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GENERAL NOTES:
A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS RESOURCE LIST: 2
AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. NORTH CAROLINA
it , PLANNING AND ZONING BUILDING CML ENOINFFE
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION .' CITY OF JACKSONVILLE CITY OF JACKSONVILLE GREENBERGFARROW
OPERATIONS TO AN APPROVED SITE. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH A PO BOX 128 PO BOX 128 8600 W BRYN MAWR AVE;SUITE 800 N
OPERATIONS. ��� 0I JACKSONVILLE,NC 28540-0128 JACKSONVILLE, NC 28540-0128 CHICAGO,IL 60631
JACKSONVILLE r CONTACT:JEREMY SMITH CONTACT: DARREL JOHNSON CONTACT:ZACH MICHELS
C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ,
OFFICE:[phone] PHONE:[phone] PHONE:[phone]
a
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. EMAIL:J(910) ACKSONVILLENC.GOV FAX: [phone] EMAIL•ZMICHELSOGREENBERGFARROW.COM
✓i EMAIL:DJOHNSONOJACKSONVILLENC.GOV
D. WARRANTY/DISCLAIMER:
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND • STORMWATER FIRE PREVFNTION RUII DING/CANOPY MANUFACTURER
USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CITY OF JACKSONVILLE FIRE MARSHAL FREY-MOSS STRUCTURES
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS aI PO BOX 128 200 MARINE BLVD 1801 ROCKDALE INDUSTRIAL BOULEVARD
AT THE SITE. 815 NEW BRIDGE ST JACKSONVILLE, NC 28541 CONYERS,GA 30012
JACKSONVILLE,NC 26541 CONTACT: BRIAN KELLY PHONE:[phone]
E. SAFETY NOTICE TO CONTRACTOR: �,19 CONTACT:PAT DONOVAN-BRANDENBURG PHONE:[phone]
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS PHONE:[phone] EMAIL:BKELLYOJACKSONVILLENC.GOV
OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY �,N EMAIL:PDONOVAN-BRANDENBURGOJACKSONVILLENC.GOV
AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT WATER AND SFWFR ELECTRIC HEALTH DEPARTMENT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. ENGINEERING&CONSTRUCTION DUKE ENERGY DEPARTMENT OF HEALTH AND HUMANS
F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE CONSTRUCTION SPECIALIST CONTACT:MICHAEL SERVICES
ENGINEER. •e 815 NEW BRIDGE STREET PHONE:[phone] 2001 MAIL SERVICE CENTER
7,� JACKSONVILLE,NC 26541 PHONE:[phone] RALEIGH, NC 27699-2000
G. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY AND CITY OF JACKSONVILLE MSSD, 3� CONTACT:STEVEN MICHELL MOORE WORK ORDER#46-78-9176 CONTACT:JEFF JONES
46-78-9261 PHONE:[phone]
. EMAIL:MIGUEL.BERIEO®DUKE-ENERGY
AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT % EMAIL:SMOOREOJACKSONVILLENCGOV'F PHONE:[phone] PERMANENT#46-78-9261
THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY .COM
DETAILED OR SPECIFIED ON THESE PLANS. 1$ TELEPHONE MURPHY(OWNER) BUILDING/CANOPY DESIGN
GFARROW
H. CONSTRUCTION AND INSTALLATION OF 2.800 S.F. KIOSK/C-STORE, ALL UTILITY ENTRANCES, (1)25,000 GAL-REGULAR, (1)8,000 GAL-PREMIUM, (1)10,000 SPECTRUM 200 PEACH ST. 92GR EAST MAINSTR
GAL-DIESEL AND (1)8,000 GAL-E-85 UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED PLANS. ` / CONTACT:GRACE EL CONTACT:DORADO,AR 71730 92 EAST MAIN STREET,SUITE 410
\\ //// PHONE:[phone] -81 4106 SOMERVILLE,NJ 08876
I. THE GENERAL CONTRACTOR TO COORDINATE THE CANOPY SIGN LOCATIONS AND FREE-STANDING SIGNAGE WITH MURPHY'S DEVELOPMENT PROJECT MANAGER PHONE:[phone] CONTACT:CHRIS CERBO732
AND SIGN COMPANY.
PHONE: [phone]
J. IT SHALL BE UNLAWFUL FOR ANY PERSON TO MAKE ANY EXCAVATION OR DO ANY OTHER WORK WHICH MAY CAUSE A DANGEROUS CONDITION IN OR ON ANY REGULATORY AGENCY ON UNDERGROUND UNITEDGEOTF H TANK AND PRODUCT PIPING
STREET, ALLEY, SIDEWALK, PUBLIC WAY OR PUBLIC PLACE IN THE CITY, UNLESS A WRITTEN PERMIT THEREFOR SHALL HAVE BEEN FIRST OBTAINED FROM AN Vi ci n ity Map 109E PETROLEUM STORAGETR TANKS: UNITED HOLCOMBCONSULBRG GALLOWAY6162S.
OFFICER OF THE CITY VESTED WITH AUTHORITY TO GRANT THE SAME. NO PERMIT SHALL BE ISSUED IN ANY CASE WHERE A BOND IS REQUIRED, UNTIL A RALEIGH,E JONES STREET MAIL SERVICE CTR#4601, 625 SS,GA BRIDGE ROAD GREENWOODS.WILLOW DRIVE,SUITE 320
BOND SHALL HAVE BEEN EXECUTED. NC 27601 NORCROSS, 30071 GREE VILLAGE,CO 80111
NOT TO SCALE CONTACT:MATE WEGNER CONTACT:CHRIS ROBERDS CONTACT:DAVE JONES
PHONEK. FOR EROSION CONTROL REQUIREMENTS, REFER TO THE APPROVED PERMIT/PLAN (SEPARATE FROM THIS SITE PLAN). EMAILM91.WEGNE8163 PHONE:[phone] PHONE:[phone]
EMAILMATT.WEGNER®NCDENR.GOV
LANDSCAPE
L. SLOPES OF 3:1 CAN BE SEEDED, SLOPES OF 2:1 SHALL BE SODDED, SLOPES 1:1 REQUIRE AN ENGINEERED DESIGN. ENGINEER (CIVIL) PLAN INDEX: GREENBERGFARROW
_ 1230 PEACHTREE ST.NE,SUITE 2900
M. THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR 001 C-0 COVER SHEET ATLANTA,GA 30309
FLATTER SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCED POSITIVE DRAINAGE. GALLOWAY(TANK/PIPING) GREENBERGFARROW(BUILDING) GREENBERGFARROW(CANOPY) CONTACT:ALEX MADDOX
002 C-1 SITE PLAN PHONE:[phone]
N. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH THIS COVER COVER SHEET CS1 COVER SHEET CS1 COVER SHEET
DEVELOPMENT. TO QUALIFY FOR A FEE CREDIT THE OWNER WILL NEED TO PROVIDE A COMPLETED CREDIT APPLICATION, COPY OF THE CITY OR STATE ISSUED 002.1 C-1.1 FIRE ACCESS PLAN
STORMWATER PERMIT AND A COPY OF THE SITE PLAN. THIS SHOULD NOT BE DONE PRIOR TO THE PROJECT BEING COMPLETED. 003 S-1 NOT INCLUDED IN SET FS-1 SPECIFICATIONS Al ACCESSIBILITY STANDARDS NOTES&DETAILS S1 STRUCTURAL GENERAL NOTES
004 C-3 GRADING PLAN FS-2 SPECIFICATIONS A2 EGRESS/ACCESSIBILITY FLOOR PLAN El FRAMING PLAN
0. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 10 FEET ABOVE FS-3 UST AND FUEUNG SYSTEMS INSPECTIONS CHECKLIST S1 STRUCTURAL GENERAL NOTES E2 ELEVATIONS
GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE 005 C-4 EROSION CONTROL PHASE 1 .`'N�CAR'"
REMOVED AND OR RELOCATED IN TO CREATE AND OR MAINTAIN THIS CLEARANCE. SIDEWALKS SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE FS-4 UST FUELING SYSTEM INSPECTION CHECKLIST El EXTERIOR ELEVATIONS E3 LIGHTING AND SOFFIT PLAN Z d,,,,.
ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. 005.1 C-4.1 EROSION CONTROL PHASE 2 ..9...0E.gsIO'+,:19%
FS-5 FUEUNG TANK REMOVAL INSPECTION CHECKLIST E2 EXTERIOR ELEVATIONS E4 SECTION =�;•Q.O .:
005.2 C-4.2 EROSION CONTROL DETAILS ;¢
P. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF JACKSONVILLE MANUAL OF SPECIFICATIONS, STANDARDS AND DESIGNS (MSSD). 005.3 C-4.3 EROSION CONTROL DETAILS FS-6 FUEUNG SYSTEMS INSPECTIONS OVERVIEW E3 FLOOR PLAN ES SECTION SEAL • _
A COPY IS AVAILABLE ONLINE AT WWW.JACKSONVILLENC.GOV F-1 NOTES AND PARTS LIST E4 FLOOR FRAMING PLAN E6 SECTION = 0
005.4 C-4.4 EROSION CONTROL DETAILS •
Q. ALL PROPOSED CURB AND GUTTER WITHIN THE RIGHT OF WAY WILL MEET THE MSSD'S AND MATCH EXISTING CURB GRADE. F-2 TANK INSTALLATION AND ANCHORING DETAILS E5 ROOF FRAMING PLAN Fl FOUNDATION PLAN Q.•�'
006 C-5 DEMOLITION PLAN �''•n'¢IN 4.%:
A. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE DATE 007 C-6 UTILITY PLAN NOTES TO CONTRACTOR 006.1 C-5.1 EXISTING CONDITION F-3 TANK SUMP DETAILS E6 SECTION •.,qRy MSG.•'
SIGNAGE NOTES: F-4 TANK RISER,OBSERVATION WELL AND VENTING DETAILS E7 SECTION "'" �/25/2024
WHEN CONSTRUCTION WILL COMMENCE. A PRE-CONSTRUCTION MEETING WITH THE 007.1 C-6.1 SEWER EXTENSION F-5 PRODUCT PIPING PLAN E7A SECTION(ALTERNATE)
A. STOP SIGNS - R1-1 HIGH INTENSITY PRISMATIC, 30"(36 INCHES SHALL BE CITY OF JACKSONVILLE IS MANDATORY. F-6 DISPENSER ISLAND DETAILS ES SECTION
USED WHEN THE SIGN FACE MULTI-LANE APPROACHES. WHERE SIDE ROADS B. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEYING, STAKING, AND 008 C-7 PAVING/JOINT LAYOUT PLAN BASED ON A SURVEY BY:
LAYOUT. FD-1 DISPENSER DETAILS
45 INTERSECT A IGHER,LTHE NU OR HIGHWAYF THAT HAS A SPEED LIMIT OF 009 C-8 TRUCK ROUTE PLAN ESA SECTION(ALTERNATE)
45 MPH OR HIGHER, THE MINIMUM SIZE OF THE STOP SIGNS FACING THE C. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER OF RECORD FE-1 CONDUIT PLAN 811 o
SIDE ROAD APPROACHES, EVEN IF THE SIDE ROAD ONLY HAS ON APPROACH INFORMED OF ANY DEVIATIONS DURING CONSTRUCTION AND SHALL REPORT THEM 010 C-9 DETAIL SHEET E9 INTERIOR ELEVATIONS I BECHTLER GREENFIELD SOUTHEAST, LLLP
D. IMMEDIATELY. FE-2 PUMPS AND DISPENSER CONTROL WIRING 1230 PEACHTREE ST, NE, SUITE 2900
LANE SHALL BE 36 X 36 INCHES). MOUNTING HEIGHT IS 7 FEET TO THE D CONTRACTOR IS REQUIRED TO KEEP REDLINE AS-BUILTS AND TO PROVIDE THOSE 010.1 C-10 DETAIL SHEET E10 INTERIOR ELEVATIONS ,, ATLANTA, GA 30309
BOTTOM OF THE SIGN. U-CHANNEL POSTS SHOULD BE USES FOR FE-3 CANOPY WIRING LAYOUT
MOUNTING. TO MURPHY UPON COMPLETION. 010.2 C-11 DETAIL SHEET E11 FLOOR FINISH PLAN below.
[phone]
E. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE AS-BUILT AND FE-4 FRANKLIN EVO DETAILS Know what's below. MARCH 03, 2023
CERTIFICATE OF OCCUPANCY (C.O.) REQUIREMENTS FROM THE ISSUING AUTHORITY. 010.3 C-12 DETAIL SHEET EL1 ELECTRICAL PLAN
B. ALL DRAWINGS,CROS (SHEETSHEE SHALL120 MEET THE MUTCD,H NCDOT ORSRASTAND HIGHWAY F. IF AN ELEVATION CERTIFICATE OR AS-BUILT SURVEY IS REQUIRED BY THE ISSUING 010.4 C-13 DETAIL SHEET FE-5 LOW VOLTAGE DISPENSER DISCONNECT WIRING EL2 UGHTING PLAN Call before you dig.
1205.07 FOR A HIGH VISIBILITY STANDARD AUTHORITY, THE CONTRACTOR SHALL BE RESPONSIBLE OBTAINING THE AS-BUILT FE-6 FRANKLIN EVO CONFIGURATIONS(1 OF 3)
CROSSWALK, USING THE 30"W11-2 AND 24' X 12"W16-7P (THESE SIGNS 010.5 C-14 DETAIL SHEET EL3 ELECTRICAL DETAILS
AND PLACARDS MUST BE HIGH INTENSITY FLUORESCENT YELLOW-GREEN). SURVEY, PREPARED BY A LICENSED SURVEYOR, AND SUBMITTING THE AS-BUILT FE-7 FRANKLIN EVO CONFIGURATIONS(2 OF 3) EL4 ELECTRICAL PANEL SCHEDULE
SURVEY TO ISSUING AUTHORITY AND THE
ENGINEER OF RECORD. 010.6 C-15 DETAIL SHEET
FE-8 FRANKLIN EVO CONFIGURATIONS(3 OF 3) p1 PLUMBING PLAN
C. STOP/YIELD BARS SHALL BE A MINIMUM OF 4 FEET BEHIND THE 010.7 C-16 DETAIL SHEET REVISION DATE DESCRIPTION
CROSSWALK. WHEN USED ON MULTI-LANE HIGHWAYS OR MID-BLOCK WETLANDS NOTE: 010.8 C-17 DETAIL SHEET FL-1 SIGNAGE PLACEMENT DETAILS P2 PLUMBING&WATER RISER DIAGRAMS REV-0 10-20-23 30%SET
CROSSWALKSCO THE STOP BAR SHOULD BE A MINIMUM OF 40 FEET: PRIOR TO ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. ARMY CORPS FL-2 STANDARD LABELING DETAILS M1 MECHANICAL PLAN REV-1 12-06-23 90%SET
THE CROSSWALK. 011 LP-1 LANDSCAPE PLAN
OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL STATE AND FEDERAL REV-2 03-08-24 CITY COMMENTS
D. PLACE THE WORD STOP IN ADVANCE OF THE STOP BARS AT THE END OF APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS 011.1 LP-1.1 PHASE II SCHEMATIC LANDSCAPE PLAN FL-3 DISPENSER GRAPHICS AND PROGRAMMING M2 MECHANICAL ROOF PLAN REV-3 04-15-24 CITY COMMENTS
PARK. RESTRICTIONSANAHED/OR CONTRA SH AN HOLD VIOLATION
OWNER/DEVELOPER,WILL
BE SUBJECT
ETOEN FEDERAL
ER ANDPENALTY.
THE 012 IR-1 IRRIGATION PLAN Fl FOUNDATION PLAN REV-4 05-20-24 CITY COMMENTS
LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. 013 L-1.0 PHOTOMETRIC PLAN AF2 FOUNDATION DETAILS REV-5 06-19-24 CITY COMMENTS
NOTICE TO BIDDERS: 014 C12.2 TURN LANE SHEET 1(BY OTHERS) GC1 GC SCOPE OF WORK FLOOR PLAN REV-6 os za CRY COMMENTS
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BE FLOOD CERTIFICATION: 015 C12.3 TURN LANE SHEET 2(BY OTHERS) CONTACT:ZACH MICHELS,P.E. Jos NO.:20220700
DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT [phone] (GAVEN BALLINGER). THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 100-YEAR 016 C124 TURN LANE SHEET 3(BY OTHERS) 8600 WEST BRYN MAWR AVENUE,SUITE 800N DATE: SHEET N0.
.
SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD 09-16-24
CONSULTING ARCHITECT AND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY INSURANCE RATE MAP 3720438700J DATED NOVEMBER 03.2005 017 C12.5 TURN LANE SHEET 4(BY OTHERS) CHICAGO,IL 60631 REV-6 001 C-0
WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER.