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NCC216818_Site Plan or Location Map_20211209
230C W. Pennsylvania Ave. Southern Pines, NC 28387 Voice 910-725.1107 www.crawforddsn.com Landscape Architecture ♦ Fayetteville, INC Civil Engineering ♦ Southern Pines, INC Crawford Design Company © Copyright 2021 All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation. DES I ARLYi1 rF COy �e 3 7 CERT. No. C-136 g Y LLE • COVER SHEET EXISTING CONDITIONS - SURVEY SITE - LAYOUT PLAN GRADING PLAN DETAILS ,11" O DES I rC F \NEER/ CO�J j q Q 7 chi CERT. No. C-2097 g ZO �P CAROB"\ I LLE • ���,,, 2 .-p SEAL _ - 027502 - I SITE PHASE 4 m Z Z O Q U TQ r� V 2 J �G r N Z WEST END WEST END, N.C. C0.0 C1.0 C2.0 C3.0-3.2 C5.0 - C5.1 TKCSJM HARRIS, LLC G R E T C I I E N PHASE 4 Property Identification Number: Property Address / Location: 853500609241 Gretchen Road Address / Location PINES ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS SHEET SHALL APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET. 1. THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE. 2. ALL DIMENSIONS AND ALL ELEVATIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED. 3. THE INTENT OF THE LIMITS OF CONSTRUCTION (LOC) SHOWN ON THE DRAWINGS IS TO DEFINE THE GENERAL AREA TO CONSTRUCT, INSTALL AND/OR MODIFY THE SITE IMPROVEMENTS. TYPICALLY, THE LOC WILL FOLLOW RIGHT-OF-WAY OR PROPERTY BOUNDARIES. HOWEVER, THE LOC MAY BE SHOWN IN CERTAIN LOCATIONS FOR READABILITY AND CLARITY PURPOSES. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE REGARDING ANY QUESTIONS AS TO THE EXACT LOCATION OF THE LOC PRIOR TO BID AND PRIOR TO BEGINNING CONSTRUCTION. ALL ITEMS SHOWN ON THESE PLANS THAT DO NOT SPECIFICALLY STATE'NOT-IN-CONTRACT (NIC)' SHALL BE INCLUDED IN THE BID COST, INCLUDING ITEMS THAT MAY BE OUTSIDE THE LOC BOUNDARY. 4. LOCATIONS OF EXISTING UTILITY LINES HAVE BEEN TAKEN FROM UTILITY RECORDS SUPPLEMENTED BY FIELD INSPECTIONS AND SHOULD INDICATE IN GENERAL THE TYPE OF UNDERGROUND FACILITIES NOW IN SERVICE. LOCATIONS SHOWN ARE NOT GUARANTEED. DEVELOPERS OR CONTRACTORS SHALL NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT SHALL ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ENCOUNTERING UNRECORDED LINES OR LINES BEING IN DIFFERENT LOCATIONS THAN INDICATED ON THIS PLAN. AT LEAST 72-HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY, EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY AND/OR FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH CAROLINA ONE CALL CENTER - 1-800-632-4949). ALL DAMAGE INCURRED TO EXISTING UTILITY LINES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTORS EXPENSE. 5. ALL WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. 6. A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NCDEQ . THE GENERAL CONTRACTOR IS REQUIRED TO AND SHALL FOLLOW ALL LOCAL STATE AND FEDERAL REGULATIONS TO MINIMIZE EROSION AND THE TRANSPORT OF SEDIMENT OFF -SITE DURING CONSTRUCTION, INCLUDING THE PLACEMENT AND MAINTENANCE OF CONTROL MEASURES. ALL MEASURES REQUIRED SHALL BE INCLUDED IN THE BID COST WHETHER SPECIFICALLY INDICATED OR NOT. 7. ALL PARKING STRIPES SHALL BE 4" WIDE AND SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT. ALL ISLANDS AND TRAFFIC ARROWS SHALL BE MARKED WITH STANDARD WHITE TRAFFIC PAINT. 8. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL MOORE COUNTY & STATE REQUIREMENTS. 9. DISTURBED AREAS NOT COVERED BY ASPHALT OR OTHER IMPERMEABLE SURFACES SHALL BE SEEDED AND STABILIZED PER SPECIFICATIONS. 10. ACCESSIBLE PARKING SPACES ACCESS AISLES & SIGNAGE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR AND INSTALLED PER FEDERAL STATE, AND LOCAL REQUIREMENTS UNDER THE AMERICANS WITH DISABILITIES ACT (ADA). STANDARD R7-8 RESERVED PARKING AND MAXIMUM PENALTY $250 NCGS 20.37.6 SIGNS MUST BE INSTALLED IN FRONT OF ALL ACCESSIBLE PARKING SPACES. "VAN ACCESSIBLE" SIGNS MUST BE PROVIDED IN FRONT OF THE VAN ACCESSIBLE PARKING SPACE(S). 11. ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS, AND SIGNALS SHALL BE DESIGNED, INSTALLED AND MAINTAINED IN COMFORMANCE WITH THE STANDARDS SET FORTH IN THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 12. THESE PLANS INDICATE THE MAJOR DEMOLITION COMPONENTS TO BE REMOVED AND/OR, RELOCATED. HOWEVER, THE CONTRACTOR SHALL DEMOLISH AND/OR RELOCATE ALL MISCELLANEOUS COMPONENTS NOT SPECIFICALLY INDICATED ON THESE PLANS TO PROVIDE A CLEAN SITE FOR THE INSTALLATION OF THE NEW IMPROVEMENTS. 13. SURVEY, BASE MAPPING, & TOPOGRAPHICAL DATA PROVIDED BY Matthews Land Surveying and Mapping, PLLC 10 Courthouse Square Carthage, NC 28327 Phone: (910) 947-2671 14. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TREE PROTECTION FENCING AROUND ALL "AT -RISK" TREES WITHIN THE VICINITY OF THE CONSTRUCTION ACTIVITY WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITIES, AND SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT UNTIL FINAL SITE INSPECTION. REFER TO CONSTRUCTION PLAN DETAIL SHEETS FOR TREE PROTECTION DETAIL(S). 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR APPROVAL TO REMOVE ALL CONSTRUCTED TEMPORARY & PERMANENT EROSION & SEDIMENTATION CONTROL MEASURES, AND FOR THE APPROVAL OF PERMANENT GROUND COVER. 16. CONTRACTOR SHALL INSTALL A RAIN GAUGE AND MAINTAIN A MONITORING LOG ACCORDING TO NCDEQ REQUIREMENTS UNTIL THE AGENCY HAS RELEASED THE SITE. 17. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ACCORDING TO NCDOT REQUIREMENTS DURING THE CONSTRUCTION OF IMPROVEMENTS IN THE RIGHT-OF-WAY. 18. CONTRACTOR SHALL PROVIDE RED -LINE PRINTS OF ALL CHANGES AND MODIFICATIONS. THIS INFORMATION SHALL BE PROVIDED TO THE DESIGNER OF RECORD AT THE TIME OF SUBSTANTIAL COMPLETION. Owner / Client Contact: Owner / Client Address: Owner / Client Phone & Fax: TKCSJM HARRIS , LLC - Steve Harris 208 J DOWDY ROAD, CARTHAGE NC 28327 Ph.: (910) 690-1268 EXISTING NEW CABLE / TELEVISION CA CA CENTER LINE — — CONTOUR LINE 1 OO 100— DIVERSION BERM N/A 111— DB EASEMENT FENCE X X FENCELINE 1 0 FENCELINE 2 13 El FIBER OPTIC FO FO FORCE MAIN FM FM NATURAL GAS G G LIMITS OF CONSTRUCTION N/A LW OVER HEAD ELECTRIC OE OE PROPERTY LINE PROPERTY LINE (ADJACENT) G N/A RAIL ROAD TRACKS RIGHT OF WAY R/W R/W SANITARY SEWER S S SEDIMENT FENCE N/A SF SLOPE DRAIN N/A SPD SLUDGE RETURN LINE SR SR STORM DRAIN SD SDI SWALE/DITCH LINE F , TELEPHONE T T UNDERGROUND ELECTRIC FE UE WATER W W ASPHALT PAVEMENT (STANDARD) ASPHALT PAVEMENT (HEAVY N/A DUTY) CONCRETE C a m o a GRASS/SOD N/A GRAVEL C GRAVEL CONST. ENTRANCE N/A PAVERS F SEDIMENT TRAP N/A SOIL C :1 N/A VELOCITY DISSIPATION / RIP RAP PROTECTION �ffl ri WETLAND AREA i i i i FEZ / / / / ---- L______J EXISTING NEW NOTE BUBBLE (GRADING) N/A 0 NOTE BUBBLE (SITE) N/A 0 NOTE BUBBLE (UTILITY) N/A PLUG POROUS BAFFLES N/A POST INDICATOR VALVE POWER/TELEPHONE POLE REDUCER/INCREASER RIDGE LINE N/A 4 ROCK PIINLET N/A PROTECTION � SIGNAGE TELEPHONE PEDESTAL ° � °varies TREE/SHRUB TRENCH DRAIN WATER METER/VAULT WATER VALVE WHEELSTOP E: = 0 YARD INLET PROJECT EROSION CONTROL MEASURES TEMPORARY SEDIMENT N/A FENCE TEMPORARY GRAVEL N/A CONSTRUCTION ENTRANCE TEMPORARY SKIMMER BASIN N/A WITH POROUS BAFFLES ACCESSIBLE RAMP Q TEMPORARY DIVERSION SWALE N/A L AREA LIGHT �" ( ) Y TEMPORARY SEDIMENT TRAP N/A BACK FLOW PREVENTION WITH POROUS BAFFLES ASSEMBLY BEND N/A/ TREE PROTECTION FENCE N/A BLOCK& GRAVEL INLET N/A I I I PROTECTION I L I ELM SILT FENCE OUTLET N/A CHECKDAM N/A ' TEMPORARY HARDWARE CLOTH & GRAVEL INLET N/A PROTECTION CLEAN OUT VELOCITY DISSIPATION /RIP N/A RAP PROTECTION CURB &GUTTER ROCK PIPE INLET N/A CURB & GUTTER (SPILL OFF) N/A PROTECTION CURB INLET Wi DROP INLET F_J DUMPSTER UNIT r T L ELECTRICAL TRANSFORMER FIRE HYDRANT ASSEMBLY FLARED END SECTION GAS METER W GAS VALVE W GRADE BUBBLE + 1 00.00 UD•DU (TOP -ELEVATION) GRADE BUBBLE (FINISH -GRADE) + 1 00.00 100.00 GUY WIRE E— HARDWARE CLOTH & GRAVEL N/A a Oa HEAD WALL — JUNCTION BOX LIFT STATION 0 MAN HOLE L--J O O NOTE BUBBLE (DEMOLITION) N/A NEW ISFI Abbreviation: Description: A/C AIR CONDITIONING ADJ ADJACENT AFF ABOVE FINISH FLOOR AL AREA LIGHT APX APPROXIMATE ASBY ASSEMBLY ASPH ASPHALT AUTO AUTOMATIC B.O. BLOW -OFF B.V. BALL VALVE B/W BETWEEN BFF BELOW FINISH FLOOR BLDG BUILDING BOC BACK OF CURB BOW BOTTOM OF WALL BX BOX CF CUBIC FOOT Cl CURB INLET CL CENTER LINE CMS CONCRETE MONUMENT SET CMU CONCRETE MASONARY UNIT CONC CONCRETE CONSTR CONSTRUCTION CONTR CONTRACTOR CTI CAST IRON CY CUBIC YARD D DEPTH DEMO DEMOLISH (DEMOLITION) DI DUCTILE IRON DIA DIAMETER DIM DIMENSION IDS DOWNSPOUT DWG DRAWING ECM EXISTING CONCRETE MONUMENT EIP EXISTING IRON PIPE EIS EXISTING IRON STAKE ELEC ELECTRIC (ELECTRICALLY) ELEV ELEVATION ELMH ELECTRICAL MANHOLE ENCL ENCLOSURE EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EQPT EQUIPMENT ESMT EASEMENT EX EXISTING EXCV EXCAVATE (EXCAVATION) EXT EXTERIOR FES FLARED END SECTION FFE FINISH FLOOR ELEVATION FH FIRE HYDRANT FIN FINISH FLR FLOOR FNC FENCE FO FIBER OPTIC FOBX FIBER OPTIC BOX FOC FACE OF CURB FT FOOT G.V. GATE VALVE GA GAUGE GALV GALVANIZE GND GROUND GRAV GRAVEL HDPE HIGH DENSITY POLYETHYLENE HORZ HORIZONTAL HT HEIGHT HVAC HEATING / VENTILATIING / A/C HVD HEAVY DUTY HW HEAD WALL IN INCH INT INTERIOR INV INVERT ISS IRON STAKE SET JB JUNCTION BOX JNT JOINT Abbreviation: Description: L LENGTH, LEFT LF LINEAR FOOT LFT LEFT MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS MON MONUMENT NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER O/H OVER HEAD PC POINT OF CURVATURE PI POINT OF INTERSECTION PIV POST INDICATION VALVE P/L PROPERTY LINE PP POWER POLE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS, RIGHT R.J. RESTRAINED JOINT R/W RIGHT OF WAY RCP REINFORCED CONCRETE PIPE RDCO ROOF DRAIN CLEAN OUT RED REDUCED REM REMOVE RNF REINFORCE RQD REQUIRED RQMT REQUIREMENT RT RIGHT SCH SCHEDULE SD STORM DRAIN SDCO STORM DRAIN CLEAN OUT SDMH STORM DRAIN MANHOLE SED SEDIMENT SF SQUAREFOOT SLV SLEEVE SPEC SPECIFICATION SQ SQUARE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STOR STORAGE STSL STAINLESS STEEL SY SQUARE YARD TBM TEMPORARY BENCHMARK TEL TELEPHONE TEMP TEMPORARY THK THICK TMH TELEPHONE MANHOLE TOG TOP OF GRATE TOH TOP OF HOOD TOP TOP ELEVATION TOW TOP OF WALL TPED TELEPHONE PEDESTAL TS&V TAPPING SADDLE & VALVE TYP TYPICAL U/G UNDER GROUND UTIL UTILITY VAL VALVE VERT VERTICAL W/ WITH W/O WITHOUT WL WATER LINE WM WATER MAIN, WATER METER WSE WATER SERVICE ELEVATION WWF WELDED WIRE FABRIC YI YARD INLET r- EN ADDITIONAL NOTES 1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON COVER SHEET SHALL APPLY TO THIS PLAN O N a; O N U O `f N O N N U/ N U O 0 N O N 0 Q U a- cn c� N O N U/ E OF. ORRIS, LLL 463 0� Q P� Ste' Landscape Architecture ♦ Fayetteville, NC Civil Engineering ♦ Southern Pines, Nc 116 N. Cool Spring Street ♦ Fayetteville, NC 28301 Voice:910-221-0033 ♦ Fax: 910-221-0035 w w w. c r a w f o r d d s n. c o m DES I GNT ,coqDuEuSu�I �G�pN ,,Q W1�1, poARa�W 01\NE0W�i� Os� oG Q v i : Q v010 iff CERT. No. C � CERT. No. C C-136 a m j C-2097 i 20 'O ?P SEALS IIA Oy9 � SEAL - 027502 - - REVISIONS Z O W z V J z ce W = W .Uz cn W Z V WEIR YV� Z J n PROJECT DETAILS Project Manager: KSL CAD Technician: RFN/CER Reviewed / Approved By: Project Number: 21024 S C A L E 0 200 400 Full Scale: Horiz.: 1" = 200' Half Scale: Horiz.: 1" = 400' ISSUE DATE 10/01 /2021 SHEET NUMBER C2,1 cn