ASR-0091-2021 Sunnybrook Gas Station
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Transcript of ASR-0091-2021 Sunnybrook Gas Station
MARTY D. BIZZELL, [email protected]
SHEET INDEX COVER
SYMBOLS AND ABBREVIATIONS
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SUNNYBROOKGAS STATION
2418 SUNNYBROOK ROAD
03-2
0374
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CITY OF RALEIGHPROJECT NO. ASR-XXXX-2021
ADMINISTRATIVE SITE REVIEW
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OWNER:
EARTH PETROLEUM VI INC3945 GOLDSBORO RDWADE, NC 28395
CONTACT: MAMTA PATELPHONE: (910) 391-5959EMAIL: [email protected]
VICINITY MAP
ENGINEER:
CONTACT:EMAIL:
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
RALEIGH, NORTH CAROLINA 27607
BASS, NIXON & KENNEDY, INC.CONSULTING ENGINEERS6310 CHAPEL HILL ROAD, SUITE 250
TELEPHONE: (919) 851-4422 FAX: (919) 851-8968 CERTIFICATION NUMBERS: NCBELS (C-0110)
NCBOLA (C-0267)
N.T.S.
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CONSTRUCTION NOTES
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C 2020 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
NOTE: ALL CONSTRUCTION ACTIVITY MUST BEIN ACCORDANCE WITH THE ACCEPTEDPOLICIES OF THE CITY OF RALEIGH AND NCDOT
C0.1C1.1 SITE PLANC2.0 OVERALL UTILITY PLAN
C3.1C3.2 BMP PLAN
GRADING AND DRAINAGE PLAN
LANDSCAPE PLANL1.1
EXISTING CONDITIONS & DEMOLITION PLAN
C2.1 UTILITY PLAN
SITE LIGHTING PLANSL1.1
ZONING CONDITIONS (Z-01-12)
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SITE
BUILDING ELEVATIONS 1A2.10BUILDING ELEVATIONS 2A2.11
TIER 3 SITE PLAN
UDO SEC. 8.3.2.A. BLOCK PERIMETER
UDO SEC. 8.3.5.D. CROSS-ACCESS
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CANOPY PLANSSHTS 1-5
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EXISTING CURB INLET
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EXISTING GRATE INLET/YARD INLET
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EXISTING FLARED END SECTION
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EXISTING FIRE HYDRANT
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EXISTING BLOW-OFF ASSEMBLY
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EXISTING GATE VALVE
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EXISTING REDUCER
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EXISTING WATER METER
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EXISTING SAN SEWER MANHOLE
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EXISTING CLEAN OUT
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EXISTING POWER POLE
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EXISTING TELEPHONE PEDESTAL
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EXISTING AREA LIGHT
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EXISTING SIGN
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NEW CURB INLET
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NEW GRATE INLET/YARD INLET
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NEW FLARED END SECTION
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NEW FIRE HYDRANT
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NEW BLOW-OFF ASSEMBLY
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NEW GATE VALVE
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NEW REDUCER
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NEW WATER METER
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NEW TEE
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NEW PLUG
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NEW MANHOLE
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NEW CLEAN OUT
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NEW SIGN
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IRON PIPE
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BENCHMARK
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EXISTING GAS LINE
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EXISTING COMMUNICATIONS LINE
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EXISTING UNDERGROUND TELEPHONE
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EXISTING UNDERGROUND ELECTRIC
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EXISTING OVERHEAD ELECTRIC
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EXISTING WATER LINE
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EXISTING SANITARY SEWER FORCE MAIN
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EXISTING SANITARY SEWER
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EXISTING STORM DRAINAGE
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NEW STORM DRAINAGE
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STREAM
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NEW WATER LINE
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NEW SANITARY SEWER
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NEW SANITARY SEWER FORCE MAIN
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NEW GAS MAIN
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TEMP TREE PROTECTION FENCE
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TEMP COMBINATION SILT/TREE PROTECTION FENCE
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TDD
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EX
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CI
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YI
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MH
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CO
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PVC
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DIP
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FM
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TSB
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CL
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ALUM
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GALV
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ELEC
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GV
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FH
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BOA
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RED
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ABC
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PAVE
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FES
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CONC
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TELE
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COM
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WM
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RPZ
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DCV
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DDCV
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EASE
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FT
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CFS
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FT/SEC
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AGGREGATE BASE COURSE
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ALUMINUM
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BACK TO BACK
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BLOW-OFF ASSEMBLY
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CURB AND GUTTER
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CUBIC FEET PER SECOND
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CURB INLET
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CENTER LINE
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CLEAN OUT
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COMMUNICATION
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CONCRETE
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DOUBLE CHECK VALVE
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DOUBLE DETECTOR CHECK VALVE
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DROP INLET
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DUCTILE IRON PIPE
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EASEMENT
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ELECTRIC
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EXISTING
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FLARED END SECTION
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FIRE HYDRANT
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FORCE MAIN
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FEET
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FEET PER SEC
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GALVANIZED
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GATE VALVE
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LENGTH
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LINEAR FEET
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MANHOLE
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PAVEMENT
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POWER POLE
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POLYVINYL CHLORIDE
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RADIUS
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RIGHT-OF-WAY
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REDUCER
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REDUCED PRESSURE ZONE
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SANITARY SEWER
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STATION
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WCR
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TEMPORARY DIVERSION DITCH
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TELEPHONE
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TEMPORARY SEDIMENT BASIN
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UNDERGROUND
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WATER LINE
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WATER METER
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YARD INLET
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WHEELCHAIR RAMP
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TEMP SILT FENCE
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AST2
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ALUMINIZED STEEL - TYPE 2
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CMP
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CORRUGATED METAL PIPE
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RCP
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REINFORCED CONCRETE PIPE
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HDPE
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HIGH DENSITY POLYETHYLENE
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PE
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FINISHED PAD ELEVATION
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DISTURBED LIMITS
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BEFORE YOU DIG!
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1-800-632-4949
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CONTACT ONE-CALL CENTER
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HANDICAPPED ACCESSIBLE ROUTE
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS, SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE “MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,” AND AS FURTHER DIRECTED BY CITY AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,” AND AS FURTHER DIRECTED BY CITY AND AND AS FURTHER DIRECTED BY CITY AND STATE INSPECTORS. 6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION. 8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING CONSTRUCTION. 9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. 10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND ELEVATIONS AND ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. 13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT. 14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. 15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA REQUIREMENTS AND THE “NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE. NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE. 16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER. 17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL. 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL PLACEMENT. 19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE CONTRACTOR'S EXPENSE. 20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS-BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. 21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION. PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING, AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
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SEAL
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036908
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SOLID WASTE INSPECTION STATEMENT 1. THIS DEVELOPER HAS REVIEWED, AND THESE PLANS ARE IN COMPLIANCE THIS DEVELOPER HAS REVIEWED, AND THESE PLANS ARE IN COMPLIANCE WITH, THE REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL. 2. SITE WILL UTILIZE PRIVATE HAULER (DUMPSTER).SITE WILL UTILIZE PRIVATE HAULER (DUMPSTER).
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1. THE FOLLOWING USES ARE EXCLUDED: AGRICULTURAL USES, RECREATIONAL USES, THE FOLLOWING USES ARE EXCLUDED: AGRICULTURAL USES, RECREATIONAL USES, CEMETERIES, CORRECTIONAL/PENAL FACILITIES, SPECIAL CARE FACILITIES, RESIDENTIAL TRANSITIONAL HOUSING (WITH THE EXCEPTION OF SUPPORTIVE HOUSING RESIDENCE), BARS, NIGHTCLUBS, TAVERNS, LOUNGES, ADULT ESTABLISHMENTS HOTEL/MOTEL, COMMERCIAL PARKING FACILITIES, MOVIE THEATER (INDOOR AND OUTDOOR), PEST EXTERMINATING SERVICES, KENNEL, CATTERY, RIDING STABLE, OUTDOOR STADIUM, RESERVOIRS, LANDFILLS, UTILITIES (EXCEPT UTILITY SERVICES), TELECOMMUNICATION TOWER, MINI-WAREHOUSES, AIRFIELD, LANDING STRIP, HELIPORT, VETERINARY HOSPITAL. NONE OF THE EXCLUDED USES ARE PROPOSED. 2. BUILDING HEIGHT SHALL BE NO HIGHER THAN 35'. THE BUILDING HEIGHT IS BUILDING HEIGHT SHALL BE NO HIGHER THAN 35'. THE BUILDING HEIGHT IS 25.25'. 3. BUILDING GROUND FLOOR SHALL NOT EXCEED 10,000 SF. AND TOTAL FLOOR BUILDING GROUND FLOOR SHALL NOT EXCEED 10,000 SF. AND TOTAL FLOOR AREA SHALL NOT EXCEED 12,000 SF. BUILDING GROUND FLOOR AND TOTAL FLOOR AREA EQUAL 6,000 SF. 4. DRIVEWAYS SHALL BE LIMITED TO ONE ON SUNNYBROOK ROAD AND ONE ON DRIVEWAYS SHALL BE LIMITED TO ONE ON SUNNYBROOK ROAD AND ONE ON ROCK QUARRY ROAD. ONE DRIVEWAY IS PROPOSED ON EACH ROAD. 5. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT FOR THE PROPERTY, THE PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT FOR THE PROPERTY, THE PROPERTY OWNER SHALL CONVEY TO THE CITY OF RALEIGH A TRANSIT EASEMENT ON ROCK QUARRY ROAD MEASURING TWENTY (20) FEET BY FIFTEEN (15) FEET. THE LOCATION OF THE EASEMENT SHALL BE APPROVED BY THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT TRANSIT DIVISION, AND THE CITY ATTORNEY SHALL APPROVE THE TRANSIT EASEMENT PRIOR TO RECORDATION. UPON DEVELOPMENT A BUS SHELTER AND CONCRETE PAD MEETING CITY OF RALEIGH STANDARDS FOR BUS SHELTERS AND CONCRETE PADS SHALL BE PROVIDED. TRANSIT EASEMENT AND SHELTER ARE SHOWN ON THE PLANS. 6. ALL OUTDOOR LIGHTING FIXTURES SHALL BE FULL CUT-OFF DESIGN AND SHALL ALL OUTDOOR LIGHTING FIXTURES SHALL BE FULL CUT-OFF DESIGN AND SHALL BE LOCATED NO CLOSER THAN 35' TO PROPERTY LINES OF 1722-27-4229 (GOODWIN GRIER & ASSOCIATES DB 09644, PG 1393), 1722-27-4229 (GOODWIN, WILLIAM E. DB 06409, PG 0571) AND 1722-27-4162 (GOODWIN, WILLIAM E. DB 08353, PG 1732). LIGHTING DESIGN UTILIZES FULL CUT-OFF FIXTURES AND NO FIXTURES ARE CLOSER THAN 35' TO THE AFOREMENTIONED PROPERTIES. 7. ALL OUTDOOR AUDIO COMMUNICATIONS AND COMPRESSED AIR PUMPS SHALL BE ALL OUTDOOR AUDIO COMMUNICATIONS AND COMPRESSED AIR PUMPS SHALL BE LOCATED NO CLOSER THAN 35' TO PROPERTY LINES OF 1722-27-4229 (GOODWIN GRIER & ASSOCIATES DB 09644, PG 1393), 1722-27-4229 (GOODWIN, WILLIAM E. DB 06409, PG 0571) AND 1722-27-4162 (GOODWIN, WILLIAM E. DB 08353, PG 1732). NO OUTDOOR AUDIO COMMUNICATIONS NOR COMPRESSED AIR PUMPS ARE PROPOSED CLOSER THAN 35' TO THE AFOREMENTIONED PROPERTIES. 8. UPON DEVELOPMENT, AN OFFER OF VEHICULAR AND PEDESTRIAN CROSS ACCESS UPON DEVELOPMENT, AN OFFER OF VEHICULAR AND PEDESTRIAN CROSS ACCESS SHALL BE PROVIDED TO 1722-27-4229 (GOODWIN GRIER & ASSOCIATES DB 09644, PG 1393), 1722-27-4229 (GOODWIN, WILLIAM E. DB 06409, PG 0571) AND 1722-27-4162 (GOODWIN, WILLIAM E. DB 08353, PG 1732). PROVIDING ACCESS TO RESIDENTIAL USES IS NOT ALLOWED BY THE UDO. 9. AN 8' MINIMUM WIDTH SIDEWALK SHALL BE PROVIDED FROM THE PRIMARY AN 8' MINIMUM WIDTH SIDEWALK SHALL BE PROVIDED FROM THE PRIMARY BUILDING ENTRANCE TO EACH ROAD FRONTAGE. AN 8' SIDEWALK IS PROVIDED FROM THE PRIMARY BUILDING ENTRANCE TO EACH ROAD FRONTAGE. 10. A 6' HEIGHT CLOSED WOODEN FENCE SHALL BE PROVIDED ADJACENT TO A LOT A 6' HEIGHT CLOSED WOODEN FENCE SHALL BE PROVIDED ADJACENT TO A LOT CONTAINING A SINGLE FAMILY DETACHED DWELLING AT TIME OF SITE DEVELOPMENT. A 6' HEIGHT CLOSED WOODEN FENCE IS PROVIDED ADJACENT TO LOTS CONTAINING SINGLE FAMILY DETACHED DWELLINGS. 11. A BUILDING SETBACK OF A MINIMUM OF 30' SHALL BE PROVIDED ADJACENT A A BUILDING SETBACK OF A MINIMUM OF 30' SHALL BE PROVIDED ADJACENT A LOT CONTAINING A SINGLE FAMILY DETACHED DWELLING. A 30' BUILDING SETBACK IS PROVIDED. 12. OUTDOOR LIGHTING LEVEL SHALL NOT EXCEED 0.40 FOOT CANDLES AT PROPERTY OUTDOOR LIGHTING LEVEL SHALL NOT EXCEED 0.40 FOOT CANDLES AT PROPERTY LINES ADJACENT TO A LOT CONTAINING A SINGLE FAMILY DETACHED DWELLING. OUTDOOR LIGHTING LEVEL DOES NOT EXCEED 0.40 FOOT CANDLES AT PROPERTY LINES CONTAINING SINGLE FAMILY DETACHED DWELLINGS. 13. PRIMARY BUILDING ENTRANCE SHALL BE ORIENTED TOWARD A PUBLIC PRIMARY BUILDING ENTRANCE SHALL BE ORIENTED TOWARD A PUBLIC RIGHT-OF-WAY. PRIMARY ENTRANCES DIRECTLY FACES THE PUBLIC RIGHT-OF-WAY. 14. AN OUTDOOR PLAZA OF 100 SQUARE FEET MINIMUM SHALL BE PROVIDED AN OUTDOOR PLAZA OF 100 SQUARE FEET MINIMUM SHALL BE PROVIDED BETWEEN THE PRIMARY BUILDING AND THE PUBLIC RIGHT-OF WAY. PLAZA SHALL HAVE A MINIMUM DIMENSION OF 6' IN WIDTH AND LENGTH. A 102 SQUARE FOOT OUTDOOR PLAZA, 6' x 17' IS PROVIDED BETWEEN THE BUILDING AND THE PUBLIC RIGHT-OF-WAY. 15. RESIDENTIAL DENSITY SHALL BE LIMITED TO 6 DWELLING UNITS PER ACRE. NO RESIDENTIAL DENSITY SHALL BE LIMITED TO 6 DWELLING UNITS PER ACRE. NO RESIDENTIAL DEVELOPMENT IS PROPOSED.
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IN ACCORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT N ACCORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT ACCORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT ACCORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT CCORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT CORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT ORDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT RDANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT DANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT ANCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT NCE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT CE WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT E WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT WITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT ITH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT TH THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT H THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT THE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT HE UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT E UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT UDO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT DO 8.3.2.A.2.B, BLOCK PERIMETER IS NOT O 8.3.2.A.2.B, BLOCK PERIMETER IS NOT 8.3.2.A.2.B, BLOCK PERIMETER IS NOT 8.3.2.A.2.B, BLOCK PERIMETER IS NOT .3.2.A.2.B, BLOCK PERIMETER IS NOT 3.2.A.2.B, BLOCK PERIMETER IS NOT .2.A.2.B, BLOCK PERIMETER IS NOT 2.A.2.B, BLOCK PERIMETER IS NOT .A.2.B, BLOCK PERIMETER IS NOT A.2.B, BLOCK PERIMETER IS NOT .2.B, BLOCK PERIMETER IS NOT 2.B, BLOCK PERIMETER IS NOT .B, BLOCK PERIMETER IS NOT B, BLOCK PERIMETER IS NOT , BLOCK PERIMETER IS NOT BLOCK PERIMETER IS NOT BLOCK PERIMETER IS NOT LOCK PERIMETER IS NOT OCK PERIMETER IS NOT CK PERIMETER IS NOT K PERIMETER IS NOT PERIMETER IS NOT PERIMETER IS NOT ERIMETER IS NOT RIMETER IS NOT IMETER IS NOT METER IS NOT ETER IS NOT TER IS NOT ER IS NOT R IS NOT IS NOT IS NOT S NOT NOT NOT OT T APPLICABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS PPLICABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS PLICABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS LICABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS ICABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS CABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS ABLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS BLE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS LE DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS E DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS DUE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS UE TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS E TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS TO THE SITE AREA BEING 1.92 ACRES WHICH IS LESS O THE SITE AREA BEING 1.92 ACRES WHICH IS LESS THE SITE AREA BEING 1.92 ACRES WHICH IS LESS THE SITE AREA BEING 1.92 ACRES WHICH IS LESS HE SITE AREA BEING 1.92 ACRES WHICH IS LESS E SITE AREA BEING 1.92 ACRES WHICH IS LESS SITE AREA BEING 1.92 ACRES WHICH IS LESS SITE AREA BEING 1.92 ACRES WHICH IS LESS ITE AREA BEING 1.92 ACRES WHICH IS LESS TE AREA BEING 1.92 ACRES WHICH IS LESS E AREA BEING 1.92 ACRES WHICH IS LESS AREA BEING 1.92 ACRES WHICH IS LESS AREA BEING 1.92 ACRES WHICH IS LESS REA BEING 1.92 ACRES WHICH IS LESS EA BEING 1.92 ACRES WHICH IS LESS A BEING 1.92 ACRES WHICH IS LESS BEING 1.92 ACRES WHICH IS LESS BEING 1.92 ACRES WHICH IS LESS EING 1.92 ACRES WHICH IS LESS ING 1.92 ACRES WHICH IS LESS NG 1.92 ACRES WHICH IS LESS G 1.92 ACRES WHICH IS LESS 1.92 ACRES WHICH IS LESS 1.92 ACRES WHICH IS LESS .92 ACRES WHICH IS LESS 92 ACRES WHICH IS LESS 2 ACRES WHICH IS LESS ACRES WHICH IS LESS ACRES WHICH IS LESS CRES WHICH IS LESS RES WHICH IS LESS ES WHICH IS LESS S WHICH IS LESS WHICH IS LESS WHICH IS LESS HICH IS LESS ICH IS LESS CH IS LESS H IS LESS IS LESS IS LESS S LESS LESS LESS ESS SS S THAN THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.HAN THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.AN THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.N THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING. THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.THE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.HE 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.E 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING. 5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.5 ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING. ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.ACRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.CRE MIN. SITE AREA APPLICABILITY FOR NX ZONING.RE MIN. SITE AREA APPLICABILITY FOR NX ZONING.E MIN. SITE AREA APPLICABILITY FOR NX ZONING. MIN. SITE AREA APPLICABILITY FOR NX ZONING.MIN. SITE AREA APPLICABILITY FOR NX ZONING.IN. SITE AREA APPLICABILITY FOR NX ZONING.N. SITE AREA APPLICABILITY FOR NX ZONING.. SITE AREA APPLICABILITY FOR NX ZONING. SITE AREA APPLICABILITY FOR NX ZONING.SITE AREA APPLICABILITY FOR NX ZONING.ITE AREA APPLICABILITY FOR NX ZONING.TE AREA APPLICABILITY FOR NX ZONING.E AREA APPLICABILITY FOR NX ZONING. AREA APPLICABILITY FOR NX ZONING.AREA APPLICABILITY FOR NX ZONING.REA APPLICABILITY FOR NX ZONING.EA APPLICABILITY FOR NX ZONING.A APPLICABILITY FOR NX ZONING. APPLICABILITY FOR NX ZONING.APPLICABILITY FOR NX ZONING.PPLICABILITY FOR NX ZONING.PLICABILITY FOR NX ZONING.LICABILITY FOR NX ZONING.ICABILITY FOR NX ZONING.CABILITY FOR NX ZONING.ABILITY FOR NX ZONING.BILITY FOR NX ZONING.ILITY FOR NX ZONING.LITY FOR NX ZONING.ITY FOR NX ZONING.TY FOR NX ZONING.Y FOR NX ZONING. FOR NX ZONING.FOR NX ZONING.OR NX ZONING.R NX ZONING. NX ZONING.NX ZONING.X ZONING. ZONING.ZONING.ONING.NING.ING.NG.G..
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IN ACCORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS N ACCORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS ACCORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS ACCORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS CCORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS CORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS ORDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS RDANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS DANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS ANCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS NCE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS CE WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS E WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS WITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS ITH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS TH THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS H THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS THE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS HE UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS E UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS UDO 8.3.5.D CROSS-ACCESS REQUIREMENTS DO 8.3.5.D CROSS-ACCESS REQUIREMENTS O 8.3.5.D CROSS-ACCESS REQUIREMENTS 8.3.5.D CROSS-ACCESS REQUIREMENTS 8.3.5.D CROSS-ACCESS REQUIREMENTS .3.5.D CROSS-ACCESS REQUIREMENTS 3.5.D CROSS-ACCESS REQUIREMENTS .5.D CROSS-ACCESS REQUIREMENTS 5.D CROSS-ACCESS REQUIREMENTS .D CROSS-ACCESS REQUIREMENTS D CROSS-ACCESS REQUIREMENTS CROSS-ACCESS REQUIREMENTS CROSS-ACCESS REQUIREMENTS ROSS-ACCESS REQUIREMENTS OSS-ACCESS REQUIREMENTS SS-ACCESS REQUIREMENTS S-ACCESS REQUIREMENTS -ACCESS REQUIREMENTS ACCESS REQUIREMENTS CCESS REQUIREMENTS CESS REQUIREMENTS ESS REQUIREMENTS SS REQUIREMENTS S REQUIREMENTS REQUIREMENTS REQUIREMENTS EQUIREMENTS QUIREMENTS UIREMENTS IREMENTS REMENTS EMENTS MENTS ENTS NTS TS S ARE NOT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: RE NOT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: E NOT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: NOT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: NOT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: OT APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: T APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: APPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: PPLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: PLICABLE TO THE FOLLOWING ADJOINING PROPERTIES: LICABLE TO THE FOLLOWING ADJOINING PROPERTIES: ICABLE TO THE FOLLOWING ADJOINING PROPERTIES: CABLE TO THE FOLLOWING ADJOINING PROPERTIES: ABLE TO THE FOLLOWING ADJOINING PROPERTIES: BLE TO THE FOLLOWING ADJOINING PROPERTIES: LE TO THE FOLLOWING ADJOINING PROPERTIES: E TO THE FOLLOWING ADJOINING PROPERTIES: TO THE FOLLOWING ADJOINING PROPERTIES: TO THE FOLLOWING ADJOINING PROPERTIES: O THE FOLLOWING ADJOINING PROPERTIES: THE FOLLOWING ADJOINING PROPERTIES: THE FOLLOWING ADJOINING PROPERTIES: HE FOLLOWING ADJOINING PROPERTIES: E FOLLOWING ADJOINING PROPERTIES: FOLLOWING ADJOINING PROPERTIES: FOLLOWING ADJOINING PROPERTIES: OLLOWING ADJOINING PROPERTIES: LLOWING ADJOINING PROPERTIES: LOWING ADJOINING PROPERTIES: OWING ADJOINING PROPERTIES: WING ADJOINING PROPERTIES: ING ADJOINING PROPERTIES: NG ADJOINING PROPERTIES: G ADJOINING PROPERTIES: ADJOINING PROPERTIES: ADJOINING PROPERTIES: DJOINING PROPERTIES: JOINING PROPERTIES: OINING PROPERTIES: INING PROPERTIES: NING PROPERTIES: ING PROPERTIES: NG PROPERTIES: G PROPERTIES: PROPERTIES: PROPERTIES: ROPERTIES: OPERTIES: PERTIES: ERTIES: RTIES: TIES: IES: ES: S: : PIN# 1722274229, 1722274162, & 1722276412 - ABUTTING PROPERTY (TO WHICH A DRIVEWAY IS TO BE STUBBED) IS OCCUPIED BY A DETACHED BUILDING TYPE. (UDO SEC. 8.3.5.D.5.a)
GAS STATION
GAS
PUMP
CANOPY
ROCK QUARRY ROAD(PRIMARY STREET)
NCSR 2542
FUTURE
TENANT
SUN
NYB
RO
OK
RO
AD
(NC
SR 2544)
FUTURE
TENANT
OUTDOOR
AMERNITY AREA
5
6
10
6
6
LEGEND
HEAVY-DUTY PAVING(2.5" BCSC TYPE-S 9.5B, 8" ABC)
LIGHT-DUTY PAVING(2" BCSC TYPE-S 9.5B, 6" ABC)
CONCRETE PAVING(6" THICK 3000 PSI CONCRETEW/ 6"x6" 10
10 WWF, 6"COMPACTED ABC)
GENERAL NOTES
CONCRETE SIDEWALK(4" THICK 3000 PSI CONCRETE)
SITE DATA
HANDICAPPED ACCESSIBLE ROUTE
TRUCK TURNING TEMPLATE
TRAFFIC CONTROL NOTES
CIT
Y O
F R
ALE
IGH
, W
AK
E C
OU
NTY
, N
OR
TH C
AR
OLI
NA
10-1
3-20
21R
AB
03-2
0374
C1.
1
MD
B
SIT
E P
LAN
RE
VIS
ION
SS
CA
LE:
BY
CH
K B
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DA
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BY
JOB
NO
.
DA
TEN
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DE
SC
RIP
TIO
N
NO
T R
ELE
AS
ED
FO
R C
ON
STR
UC
TIO
N O
R B
ID S
OLI
CIT
ATI
ON
BN
KS
HE
ET
OF
6310
CH
AP
EL
HIL
L R
OA
D, S
UIT
E 2
50, R
ALE
IGH
, NC
276
07TE
LEP
HO
NE
: (91
9)85
1-44
22 F
AX:
(91
9)85
1-89
68C
ER
TIFI
CA
TIO
N N
UM
BE
RS
: NC
BE
LS (
C-0
110)
; NC
BO
LA (
C-0
267)
BA
SS
, N
IXO
N &
KE
NN
ED
Y,
INC
.C
ON
SU
LT
ING
EN
GIN
EE
RS
C 2020 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
CITY OF RALEIGH PROJECT NO. ASR-XXX-2021
904
-06-
20R
AB
TOW
N O
F W
F C
OM
ME
NTS
1004
-29-
20R
AB
TOW
N O
F W
F C
OM
ME
NTS
1106
-15-
20R
AB
TOW
N O
F W
F C
OM
ME
NTS
110
-06-
21R
AB
CO
R C
OM
ME
NTS
1106
-15-
20R
AB
TOW
N O
F W
F C
OM
ME
NTS
2418
SU
NN
YB
RO
OK
RO
AD
SU
NN
YB
RO
OK
GA
S S
TATI
ON
SCALE IN FEET
0 15 30 60 90 120
1" =
30'
NOTE: ALL CONSTRUCTION ACTIVITY MUST BEIN ACCORDANCE WITH THE ACCEPTEDPOLICIES OF THE CITY OF RALEIGH AND NCDOT
NO WETLANDS EXIST ON-SITE
NO FLOODPLAINS EXIST ON-SITE
NO RIPARIAN BUFFERS EXIST ON-SITE
PRELIMINARY PAVEMENT DESIGN
DUMPSTER ENCLOSURE DETAIL
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N/F WILLIAM E GOODWIN PIN: 1722-27-4162 USE: SINGLE-FAMILY ZONED: RX-4-PL-CU
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N/F WILLIAM E GOODWIN PIN: 1722-27-4229 USE: SINGLE-FAMILY ZONED: RX-4-PL-CU
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N/F GOODWIN GREAR & ASSOCIATES, LLC PIN: 1722-27-6412 USE: SINGLE-FAMILY ZONED: RX-4-PL-CU
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N/F WALMART STORES EAST LLP PIN: 1722-37-3788 USE: VACANT ZONED: CX-3-CU
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PP
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PP
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PP
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PP
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PP
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N/F WALMART STORES EAST LLP PIN: 1722-36-1963 USE: VACANT ZONED: CX-3-PK-CU
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N/F WAKE COUNTY BOARD OF EDUCATION PIN: 1722-26-2307 USE: SCHOOL ZONED: R-6
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HC
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4,000-SF F.F.E. 270.50
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2,000-SF
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VAN HC
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A
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D
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E
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D
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E
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2,000-SF
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2,530-SF
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AMENITY AREA 15,542 SF (.36 AC.) 19% OF SITE
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5' UTILITY PLACEMENT EASEMENT
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HC
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B
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C
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2-10'x75' UNDERGROUND STORAGE TANKS
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JOIN EX DUAL LEFT TURN-LANE W/SOUTH BOUND LEFT TURN LANE
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STOP BAR AND SIGN
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WCR
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WCR
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WCR
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WCR
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WCR
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WCR
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WCR
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WCR
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STOP BAR
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B
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C
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STOP BAR AND SIGN
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WCR
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24" STD C&G, TYP.
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6' CONC SIDEWALK
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6' CONC SIDEWALK
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BIKE RACK AREA 2 RACKS (4 SPACES)
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6' CONC SIDEWALK
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24" STD C&G, TYP.
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24" STD C&G, TYP.
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30" STD C&G, TYP.
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8 CY CARDBOARD DUMPSTER
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DUMPSTER ENCLOSURE (SEE DETAIL)
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8 CY GARBAGE DUMPSTER
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5' UTILITY PLACEMENT EASEMENT
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SIDEWALK EASEMENT (2' BEHIND SIDEWALK)
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PR SIGN (BY OTHERS)
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PUBLIC WATERLINE EASEMENT
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ATTEMP
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180
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150
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120
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90
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OUTSIDE SWEPT PATH
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PATH OF FRONT WHEEL
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INSIDE SWEPT PATH
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60
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30
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41.11 ft
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45.82 ft
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45.05 ft
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17.16 ft
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3.00 ft
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12.50 ft
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35.50 ft
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4.00 ft
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8.50 ft
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WB-50 AASHTO 2004 (US) [ft] Copyright (c) 2006, Transoft Solutions
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MAX. STEERING ANGLE = 17.7 deg.
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12.50
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3.00
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0.00
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3.00
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35.50
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7.50
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42.50
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Steering Angle
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Lock to Lock Time
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Articulating Angle
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WB-50
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Trailer Track
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Tractor Track
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Trailer Width
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Tractor Width
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feet
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8.50
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8.50
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:
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8.00
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8.00
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6.00
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17.70
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70.00
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND NCDOT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND NCDOT CITY OF RALEIGH AND NCDOT AND NCDOT STANDARDS AND SPECIFICATIONS. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY DENVER McCULLOUGH, DATED BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY DENVER McCULLOUGH, DATED APRIL 24, 2012. 3. PROVIDE 24" STANDARD CONCRETE CURB AND GUTTER ON-SITE. PROVIDE 24" STANDARD CONCRETE CURB AND GUTTER ON-SITE. 4. WITHIN SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) WITHIN SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) FEET AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVEL WAY, IF NO CURBING EXISTS. 5. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS SHALL BE MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS SHALL BE AT LEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY. 6. STORMWATER BMP AND ACCESS EASEMENT MUST BE RECORDED PRIOR TO FINAL STORMWATER BMP AND ACCESS EASEMENT MUST BE RECORDED PRIOR TO FINAL INSPECTION APPROVAL OR CERTIFICATE OF OCCUPANCY ISSUANCE.
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SCALE: 1"=60'
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1. ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM ALL SITE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS. SIGN MUTCD STD. SIZE MUTCD STD. SIZE SIZE ONE WAY (ENCLOSED IN R6-1R 36"x12" R6-1R 36"x12" 36"x12" RIGHT ARROW) STOP R1-1 24"x24" R1-1 24"x24" 24"x24" MANDATORY MOVEMENT LANE R3-5R 30"x36" R3-5R 30"x36" 30"x36" CONTROL (RIGHT) KEEP RIGHT (SYMBOL) R4-7 24"x30" R4-7 24"x30" 24"x30" OBJECT MARKER OM1-3 18"x18" OM1-3 18"x18" 18"x18" 2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U-CHANNEL POST SET IN 3FT DEEP x 12IN DIA. CONCRETE FOOTING. 3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS. MARKING NCDOT STD. SIZE COLOR NCDOT STD. SIZE COLOR SIZE COLOR COLOR STANDARD CROSSWALK 1205.07 STD. WHITE 1205.07 STD. WHITE STD. WHITE WHITE STOP BAR 1205.01 STD. WHITE 1205.01 STD. WHITE STD. WHITE WHITE EDGE LINES 1205.01 4IN WHITE 1205.01 4IN WHITE 4IN WHITE WHITE EDGE LINES 1205.01 4IN YELLOW 1205.01 4IN YELLOW 4IN YELLOW YELLOW 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD-RESIN TYPE PAINT.
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B
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D
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SEAL
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036908
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P
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DRIVEWAY PAVEMENT: 2.5" S9.5B, 8" ABC 2.5" S9.5B, 8" ABC 2.5" S9.5B, 8" ABC PARKING STALLS: 2.0" S9.5B, 6" ABC 2.0" S9.5B, 6" ABC SITE PAVEMENT: 6" 3000 PSI CONC. W/4"X4" WIRE MESH 6" 3000 PSI CONC. W/4"X4" WIRE MESH OVER 6" COMPACTED BASE CONCRETE SIDEWALK: 4" 3000 PSI CONC.4" 3000 PSI CONC.
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SOLID WASTE INSPECTION STATEMENT 1. THIS DEVELOPER HAS REVIEWED, AND THESE PLANS ARE IN COMPLIANCE THIS DEVELOPER HAS REVIEWED, AND THESE PLANS ARE IN COMPLIANCE WITH, THE REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL. 2. SITE WILL UTILIZE PRIVATE HAULER (DUMPSTER).SITE WILL UTILIZE PRIVATE HAULER (DUMPSTER).
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10"
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9"
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GRADE
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3"
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3'-0"
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2"
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6"
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8"
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3'-0"
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8'-0"
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GRADE
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6"
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3'-0"
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4"
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2"
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7"
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3"
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6"
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6"
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3'-0"
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2"
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3.5"
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GRADE
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8'-0"
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%%uFRONT ELEVATION%%u
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6" CONCRETE SLAB w/ 6x6 WIRE MESH
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8'-0"
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1X8 ROUGH SAWN CEDAR 6'-4" LONG, STAGGERED W/ 1" OVERLAP (STAINED)
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SECTION THRU WALL
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SECTION THRU GATE
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VARIES - SEE PLAN MIN. 18' WIDTH (CLEAR)
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5/8" ADJUSTABLE HINGE
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1 1/2" SQUARE STEEL TUBING. SHOP WELD ALL JOINTS
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DRIVE ON CAPS
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1X8 ROUGH SAWN CEDAR 6'-4" LONG W/ 3/8" SPACE BETWEEN BOARDS.
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5/8" ADJUSTABLE HINGE
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1 1/2" SQUARE STEEL TUBING. SHOP WELD ALL JOINTS
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1"X8" ROUGH SAWN CEDAR 6'-4" LONG W/ 3/8" SPACE BETWEEN BOARDS
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3" SQUARE STEEL TUBING
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6"X6" (TREATED) CEDAR POST
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HOLD THIS DIMENSION
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POST BASE (4) 5/8" DIA. BOLTS
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12"X18"X36" CONCRETE FOOTING
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4"X4" CEDAR RAIL STAINED
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6"X6" (TREATED) CEDAR POST (W/ POST BASE & 4 5/8" DIA. BOLTS TYPICAL)
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4"X4" CEDAR RAIL STAINED
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12" DIA. CONCRETE FOOTING
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DRIVE ON CAPS
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SCALE: NTS
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PROJECT NAME: SUNNYBROOK GAS STATION PIN: 1722.10-27-6122 REAL ID NUMBER: 0073740 ADDRESS: 2418 SUNNYBROOK ROAD RALEIGH, NORTH CAROLINA ZONING: NX-3-PL-CU W/ SHOD-1 OVERLAY USE: EXISTING: VACANT PROPOSED: CONVENIENCE STORE/RETAIL SITE AREA (GROSS): 1.92 AC (83,618 SF) 1.92 AC (83,618 SF) DEDICATED R/W AREA: SUNNYBROOK ROAD -0.02 AC (671 SF) -0.02 AC (671 SF) ROCK QUARRY ROAD -0.00 AC (11 SF) -0.00 AC (11 SF) NET LOT AREA: 1.90 AC (82,936 SF) 1.90 AC (82,936 SF) AMENITY AREA (10% REQUIRED) 0.19 AC (8,302 SF) BUILDING AREA: CONVENIENCE STORE: 4,000 SF 4,000 SF RETAIL: 2,000 SF 2,000 SF RETAIL: 2,000 SF 2,000 SF TOTAL: 8,000 SF 8,000 SF BUILDING HEIGHT: 25.25' IMPERVIOUS AREA: 1.05 AC (45,955 SF) PROPOSED DENUDED AREA: 2.26 AC (98,653 SF) BUILDING SETBACKS & BUILD TO: PRIMARY STREET BUILD-TO SETBACK (MIN/MAX): 5'/100' 5'/100' BUILDING WIDTH IN PRIMARY BUILD-TO (MIN): 50% 50% SIDE STREET BUILD-TO (MIN/MAX): 0'/100' 0'/100' BUILDING WIDTH IN SIDE BUILD-TO (MIN): 25% 25% ADJACENT TO DETACHED RESIDENTIAL (Z-01-12): 30' 30' VEHICLE PARKING: REQUIRED: CONVENIENCE STORE/RETAIL (8,000 SF): (1 SPACE/300 SF) 27 SPACES PROVIDED: 34 SPACES (2 HC SPACES) 34 SPACES (2 HC SPACES) BICYCLE PARKING: SHORT-TERM REQUIRED: RETAIL: (1 SPACE/5000 SF OR 4 MIN) 4 SPACES 4 SPACES SHORT-TERM PROVIDED: 4 SPACES 4 SPACES LONG-TERM REQUIRED: NONE NONE LONG-TERM PROVIDED: NONE NONE
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- Rock Quarry Road - Primary Street (South)
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AVERAGE GRADE = 270.25'
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25.25'
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(East)
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(North)
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(West)
