinson 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: PROJECT UTILITY COORDINATOR UTILITIES AREA COORDINATOR Tucker Martin, PE Ali Kochecki, PE Dayton Martin Tanga Sampson (E) NATURAL GAS - DOMINION ENERGY (D) TELECOM - AT&T (C) CATV - CHARTER (B) POWER DISTRIBUTION - WAKE EMC (A) POWER DISTRIBUTION - DUKE ENERGY UTILITY WETLAND IMPACTS WETLAND IMPACTS TITLE SHEET DESCRIPTION: UE-2 THRU UE-3 UE-1 SHEET NO.: SHEET NO. U-5748STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. WAKE COUNTY UTILITY PERMIT DRAWINGS UE-1 LOCATION: US 401 (LOUISBURG RD) FROM SOUTH OF SR 2044 (LIGON MILL RD) / SR 2224 (MITCHELL MILL RD) TO LELAND DR BUFFER IMPACTS DATE: SUBMITTAL:25% ROADWAY PLANS JULY 27, 2021 AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC. F - 0342 5438 WADE PARK BLVD, SUITE 200, RALEIGH, NC 27607 919-854-6200 NA 2011NAD 83Submitted 11/5/2021 EASEMENT10' PRIVATE UTILITYMARY MURRAY HOMEOWNERS ASSN INC. NEUSE CROSSING PLEASANT CLARENCE & EUGENIA EXISTING R/W EIP MON EIP MON MON MON E IP MON MON PERMANENT COMMON OPEN SPACE E IP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 15" RCP 15" RCP 15" RCP 18" RCP15" RCP18" RCP 18" RCP CB CB CB CB CB CB CB CB CB CB CB 15" RCP15" RCP15" RCP15" RCP15" CMP18" CMP CB CB CB CB CB CB CB 24 " HDPE INV=182.38' 15" HDPE 24" RCP 15" CMP18" RCP 15" RCP 18" CMP15" CMPEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WSOIL S BST BST LT WD WDCONC ANCHOR BRIDGE CONC MTL MTLMTL MTL 48" CHLWOODS WOODS WOODS HW/WW CONC RIP RAP WOODS WOODS MTL WOODSWOODSWOODS BL-102 CONC GRASS GRASS GRASS CONC BRIDGE DECK CONC BRIDGE DECK 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G 30" C&G30" C&G 30" C&G 30" C&G US 401 NB/LOUISBURG RD 58' BST US 401 SB/LOUISBURG RD 35' CONC HH EOIEOI16" DI MTL MTL MTL MTL H/W CONC 182.79' INV= H/W CONCCMP24"ANABEL AREVALO SHA ND RAIL48" MTL HAND RAIL 48" MTL HAND RAIL 42" MTL 108" BST 108" BST120" CONC120" CONCS WD BRIDGERAP RIP RAP RIP RAP RIP 54" VINYL120" BSTCONC CONC RIP RAP CITY OF RALEIGH CITY OF RALEIGH CB CB CB HW CONC18" CMPU5748 AZ1 RIVERNEUSEHOMEOWNERS ASSN INC. NEUSE CROSSING BM 1990, PG 627POSSIBLE GREENWAY EASEMENTHW/WW CONC EDWIN & BEVERLY BLAND BM 2002 PG 1505 DB 16347 PG 1954 NEUSE RIVER GREENWAY EASEMENT BM 2002 PG 1505DB 16347 PG 1954NEUSE RIVER GREENWAY EASEMENTRETAIN RETAIN RETAIN FLOWABLE FILL FLOWABLE FILL RETAIN REMOVE REMOVE REMOVEFLOWABLE FILLREMOVE FLOWABLE FILL REMOVE REMOVE REMOVE R ETA IN RETAIN ELB ELB ELB ELB ELB ELB ELB ELB ELB ELB FSFILLFLOWABLESITE 2 -L- -L- STA 15+50.00 BEGIN TIP PROJECT U-5748 NAD 83 / NA 2011 GRAPHIC SCALE 0'100'50'50' UE-2 4 2 OVERHEAD UTILITY PROPOSED UTILITY POLE PROPOSED SHEET OF 3 PERMIT DRAWING UTILITIES F F F C F C F F F F F C C FFC C C C C F C F F F C C F C SEE SHEET 5MATCHLINE -L- 30+00141' LT EX. R/W 1 3 205' RT -L-+00 50 50 125' LT EX. R/W 156' LT 142.09'LT & +12 156' LT 142.18'LT & +49 155' LT 141.84'LT & +15 4 157' LT 141.57'LT & +08 157' LT 155' LT & 141.62'LT +30 205' RT EX. PL 157' LT EX. R/W & +20 157' LT EX. R/W & +43 156' LT EX. R/W & +43 156' LT EX. R/W & +64 B-77 B-77 B-77 B-77 B-77 B-77 CAT-1CAT-1 GREU 350, TL-320 253010ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVEREMOVE REMOVE 14 LF REMOVEREMOVE REPLACE REMOVE REMOVE REMOVE REMOVE REMOVE 919-854-6200 919-854-6259 (fax) 701 CORPORATE CENTER DRIVE, SUITE 475, RALEIGH, NC 27607 AECOM TECHNICAL SERVICES OF NORTH CAROLINA, INC. F - 0342 Prepared in the Office of:11/1/2021pw:\\aecom-na-pw.bentley.com:AECOM_DS21_NA_2020\Documents\60609754-U-5748 Ligon Mill\900-CAD GIS\910_CAD\70_NCDOT_TIP\Hydraulics\PERMITS_Environmental\Drawings\PSH_UTL\02_U5748_utl_buf_psh04.dgnmeme.buscemiSHEET NO.PROJECT REFERENCE NO. THIS SHEET CORRESPONDS TO RDY- U-5748 UTILITY BUFFER IMPACTS Submitted 11/5/2021 SiteStationStructureNo. (From/To)Size / Type2 -L- 23+60 - 26+15 RT Overhead Utility828 494 1322828 494 132200000NOTES:Revised 2018 Feb SHEET 3 OF 3BUFFER REPLACEMENTIMPACTSUTILITY BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE COUNTYU-574850168.1.1ALLOWABLEMITIGABLE11/01/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Submitted 11/5/2021