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Home My WebLink About20201673 Ver 1_GroupC_NCDENR_Permit_Drawings_Submittal (2)_20201105GRAPHIC SCALE PLANS 0 4010 GRAPHIC SCALE 1"=20' 2020 PROJECT DESIGN ENGINEER SENIOR PROJECT ENGINEER THE CITY OF RALEIGH ENGINEERING SERVICES DEPARTMENT CITY MANAGER RUFFIN L. HALL AND SPECIFICATIONS. ALL CITY OF RALEIGH AND/ OR NCDOT STANDARDS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH N ES TABLISHED 1792 PREPARED IN THE OFFICES OF: (FROM APPLIANCE CT. TO BRENTWOOD RD.) CAPITAL BOULEVARD MAYWOOD AVENUE (FROM LAKE WHEELER RD. TO S. SAUNDERS ST.) WADE AVENUE (FROM HOBSON CT. TO DANIELS ST.) WAKE FOREST ROAD (FROM GEORGETOWN RD. TO HODGES ST.) INDEX OF SHEETS ANDY YOUNG, PE PEDESTRIAN IMPROVEMENTS 9482 881 0 0 0 NO 0 0 0 0 0 PUBLIC SIDEWALK (LF) PUBLIC STREET (LF) PUBLIC SEWER (LF) PUBLIC WATER (LF) NUMBER OF OPEN SPACE LOTS OPEN SPACE? LIVABLE BUILDINGS NUMBER OF UNITS LOT NUMBER(S) BY PHASE NUMBER OF LOTS PHASE NUMBER(S) PUBLIC IMPROVEMENT QUANTITIES RIGHT-OF-WAY OBSTRUCTION NOTES 1.STREET, LANE, AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY WORK THAT IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR SIDEWALK, THE CONTRACTOR MUST APPLY FOR A PERMIT WITH RIGHT-OF-WAY SERVICES. 2.A PERMIT REQUEST WITH A TRAFFIC CONTROLAND/OR PEDESTRIAN PLAN SHALL BE SUBMITTED TO RIGHTOFWAYSERVICES@RALEIGHNC.GOV AT WWW.RALEIGHNC.GOV KEYWORD "RIGHT-OF-WAY SERVICES". 3.PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED. 4.THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION. 5.ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES". NCDOT "ROADWAY STANDARD DRAWING MANUAL", AND THE NCDOT SUPPLEMENT TO THE MUTCD. 6.ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 7.ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION. PHONE: 919-996-4171 PROJECT MANAGER: REUBEN MOORE, PE MAYOR MARY ANN BALDWIN A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL MICHAEL BURNS, PE 1 1-A 2 3 TITLE SHEET CONVENTIONAL SYMBOLS EXISTING CONDITIONS BUFFER IMPACTS St.SaundersCapital Blvd. Louisburg Rd. 401 50 70 70 PROJECT LOCATION MAYWOOD AVENUE W ADE AVENUEWADE AVENUE OBERLIN RD. PARKWAY CENTENNIAL LAKE WHEELER ROAD WAKE FOREST ROAD S SAUNDERS ST VICINITY MAP 40 40 64 1 401 70 50 40 264 64 440 401 1 1 440 PROJECT LOCATION CAPITAL BOULEVARD PROJECT LOCATION WAKE FOREST ROAD LOCATION PROJECT WADE AVENUE AVENUE GLEN WOOD BOULEVARD CAPITAL N 1 440 1 440 1 6440 6440 440 64 T 919.380.8750 RALEIGH, NC 27603 223 S. WEST STREET, STE 1100 PROJECT #:A18002 www.stewartinc.com Firm License #: C-1051 Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l e ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*) r | I ] SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) d o A/G WaterAbove Ground Water Line Above Ground Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Water Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) U/G Test Hole (S.U.E.*) WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A TDE PDE PUE S P P T T TC TC T FO W W TV TV TV FO TV FO SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring UST Known Soil Contamination: Area or Site Potential Soil Contamination: Area or Site Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with *S.U.E. = Subsurface Utility Engineering Note: Not to Scale CONVENTIONAL SYMBOLS1-A TCE DWEProposed Permanent Driveway Easement GAS: Gas Valve Gas Meter Recorded U/G Gas Line n c Above Ground Gas Line A/G Gas Designated U/G Gas Line (S.U.E.*) G G Floodplain CITY OF RALEIGHENGINEERING SERVICES DEPARTMENTNO. REVISIONS CHECKED BY: HSCALE VSCALE SCALES DATE DATE:CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LSHEET NO. ENGINEER ROADWAY ENGINEER HYDRAULICS 1" = 20' N/AIMPROVEMENTSPEDESTRIANCITY OF RALEIGHA. YOUNG DRAWN BY: A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL M. BURNS 08/03/2020 www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 2 EXISTING CONDITIONSEXISTING CONDITIONS CITY OF RALEIGHENGINEERING SERVICES DEPARTMENTNO. REVISIONS CHECKED BY: HSCALE VSCALE SCALES DATE DATE:CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LSHEET NO. ENGINEER ROADWAY ENGINEER HYDRAULICS 1" = 20' N/AIMPROVEMENTSPEDESTRIANCITY OF RALEIGHwww.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 A. YOUNG DRAWN BY: www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL M. BURNS 08/03/2020AS P HALTWV TPE D L=347.36' R=774.81'CHB=N27°20'44"W CH=344.46'N39°32'00"W 451.97'S39°25'53"E 66.43'S S S 18"RCP 18"RCP PIN 1703-01-6713 DB 15821, PG 452 NKHBM LLC N/F PIN 1703-01-8451 BM 2007, PG 2506 DB 14659, PG 269 CHAMCO II, INC. N/F LAKE WHEELER ROAD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EXIST ROW EXIST ROW EXIST ROW EXIST ROW PIN 1703-02-9020 BM 1969, PG 141 DB 1879, PG 674 MASON CORP N/F 3 BUFFER IMPACTSBUFFER IMPACT PERMIT DRAWINGS ALLOWABLE IMPACTS ZONE 1 155 (SQ. FT.) 1 IMPACTS BUFFER ZONE 285 (SQ. FT.) 2 IMPACTS BUFFER ZONE ALLOWABLE IMPACTS ZONE 2 CITY OF RALEIGHENGINEERING SERVICES DEPARTMENTNO. REVISIONS CHECKED BY: HSCALE VSCALE SCALES DATE DATE:CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LSHEET NO. ENGINEER ROADWAY ENGINEER HYDRAULICS 1" = 20' N/AIMPROVEMENTSPEDESTRIANCITY OF RALEIGHwww.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 A. YOUNG DRAWN BY: www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL M. BURNS 08/03/2020 257 258 258 259 260260 261262 262 263 264 265 266AS P HALTWV TPE D L=347.36' R=774.81'CHB=N27°20'44"W CH=344.46'N39°32'00"W 451.97'S39°25'53"E 66.43'S S S 18"RCP 18"RCP PIN 1703-01-6713 DB 15821, PG 452 NKHBM LLC N/F PIN 1703-01-8451 BM 2007, PG 2506 DB 14659, PG 269 CHAMCO II, INC. N/F LAKE WHEELER ROAD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EXIST ROW EXIST ROW EXIST ROW EXIST ROW PIN 1703-02-9020 BM 1969, PG 141 DB 1879, PG 674 MASON CORP N/F24" RCP15" RCP 24" RCP AS P HAL T L=347.36' R=774.81'CHB=N27°20'44"W CH=344.46'N39°32'00"W 451.97'S39°25'53"E 66.43'S S S 18"RCP 18"RCP PIN 1703-01-6713 DB 15821, PG 452 NKHBM LLC N/F PIN 1703-01-8451 BM 2007, PG 2506 DB 14659, PG 269 CHAMCO II, INC. N/F LAKE WHEELER ROAD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EXIST ROW EXIST ROW EXIST ROW EXIST ROW PIN 1703-02-9020 BM 1969, PG 141 DB 1879, PG 674 MASON CORP N/F SIDEWALK SITE PLANMAYWOOD AVENUE9 STA. 14+25.00 -LAKE WHEELER RD-MATCHLINE - SEE SHEET 9 -LAKE WHEELER RD- STA. 14+25MATCHLINE - SEE SHEET 9-MAYWOOD AVE- STA. 14+00MATCHLINE - SEE SHEET 10010 GRAPHIC SCALE 1"=20' 20 4020 RIGHT OF WAY LINE OUTSIDE OF PROPOSED WORK. THE PROPOSED SIDEWALK TO PUE EASEMENT OR NOTE: RELOCATE ALL IMPACTED WATER METERS WITHIN PAD - 19' X 7.5' CLASS 1 RIP RAP CITY OF RALEIGHENGINEERING SERVICES DEPARTMENTNO. REVISIONS CHECKED BY: HSCALE VSCALE SCALES DATE DATE:CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LSHEET NO. ENGINEER ROADWAY ENGINEER HYDRAULICS 1" = 20' N/AIMPROVEMENTSPEDESTRIANCITY OF RALEIGHA. YOUNG DRAWN BY: A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL M. BURNS 08/03/2020WV TPE D 10+00POT Sta. 10+00.00LAKE WHEELER RD24" RCP-III CB CB 24" RCP-III13 www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051 F F F F F F F F F F F F F F F 2'-6" C&G 2'-6" C&G 2'-6" C&G 6' SIDEWALK TIE TO EXISTING SIDEWALK PROPOSED 6' IN THIS AREA DISSIPATE CURB BY OTHERS BY OTHERS BY OTHERS (TYPE R-1) CURB RAMP (TYPE R-1) CURB RAMP CONCRETE DRIVEWAY RECONSTRUCT SIGN RELOCATE EXIST OTHERS RELOCATED BY PED. TO BE TO BE RAISED BY OTHERS CAPACITOR CONTROL BOX 6'RT +43.63 0'LT +76.48 6'RT +91.57 REMOVE STUB POLE TO REMAIN EXIST. POLE ON TOP OF MANHOLE DO NOT PLACE FILL ON TOP OF MANHOLE DO NOT PLACE FILL BY OTHERS REMOVED / ABANDONED EXISTING H.E. CMP TO BE REMOVED BY OTHERS ENDWALL TO BE EXIST CONCRETE PROP. SIDEWALK RAIL IN CONFLICT WITH APPROX. 8 LF OF SAFETY REMOVE AND REPLACE EXIST ROW VALVE WITHIN RELOCATE WATER STORM PIPE CROSSING, IF NECESSARY HYDRANT LEG REVISION TO ALLOW FOR CONTRACTOR TO COORDINATE FIRE PROJECT MANAGER IF CONFLICT EXISTS. WITH PROPOSED STORMWATER DESIGN. NOTIFY VERIFY DEPTH OF SS LINE DOES NOT CONFLICT PIPE MINIMUM OVER PROPOSED PROVIDE 1' OF COVER WMR R8'CHAIN LINK FENCE GUARDRAIL RAILROAD SIGNAL ARMN/FNORFOLK SOUTHERN RAI LWAY( 1 3 0' RI GHT-OF-WAY) MAYWOOD AVENUE (60' PUBLIC RIGHT-OF-WAY) LAKE W HEELER ROAD ASPH A LTRAILROAD TRACKS RAILROAD TRACKS ASPHALT (VARIABLE W IDTH PUBLIC RIGHT-OF-W AY)S1 4 ° 1 2' 0 0 "E 3 9 8. 9 7' S39°25'53"E 66.43'S S S S 18"RCP 1 8"RCP18"R CP PIN 1703-12-0331 BM 1996, PG 753 DB 15152, PG 2767 REFERRAL REALTY.US, LLC N/F RAILROAD CROSSING LIGHTS NORFOLKPIN 1703-11-0771BM 1969, PG 141DB 14659, PG 269CHAMCO II, INC.N/F GUARDRAIL RIP RAP N1 4 ° 3 1' 1 6 "W 1 1 3 5. 3 6'S1 4 ° 3 1' 1 6 "E 7 4 4. 3 5' 10TREE EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST. BLOCK WALL WITH HANDRAIL RAILROAD SIGNAL ARM24" RCP15" RCP 24" RCP 0902 0904 0903 0905 CO WV WV EIP PINCHED GWPWM POT Sta. 10+00.00 MAYWOOD AVE POT Sta. 15+00.00 LAKE WHEELER RD F F F F F F F F F F F F F CURB AND GUTTER TIE TO EXISTING SIDEWALK PROPOSED 6' SIDEWALK PROPOSED 6' 2'-6" C&G CURB AND GUTTER TIE TO EXISTING 2'-6" C&G SIDEWALK PROPOSED 6' (TYPE N-2) CURB RAMP (TYPE N-2) CURB RAMP (TYPE N-2) CURB RAMP STA 10+92.20 TIE TO EXISTING C&G STA 13+57.35 BEGIN 2'-6" C&G STA 13+74.57 END 2'-6" C&G HANDRAIL BEGIN PEDESTRIAN SIGN RELOCATE EXIST HANDRAIL END PEDESTRIAN 15' MIN. AND PLACE ASPHALT PAVEMENT AS NEEDED REMOVE EXISTING 2'-6" CURB & GUTTER PAVEMENT TIE TO EXISTING 13'RT +20.59 FROM CROSSWALK, TYP. RELOCATE STOP BAR 4' MIN R R10' 10' 5' 10' 5'9'9'11'5' AND 10' WIDE TRAVEL LANES, TYPICAL. MARKINGS TO PROVIDE 5' WIDE BIKE LANES BICYCLE MARKINGS, AND RAILROAD XING NOTE: ADJUST INDICATED EXIST. LANE STRIPING, PAVEMENT TIE TO EXISTING 5' 10' 5' MANHOLE ADJUST SEWER PEDESTRIAN CLEARANCE RELOCATE GUY WIRE TO PROVIDE MIN.15' LANE LINES MILL EXIST. CENTERLINE MILL EXIST. AND MARKINGS MILL EXIST. LINES MARKING R.R. CROSSING MILL EXIST. R=9' R=25' STA 12+10.00 CONCRETE SIDEWALK BEGIN 8" REINFORCED STA 12+64.00 CONC. SIDEWALK REINF.END 8" END 2'-6" C&G EXIST SIGN RELOCATE SIGNAL ARM POLE 6' TO CENTER OF LANE LINES MILL EXIST. REMOVED VEGETATION THE NS PUBLIC PROJECTS MANUAL. ACCORDANCE WITH SECTION E.5.K.1 OF FROM THE NS RAILROAD ENGINEER IN ON NS PROPERTY WITHOUT PERMISSION PERMITTED TO STORE ANY EQUIPMENT NOTE: THE CONTRACTOR WILL NOT BE THE PROPOSED CONSTRUCTION. CROSSING GATE/FLASHERS IMPACTED BY DEPARTMENT FOR PROTECTION OF THE WITH THE NORFOLK SOUTHERN SIGNAL'S NOTE: THE CONTRACTOR SHALL COORDINATE SIDEWALK SITE PLANMAYWOOD AVENUEG6 STA. 14+25.00 -LAKE WHEELER RD-MATCHLINE - SEE SHEET G6 -LAKE WHEELER RD- STA. 14+25MATCHLINE - SEE SHEET G6-MAYWOOD AVE- STA. 14+00MATCHLINE - SEE SHEET G7010 GRAPHIC SCALE 1"=20' 20 4020 AT THE DISCRETION OF THE CITY'S URBAN FORESTER. CONSTRUCTION ACTIVITIES MAY REQUIRE REMOVAL CRITICAL ROOT ZONES ARE IMPACTED BY NOTE: TREES WITHIN THE ROADWAY EASEMENTS WHOSE CITY OF RALEIGHENGINEERING SERVICES DEPARTMENTNO. REVISIONS CHECKED BY: HSCALE VSCALE SCALES DATE DATE:CITYOFRALEIGH NORTHCARO INAESTABLISHED1792LSHEET NO. ENGINEER ROADWAY 1" = 20' N/AIMPROVEMENTSPEDESTRIANCITY OF RALEIGHM. BURNS DRAWN BY:J. ROEMER 08/03/2020 A NILO RAC HTRO NLA NOISSEFO RPREENIGNE .RJ ,SNRUB .S LEAHCIM045230 SEAL 253254 254255256 256257257 257258258 2582592 5 9 259259 2 6 0 260 260 260260 261261 261262 262255256 257 257 258 258 259 260260 261262 262 263 264 265 266AS P HAL T WV TPE D L=347.36' R=774.81'CHB=N27°20'44"W CH=344.46'N39°32'00"W 451.97'S39°25'53"E 66.43'S S S 18"RCP 18"RCP PIN 1703-01-6713 DB 15821, PG 452 NKHBM LLC N/F PIN 1703-01-8451 BM 2007, PG 2506 DB 14659, PG 269 CHAMCO II, INC. N/F LAKE WHEELER ROAD (VARIABLE WIDTH PUBLIC RIGHT-OF-WAY) EXIST ROW EXIST ROW EXIST ROW EXIST ROW PIN 1703-02-9020 BM 1969, PG 141 DB 1879, PG 674 MASON CORP N/F 2592602612 6 2 263 264 265 2652662672672682 69270 270 271 272 2 7 3 2 7 4 275 2752752 7 6 276276 277277277267 267 267 2 6 8268 269 270271272273 274275276276 276277R RN/FNORFOLK SOUTHERN RAI LWAY( 1 3 0' RI GHT-OF-WAY) MAYWOOD AVENUE (60' PUBLIC RIGHT-OF-WAY) LAKE W HEELER ROAD (VARIABLE W IDTH PUBLIC RIGHT-OF-W AY) CO WV WV EIP PINCHED S1 4 ° 1 2' 0 0 "E 3 9 8. 9 7' S39°25'53"E 66.43'S S S S 18"RCP 1 8"RCP18"R CP PIN 1703-12-0331 BM 1996, PG 753 DB 15152, PG 2767 REFERRAL REALTY.US, LLC N/F NORFOLK SOUTHERN RAI LWAYPIN 1703-11-0771BM 1969, PG 141DB 14659, PG 269CHAMCO II, INC.N/F GWPWM N1 4 ° 3 1' 1 6 "W 1 1 3 5. 3 6'S1 4 ° 3 1' 1 6 "E 7 4 4. 3 5' 10TREE EXIST ROW EXIST ROW EXIST ROW EXIST ROW www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 S West Street Firm License No. C-1051