SW6080804_Site Plan_20100608

LIGHTING NOTE:
CONTRACTOR TO VERIFY FINAL LIGHT POLE LOCATIONS AND
FIXTURE SPECIFICATIONS WITH OWNER PRIOR TO INSTALLATION
SIGN NOTE:
FINAL SIGN AND MENU BOARD LOCATIONS TO BE
VERIFIED WITH OWNER PRIOR TO INSTALLATION
LOCATION MAP
NOT TO SCALE
ZONING CODE SUMMARY
PROJECT NAME: BOJANGLES'
OWNER/AGENT: BOJANGLES INC. ADDRESS: 116 FAYETTVILLE ROAD
PLANS PREPARED BY: THE ISAACS GROUP, PC PHONE 111: 704-527-3440
ZONING: HC HIGHWAY COMMERCIAL DISTRICT
TAX PARCEL 111: 694240801064 JURISDICTION: CITY OF RAEFORD
PROPOSED USE: COMMERCIAL RESTAURANT GROSS FLOOR AREA: 3,566 SF
LOT SIZE: 44,467/1.021 SQ. FEET/ACRES NUMBER OF UNITS/SUITES:
BUILDING HEIGHT: 22.17 FEET
EXISTING BUILDINGS, PARKING LOTS, AND WALKWAYS COVERAGE: 24,35040.559 SQ. FT/ACRES
PROPOSED BUILDINGS, PARKING LOTS, AND WALKWAYS COVERAGE: 33.193/0,762 SQ. FT/ACRES
YARD/BUILDING SETBACK REQUIREMENTS:
FAYETTEVILLE ROAD 40' REAR YARD 20'
W. EDINBOUROGH 40' SIDE YARD (L): 10
REQUIRED SCREENING:
FRONT: REAR: NO 15'
SIDE (L): Y 5 SIDE (R): <19XYES
PARKING DATA CITY OF RAEFORD ZONING ORDINANCE
REQUIRED: 1 SPACE FOR EVERY 4 SEATS, PLUS 1 SPACE FOR EACH TWO
EMPLOYEES ON THE LARGEST SHIFT
REQUIRED: 84 SEATS/4 + 12 EMPLOYEES/2 = 21 + 6 = 27 SPACES_
PROVIDED: 51 HANDICAP: 2
ALL SIGNAGE WILL BE PERMITTED SEPERATELY.
BUILDING PERMIT NUMBER AND ADDRESS SHALL BE POSTED ON THE BUILDING.
ALL LIGHT FIXTURES SHALL BE CAPPED TO DIRECT LIGHT DOWNWARD.
PAVING SPECIFICATIONS
LIGHT DUTY PAVEMENT (LDP):
6" COMPACTED AGGREGATE BASE COURSE (CABC)
2' BINDER COURSE, TYPE H
1" SURFACE COURSE, 1-2.
HEAVY DUTY PAVEMENT (HDP):
8' COMPACTED AGGREGATE BASE COURSE (CABC)
2' BINDER COURSE, TYPE H
1" SURFACE COURSE, 1-2.
CONCRETE PAVEMENT
5" COMPACTED STONE BASE COURSE (NCDOT TYPE 57M)
7" 3600 PSI CONCRETE WITH 6" X 6" WIRE MESH
REINFORCEMENT(10 GAUGE)
NOTES:
1. ALL FILL USED FOR RAISING SITE GRADES OR FOR
REPLACEMENT OF MATERIAL THAT IS UNDERCUT SHOULD
BE UNIFORMLY COMPACTED IN THIN LIFTS TO AT LEAST
98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698). IN ADDITION, AT LEAST THE
UPPER 18 INCHES OF SUBGRADE FILL BENEATH
PAVEMENTS AND FLOOR SLABS AND 24 INCHES BELOW
PAVEMENTS SUBJECT TO TRUCK TRAFFIC SHOULD BE
COMPACTED TO 98 PERCENT OF THE SAME
SPECIFICATION. THE ABOVE COMPACTION SPECIFICATION
IS A RECOMMENDATION ONLY, SPECIFIC PAVEMENT OR
FLOOR SLAB DESIGNS MAY REQUIRE A DIFFERENT
COMPACTION STANDARD. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING SITE WORK MEASURES IN
STRICT ACCORDANCE WITH THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS IN THE PROJECT SOILS
INV=494.50 C=___
EXISTING CONCRETE
PROPOSED 10' LONG YELLOW
SKIP LINE STRIPING PER 2006
NCDOT PAVEMENT MARKING
STANDARDS SECTION 1205
PROPOSED LEFT TURN
ARROWS PER 2006
NCDOT PAVEMENT MARKING
STANDARDS SECTION 1205
PROPOSED a SOLID
YELLOW STRIPING PER 2000
NCDOT PAVEMENT MARKING
STANDARDS SECTION 1205
EXISTING SOLID
YELLOW
STRIPING
EXISTING
SOLID S1
EXISTING
OF PAVI
REPORT AND/OR ON -SITE RECOMMENDATIONS PROVIDED
BY A QUALIFIED GEOTECHNICAL ENGINEER DURING �qR/,4CONS
ENT SPIFICATIONS LISTED ABOVE AR
RECOM2. MENDA71ONS ONLY AND ARE SUBJECT TOE
ECHANGE
BASED UPON PROJECT CONDITIONS OR
RECOMMENDATIONS CONTAINED WITHIN THE SOILS
REPORT. PRIOR TO COMMENCEMENT OF PAVING, THE
OWNER OR CONTRACTOR SHOULD HIRE A GEOTECHNICAL
ENGINEER TO PROVIDE A PAVEMENT DESIGN BASED UPON
ANTICIPATED VEHICULAR TRAFFIC AND PROJECT SOIL
CONDITIONS. THE ISAACS GROUP ASSUMES NO
RESPONSIBILITY FOR THE ADEQUACY OF THE PAVEMENT
SPECIFICATION PROVIDED ABOVE.
NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC
INFORMATION PROVIDED BY KESTLER SURVEYING, INC.
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN N THIS PLAN; THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR
IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND
PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY, IF BEING UTILIZED.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND
BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR
INDIVIDUAL SERVICES PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE
TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE
COURSE OF CONSTRUCTION MAY BE REMOVED AND LEGALLY DISPOSED OF IF
DAMAGED DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
6. HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A
STANDARDS AT H/C PARKING SPACES SHOWN.
7. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO
GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION,
SPECIAL USE, SEWER AND WATER.
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ENGINEER CONTACT:
THE ISAACS GROUP, P.C.
8720 RED OAK BLVD. SUITE 420
CHARLOTTE, NC 28217
(P)704-227-9424
(F)704-227-9425
BSPALDINGOISAACSGRP.COM
CLIENT CONTACT:
BOJANGLES' RESTAURANTS, INC.
9432 SOUTHERN PINES BLVD
CHARLOTTE, NC 28273
(P)704-527-2675
(F)704-522-8677
CCLARK®BOJANGLES.COM
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LONZELL KELLY
TAX #694240801071
DEED BK 194, PG 097
SS MH
RIM=497.68
INV OUT=4.
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PROP. SAW CUT EDGE POF A
0 EDGEEXISTINODRIVEWAY W EDINBOROUGH AVENUE
50 PUBLIC R/W (APPARENT)
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SIGN 5-PLANIIN2YARD
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PAVEMENT
PROP.
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SIGN
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88 ' SIGN
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10' SIDE YARD
JAMES N. DRAKOS
TAX #694240801023
DEED BK 206, PG 307
1
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NARRATIVE:
INTRODUCTION
THE PROJECT ENTAILS THE DEVELOPMENT OF A BOJANGLES' RESTAURANT.
DEVELOPMENT IS IN THE CITY OF RAEFORD, NC.
INCLUDED IN THE PROJECT WILL BE DEMOLITION OF THE EXISTING STRUCTURES AND
FACILITIES ON THE SITE, THE CONSTRUCTION OF A BUILDING, PARKING LOT, WATER
SERVICE, SEWER SERVICE, GRADING, DRAINAGE AND EROSION CONTROL.
LOCATION AND DESCRIPTION
THE PROJECT IS LOCATED IN RAEFORD. NO AT THE CORNER OF HWY 401
(FAYETTEVILLE ROAD) AND W. EDINBOROUGH AVENUE. THE PARCEL SIZE IS
1.02 ACRES. THERE ARE NO WETLANDS ON THE SITE.
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SIGN
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JOINT SEALER 1/8" RADIUS SURFACE OF
GUTTER
12"
r6"
1/21-- - JOINT FILLER
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
3" RAD.
1
1.5' CURB AND GUTTER 1 5(REVERSE SLOPEER
GENERAL NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS.
FOR VALLEY GUTTER, A 15 FOOT SPACING MAY BE USED WHEN A
MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES
OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE
NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE
OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS,
AND ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS
WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR
FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH CURB AND GUTTER SHALL BE
COMPACTED TO 100% STANDARD PROCTOR DENSITY.
STANDARD CURB AND GUTER
•.P 5.1 yAN SIGN (12"X6')
P. n JOSEPHINE FLOWERS accEssle
- - - - v TAX #694240801067
DEED BK 22Z PG •` ESERVE
.o PACING SIGN R7-8a (12"X18")
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2' FLUME
SIGN SCHEDULE
® RESERVED PARKING -MAX PENALTY $250
(MUTCD R7-8 & R7-8D)
® VAN ACCESSIBLE HANDICAPPED PARKING SIGN
�ROP. 1.5' (MUTCD R7-8o, R7-8D, & R7-8e)
C&G
© DO NOT ENTER
(MUTCD R5-1)
MARILYN E. SMITH
TAX #694240801062
DEED BK 595. PG 285
CHARLES E. GREEN
TAX #694240801061
DEED BK 47Z PG 822
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\30k 0 GRAPHIC SCALE
I 11% 2Q 0 1? 2? 49
tr�s '
1 INCH = 20 FEET
(12"X9")
R7-8D
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
R7-8C PENALTY SINS' ARE REQUIRED TO
ACCOMPANY ALL R7-8 PARKING SIGNS
ADE ERECTED AFTER DECEMBER 31,1990.
APPrcved Stcrmaratcr Permit Documents
t I Construction in accordance with these documents is
c - - - - - required by the stormwater Permit, North Carolina
rules require that the stormwater system designer
Inspect during construction cerlty conformity with the
Plans and specs; and certify compliance wilt the
HANDICAPPED SIGN DETAIL
stormwater rules SA NCAC 2H 1G08(i))
Permit # _5" nc oL{ DW,, -1 1 leg -
by P NC Division of Wapt uality
$heat #__ I O- i3cvici.an Cato lr--
CK OF WALK
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FLOWLINE
6.0'
4.0'
6.0,
HANDICAPPED RAMP DETAIL
LEGEND
PROPOSED HEAVY DUTY PAVEMENT (HDP)
PROPOSED LIGHT DUTY PAVEMENT (LDP)
�� PROPOSED CONCRETE
PROPOSED LIGHT POLE
M7
--BACK OF CURB
-FACE OF CURB
-GUTTER UP