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Home My WebLink AboutNCC211846_Site Plan or Location Map_20210326PROPERTY OWNER: ABBREVIATIONS ABC AGGREGATE BASE COURSE MAX MAXIMUM AC ACRES MH MANHOLE APPROX APPROXIMATE MIN MINIMUM ASPH ASPHALT MJ MECHANICAL JOINT MON MONUMENT B-B BACK OF CURB TO BACK OF CURB MTL METAL BLDG BUILDING MW MONITOR WELL BM BENCHMARK BOC BACK OF CURB N/A NOT APPLICABLE BVC BEGIN VERTICAL CURVE NAD 27 NORTH AMERICAN DATUM 1927 NAD 83 NORTH AMERICAN DATUM 1983 C&G CURB AND GUTTER NC NORMAL CROWN CATV CABLE TELEVISION NC GRID NORTH CAROLINA GRID CB CATCH BASIN NCDOT NORTH CAROLINA DEPARTMENT CFS CUBIC FEET PER SECOND OF TRANSPORTATION CHL CHAIN LINK NCGS NORTH CAROLINA GEODETIC SURVEY CI CURB INLET NIP NEW IRON PIPE CIP CAST IRON PIPE NTS NOT TO SCALE q CENTERLINE CM CONCRETE MONUMENT O/C ON CENTER CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER CO CLEAN OUT OH OVERHEAD CONC CONCRETE OSHA OCCUPATIONAL SAFETY AND CONSTR CONSTRUCTION HEALTH ADMINISTRATION CONTR CONTRACTOR OVH OVERHANG COR CORNER CULV CULVERT PA PARKING AREA PC POINT OF CURVATURE IL DELTA PCC POINT OF COMPOUND CURVATURE DCV DETECTOR CHECK VALVE FED PEDESTAL DDCV DOUBLE DETECTOR CHECK VALVE PI POINT OF INTERSECTION DI DROP INLET PIV POST INDICATOR VALVE DIA DIAMETER R PROPERTY LINE DIP DUCTILE IRON PIPE POC POINT ON CURVE DRW DRIVEWAY POS POINT ON SPIRAL DW DOMESTIC WATER POT POINT ON TANGENT PP POWER POLE EG EXISTING GRADE PRC POINT OF REVERSE CURVATURE EIP EXISTING IRON PIPE PSI POUNDS PER SQUARE INCH ELEC ELECTRIC PT POINT OF TANGENCY ELEV ELEVATION PVC POLYVINYL CHLORIDE EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION ESMT EASEMENT PVMT PAVEMENT EVC END VERTICAL CURVE EX EXISTING R RADIUS R/W RIGHT OF WAY FES FLARED END SECTION RCP REINFORCED CONCRETE PIPE FFE FINISHED FLOOR ELEVATION RETW RETAINING WALL FG FINISHED GRADE REV REVISED FH FIRE HYDRANT RPZ REDUCED PRESSURE ZONE FNC FENCE RT RIGHT FOC FACE OF CURB RWM RIGHT OF WAY MONUMENT FPS FEET PER SECOND SAN SANITARY GALV GALVANIZED SB SOIL BORING GL GAS LINE SHT SHEET GM GAS METER SIG SIGNAL GPM GALLONS PER MINUTE SPECS SPECIFICATIONS GRV GRAVEL STA STATION GV GATE VALVE STM STORM GW GUY WIRE SW SIDEWALK HC HANDICAP T TANGENT HCP HANDICAP PARKING TBM TEMPORARY BENCHMARK HCR HANDICAP RAMP TCP TERRA COTTA PIPE HDW HEADWALL TEL TELEPHONE HP HIGH POINT TEMP TEMPORARY HT HEIGHT TOC TOP OF CURB TOE TOE OF SLOPE ID INSIDE DIAMETER TOP TOP OF SLOPE IN/HR INCHES PER HOUR TOW TOP OF WALL INV INVERT TP TELEPHONE POLE ITL INDEPENDENT TESTING LABORATORY TRANS TRANSFORMER TYP TYPICAL JB JUNCTION BOX U/C UNDER CONSTRUCTION L LENGTH U/G UNDERGROUND LF LINEAR FEET UP UTILITY POLE LGT LIGHT LP LIGHT POLE VC VERTICAL CURVE LS LANDSCAPED VCP VITRIFIED CLAY PIPE LT LEFT WL WATER LINE WM WATER METER WV WATER VALVE WW WOVEN WIRE EXISTING N 75' 15'30" E o 310.00' R/W 1312_�ii i ❑ o 0 FES o 0 0 Wv 0 WM 0---- < ❑ CM 0 well ❑ sign 0 S W W G G O O UE UE UT UT SYMBOLS NEW N 75°15'30" E 310.00' R/W 137 US —S111111111—S— _W W- - G G — O O —UE—UE— —UT UT— —FO—FO— DESCRIPTION PROPERTY LINE RIGHT OF WAY CENTERLINE EASEMENT SETBACK LIMITS OF CONSTRUCTION CONTOURS SPOT ELEVATIONS BENCH MARK PAVEMENT, SIDEWALKS CURB AND GUTTER TREE LINE POND, LAKE, RIVER, STREAM RETAINING WALL FENCE GUARD RAIL SWALE/DITCH SILT FENCE TEMPORARY DIVERSION BERM INLET PROTECTION CURB INLET, DROP INLET MANHOLE, JUNCTION BOX FLARED END SECTION CLEAN OUT FIRE HYDRANT VALVE WATER METER UTILITY POLE W/GUY WIRE CONCRETE MONUMENT, R/W MONUMENT WELL SIGN TREES THRUST BLOCK, PLUG, REDUCER KEY NOTE NUMBER STORM DRAINAGE STRUCTURE NUMBER STORM DRAIN LINE SANITARY SEWER LINE WATER LINE GAS LINE OVERHEAD UTILITY LINE ELECTRIC (UNDERGROUND) TELEPHONE (UNDERGROUND) FIBER OPTIC CABLE GENERAL NOTES 1. EXISTING SITE BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY COMPLETED BY ALLIED ASSOCIATES, P.A. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO ALL APPLICABLE OSHA REGULATIONS PERTAINING TO CONSTRUCTION ON -SITE. 3. CONTRACTOR SHALL PROVIDE THE NECESSARY SIGNAGE AND FLAGMEN WHEN WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY. UTILIZE TEMPORARY TRAFFIC CONTROL DEVICES TO ENSURE THE SAFETY OF EMPLOYEES AND THE GENERAL PUBLIC. 4. COORDINATE WITH ADJACENT PROPERTY OWNERS FOR ANY WORK REQUIRED OUTSIDE OF PROPERTY BOUNDARY. 5. CONTRACTOR SHALL VERIFY PROPOSED GRADES AND ELEVATIONS IN ADVANCE OF CONSTRUCTION OPERATIONS. NOTIFY ENGINEER OF ANY CONFLICT. 6. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF ANY WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A REVISION TO THE DESIGN. 8. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER (800) 632-4949 AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. PEM INVESTMENTS, LLC BRUCE HUBBARD 1598 WESTBROOK PLAZA DRIVE, SUITE 200 WINSTON-SALEM, N.C. 27103 PHONE: (336) 723-0303 EMAIL: BHUBBARD@HUBBARDCOMMERCIAL.COM ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 EMAIL: SCAUSEY@ALLIED-ENGSURV.COM ALLIED ASSOCIATES, PA 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 ARDMORE COMMONS PEM INVESTMENTS, LLC 1451 EBERT STREET WINSTON-SALEM, NORTH CAROLINA ENGINEER/SURVEYOR: Allied Design, Inc. CIVIL ENGINEERING❖LAND SURVEYING 4720 KESTER MILL ROAD WINSTON-SALEM, NORTH CAROLINA 27103 Phone: (336) 765-2377 Fax: (336) 760-8886 e-mail: scausey@allied-engsurv.com SHEET INDEX: LL$ COVER SHEET o o m o 0 o m C1.1 DEMOLITION AND STAGE 1 EROSION CONTROL PLAN o — — _ — C1.2 I SITE GRADING, DRAINAGE AND STAGE 2 EROSION CONTROL PLAN FFE FFE FFE FFE FF FFE a zz ozo a3 — — C1.3 SITE GRADING, DRAINAGE AND STAGE 3 EROSION CONTROL PLAN wP C1.4 SITE GRADING, DRAINAGE AND STAGE 4 EROSION CONTROL PLAN GRAN STREET (PRIVATE) C1.5 FINAL GRADING AND STORMWATER MANAGEMENT PLAN o C1.6 STORM DRAINAGE PLAN F FEFFsE 30 C1.7 STORM DRAINAGE INFORMATION IFa3FaEs=a a3asaaso FFFFF aaso aso a3aso a3as o ea,sa a3s 3,5a 34=5 1121 zFFE a6s — — zso — azso eaoso saoso so — ea 0 s — C2.1 UTILITY NOTES 0 tr0 o m3fo 0 o C2.2 SITE UTILITY PLAN oe C2.3 GRANBY STREET PLAN AND PROFILE 0+00 — 6+50 C2.4 GRANBY STREET PLAN AND PROFILE 6+50 — 13+00 C2.5 FINCHLEY STREET AND SANITARY SEWER OUTFALL PLAN AND PROFILE C3.1 SITE LAYOUT PLAN C4.1 EROSION CONTROL DETAILS SILAS CREEK PARKWAY C4.2 SITE AND EROSION CONTROL DETAILS C4.3 EROSION CONTROL DETAILS I I NCG01 GROUND STABILIZATION AND MATERIALS HANDLING NCG01 SELF —INSPECTION, RECORDKEEPING AND REPORTING SWM1 PRE —DEVELOPED PLAN SWM2 POST —DEVELOPED PLAN SWM3 STORMWATER MANAGEMENT PLAN SWM4 STORMWATER MANAGEMENT PLAN L-100 PERMIT PLANTING PLAN L-500 PLANTING DETAILS AND NOTES GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400