NCC241853_Site Plan or Location Map_20240617

TOWN OF ABERDEEN SITE PLAN: SP-23-14
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GENERAL NOTES: CERTIFICATIONS: RESOURCE LIST:
A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE \ PLANNING AND ZONING BUILDING CML ENGINEER
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®e�P�l CAROLINA \ Approved bythe Technical Review Committee for 18 months
EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TOWN OF ABERDEEN TOWN OF ABERDEEN GREENBERGFARROW
TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. (SP-23-14)subject to the approval of any required street and 115 N.POPLAR STREET 115 N.POPLAR ST. 8600 WEST BRYN MAWR AVE,SUITE 800N
utility plans and profiles and approval of an
separate land—disturbing ABERDEEN, NC 28315 ABERDEEN NC 28315 CHICAGO,IL 60631
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER permit and/or erosion control plan. CONTACT:T.JOHN TERZIU CONTACT:BRIAN NORRIS CONTACT:ZACH MICHELS
MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. PHONE:[phone] PHONE:[phone] PHONE:[phone]
DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL EMAIL:JTERZIUOTOWNOFABERDEEN.NET EMAIL: BNORRISOTOWNOFABERDEEN.NET EMAIL ZMICHELSOGREENBERGFARROW.COM
REGULATIONS GOVERNING SUCH OPERATIONS. ABERDEEN (Planning&Inspections Director) (Date)
C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL Engineers Certification of Runoff Control STORMWATER FIRE PREVENTION BUILDING/CANOPY MANUFACTURER
TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT I certify that this plan will control runoff in compliance with the TOWN OF ABERDEEN TOWN OF ABERDEEN FREY—MOSS STRUCTURES
PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. Town of Aberdeen Stormwater Guidelines and the State of North 115 N.POPLAR STREET 800 HOLLY STREET 1801 ROCKDALE INDUSTRIAL BOULEVARD
7.0s - Carolina Stormwater Guidelines for Water Quality and Flood Control, ABERDEEN, NC 28315 ABERDEEN NC 28315 CONYERS,GA 30012
D. WARRANTY/DISCLAIMER: y and that the runoff control measures shown on this plan meet or CONTACT: ERIC HONRINE CONACT: RICHARD SAUNDERS PHONE:[phone]
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH exceed the guidelines of the same Stormwater Guidelines for Water PHONE:[phone] PHONE:[phone]
ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND Quality and Flood Control. EMAIL: EHONRINEOTOWNOFABERDEEN.NET EMAIL: RSAUNDERSOTOWNOFABERDEEN.NET
USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER
NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS w,,,r,�'a
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS81 WATER AND SEWER Fl FCTRIC HEALTH DEPARTMENT
AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT ® TOWN OF ABERDEEN DUKE ENERGY ENGINEERNC DHHS/DIVISION OF PUBLIC
THE SITE. 115 N.POPLAR STREET 3308 N CAROLINA HIGHWAY 5 HEALTHENVIRONMENTAL HEALTH SECTION
11 e` ABERDEEN, NC 28315 ABERDEEN,NC 28315 FOOD PROTECTION PROGRAM
E. SAFETY NOTICE TO CONTRACTOR: ., - S5 CONTACT:JOE WOOD CONTACT:BROOKE ODOM 1632 MAIL SERVICE CENTER
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE T SITE �y PHONE:[phone] PHONE: [phone] RALEIGH, NC 27699-1632
CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS Know what's below. ,—,,,i i EMAIL:JWOODOTOWNOFABERDEEN.NET EMAIL:BROOKE.ODOM®DUKE—ENERGY.COM CONTACT:JEFF JONES
OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING Call beforeyou dig. PHONE:[phone]
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY �o/,� EMAIL JEFF.JONESODHHS.NC.GOV
AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION 'SO.'S,
OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT TELEPHONE MURPHY(OWNER) BUILDING/CANOPY DESIGN
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY (Date) (Signature) AT&T 200 PEACH ST. GREENBERGFARROW
MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 1-800-288-2020 EL DORADO,AR 71730 92 EAST MAIN STREET,SUITE 410
Engineer.ZACHARY P. MICHELS,P.E. CONTACT:JOHN GOETZ SOMERVILLE,NJ 08876
F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL Flrm:GREENBERG FARROW,PLLC PHONE: CONTACT:CHRIS CERBO
BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE Firm License#:P-1359 PHONE:[phone]
ENGINEER. Address: 1230 PEACHTREE ST NE,STE 2900
G. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS Owner's/Developer's Certificate of Compliance LANDSCAPE GEOTECH TANK AND PRODUCT PIPING
GALLOF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE Vicinity Map I,JOHN GOETZ accept this submission as my plan of development 1230GREENBERGFARROW ROW UNITED CONSULTING 6162 SAY
SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH and agree to install all required improvements and comply with the ATLANTA,
PEACHTREE 30309 ST.NE,SUITE 2900 625 HOLCOMBSS,GABRIDGE ROAD GREENWOODS.WILLOW DRIVE,SUITE 320
ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER NOT TO SCALE conditions of approval. CONTACT A NORCROSS, I ROBE) CONTCT: VILLAGE,CO 80111
FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION CONTACT:ALEX MADDOX CONTACT:CHRIS ROBERDS CONTACT:DAVE JONES
PHONE:[phone] PHONE:[phone] PHONE:[phone]
THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR
SPECIFIED ON THESE PLANS. (Date) (Signature)Owner/Developer)
PLAN INDEX: MURPHY USA,INC
H. CONSTRUCTION AND INSTALLATION OF 2.800 S.F. KIOSK/C—STORE, ALL UTILITY CURB CUT&ROAD INFORMATION REGULATORY AGENCY ON
ENTRANCES, (1)25,000 GAL—REGULAR, (1)8,000 GAL—PREMIUM, (1)10,000 ENGINEER (CIVIL) GALLOWAY(TANK/PIPING) GREENBERGFARROW(BUILDING) GREENBERGFARROW(CANOPY) NCDOT MOORE COUNTY DISTRICT UNDERGROUND PETROLEUM STORAGE
GAL—DIESEL, AND (1)8,000 GAL—E-85 UNDERGROUND TANKS SHALL BE IN TANKS
ACCORDANCE WITH ASSOCIATED PLANS. C-0 COVER SHEET COVER COVER SHEET CS1 COVER SHEET CS1 COVER SHEET OFFICE DIVISION 8 DISTRICT 2 NCDEQ/UST
C—, SITE PLAN FS—, SPECIFICATIONS Al ACCESSIBILITY STANDARDS NOTES&DETAILS S1 STRUCTURAL GENERAL NOTES 902 NORTH SANDHILLS BLVD. WASTE MANAGEMENT UST SECTION
I. THE GENERAL CONTRACTOR TO COORDINATE THE CANOPY SIGN LOCATIONS AND ABERDEEN, NC 28315 PERMITS BRANCH NC DEQ/UST
FREE—STANDING SIGNAGE WITH MURPHY'S DEVELOPMENT PROJECT MANAGER AND S-1 SURVEY FS-2 SPECIFICATIONS A2 EGRESS/ACCESSIBILITY FLOOR PLAN El FRAMING PLAN CONTACT:MATTHEW KITCHEN 1646 MAIL SERVICE CENTERRALEIGH,
SIGN COMPANY. C-3 GRADING PLAN FS-3 UST AND FUEUNG SYSTEMS INSPECTIONS CHECKLIST Si STRUCTURAL GENERAL NOTES E2 ELEVATIONS CONTACT:DAGO JUAREZ POZOS NC 27699-1646
C-3.1 STORM SEWER PLAN FS-4 UST FUELING SYSTEM INSPECTION CHECKLIST El EXTERIOR ELEVATIONS E3 LIGHTING AND SOFFIT PLAN PHONE:[phone] PHONE: E9IY(919)215-83155S
NOTES TO CONTRACTORPHONE: ILYPHILUP
C-3.2 CATCHMENT AREAS FS-5 FUELING TANK REMOVAL INSPECTION CHECKLIST E2 EXTERIOR ELEVATIONS E4 SECTION EMAIL:MWKITCHENONCDOT.GOV EMAILEMILY.PHILUPS®NCDENR.GOV
A. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE DATE C-4.0 EROSION CONTROL PHASE 1 EMAIL:DJUAREZPOZOS®NCDOT.GOV
WHEN CONSTRUCTION IS TO BEGIN. FS-6 FUELING SYSTEMS INSPECTIONS OVERVIEW E3 FLOOR PLAN E5 SECTION
B. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEYING, STAKING, AND C-4.1 EROSION CONTROL PHASE 2 F-1 NOTES AND PARTS LIST E4 FLOOR FRAMING PLAN E6 SECTION
LAYOUT. C-4.2 EROSION&SEDIMENT CONTROL DETAILS
C. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER OF RECORD F-2 TANK INSTALLATION AND ANCHORING DETAILS ES ROOF FRAMING PLAN Fl FOUNDATION PLAN
INFORMED OF ANY DEVIATIONS DURING CONSTRUCTION AND SHALL REPORT THEM C-4.3 EROSION&SEDIMENT CONTROL DETAILS F-3 TANK SUMP DETAILS E6 SECTION
IMMEDIATELY.
D. CONTRACTOR IS REQUIRED TO KEEP REDLINE AS—BUILTS AND TO PROVIDE THOSE C-5 DEMOLITION PLAN F-4 TANK RISER,OBSERVATION WELL AND VENTING DETAILS E7 SECTION
TO MURPHY UPON COMPLETION. C-6 UTILITY PLAN F-5 PRODUCT PIPING PLAN E7A SECTION(ALTERNATE)
E. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE AS—BUILT AND C-7 PAVING/JOINT LAYOUT PLAN F-6 DISPENSER ISLAND DETAILS
CERTIFICATE OF OCCUPANCY (C.O.) REQUIREMENTS FROM THE ISSUING AUTHORITY. E8 SECTION
F. IF AN ELEVATION CERTIFICATE OR AS—BUILT SURVEY IS REQUIRED BY THE ISSUING C-8 TRUCK ROUTE PLAN FD-1 DISPENSER DETAILS BASED ON A SURVEY BY:
AUTHORITY, THE CONTRACTOR SHALL BE RESPONSIBLE OBTAINING THE AS—BUILT E8A SECTION(ALTERNATE)
SURVEY, PREPARED BY A LICENSED SURVEYOR, AND SUBMITTING THE AS—BUILT C-9 DETAILS SHEET FE-1 CONDUIT PLAN E9 INTERIOR ELEVATIONS
SURVEY TO ISSUING AUTHORITY AND THE ENGINEER OF RECORD. C-10 DETAILS SHEET FE-2 PUMPS AND DISPENSER CONTROL WIRING BECHTLER GREENFIELD SOUTHEAST, LLLP
E10 INTERIOR ELEVATIONS 1230 PEACHTREE ST, NE, SUITE 2900
WETLANDS NOTE: C-,1 DETAILS SHEET FE-3 CANOPY WIRING LAYOUT El FLOOR FINISH PLAN ATLANTA, GA 30309
C-12 DETAILS SHEET FE-4 FRANKLIN EVO DETAILS PHONE: [phone]
ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. ARMY CORPS EL1 ELECTRICAL PLAN DATED:MARCH 03-14-2023
OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL C-13 DETAILS SHEET FE-5 LOW VOLTAGE DISPENSER DISCONNECT WIRING EL2 LIGHTING PLAN
APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS C-14 DETAILS SHEET FE-6 FRANKLIN EVO CONFIGURATIONS(1 OF 3)
AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. EL3 ELECTRICAL DETAILS
THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE C-15 DETAILS SHEET FE-7 FRANKLIN EVO CONFIGURATIONS(2 OF 3) EL4 ELECTRICAL PANEL SCHEDULE
LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. C-16 EARTHWORK SPECIFICATIONS FE-8 FRANKLIN EVO CONFIGURATIONS(3
3 OF 3) P1 PLUMBING N
FLOOD CERTIFICATION: LP—, LANDSCAPE PLAN FL-1 SIGNAGE PLACEMENT DETAILS P2 PLUMBING&WATER RISER DIAGRAMS REVISION DATE DESCRIPTION
IN-1 IRRIGATION PLAN REV-0 03-14-24 PRELIMINARY SET
THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 100—YEAR FL-2 STANDARD LABELING DETAILS M1 MECHANICAL PLAN REV-1 06-17-24 OUT TO BID
FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD L-1.0 PHOTOMETRIC PLAN FL-3 DISPENSER GRAPHICS AND PROGRAMMING M2 MECHANICAL ROOF PLAN
INSURANCE RATE MAP 3710857100J, DATED OCTOBER/17/2006
F1 FOUNDATION PLAN
NOTICE TO BIDDERS: THE OWNER/DEVELOPER SHALL PROVIDE COMPLETE RECORD DRAWINGS OF THE F2 FOUNDATION DETAILS
FINAL CONSTRUCTED QUANTITIES AND FIELD CONDITIONS.A HARD COPY TO
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE SCALE(24"X 36"OR zz^X 34^),DIGITAL FILE PDF,TIFF AND DIGITAL AUTOCAD OR GC1 GC SCOPE OF WORK FLOOR PLAN
DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT [phone] (GAVEN BALLINGER). ARCGIS POINTS TO GRID OF ALL ATTRIBUTES TO INCLUDE GATE VALVES,
SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE HYDRANTS,FITTINGS,STATIONS,VAULTS,MANHOLES,STORM WATER DITCHES CONTACT:ZACH MICHELS, P.E. JOB NO.:20220915.0
CONSULTING ARCHITECT AND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY AND PONDS,AND ALL RELATED APPURTENANCES INCLUDED IN THE PROJECT.
WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER. RECORD DRAWINGS MUST BE PROVIDED TO THE TOWN PRIOR TO FINAL 8600 WEST BRYN MAWR AVENUE,SUITE 800N DATE: SHEET NO.
ACCEPTANCE OF THE PROJECT.ADDITIONALLY,ACCEPTANCE OF THE STORM 06-17-24
REQUIRES SYSTEM:1 VIDEO(THE VIDEO SHALL BE PRIOR TO PAVING,AFTER THE CHICAGO,IL 60631 REV-1 C-o
INSTALLATION OF DRY UTILITIES,BUT PRIOR TO ACCEPTANCE OF THE STREETS.