HomeMy WebLinkAboutZ-10248 Approved Site PlanFND. CUT "X"
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TN-FPLEASANT RIDGE DEVELOPMENT COMPANY L.L.L.P.(REMAINDER OF UNRECORDED LOT 7)(UNPLATTED)N-FPLEASANT RIDGE LLCWARRANTY DEEDDOC. NO. 2007072059( UNRECORDED LOT 7A)(UNPLATTED)N-F
PLEASANT RIDGE LLC
WARRANTY DEED
DOC. NO. 2007072059
UNRECORDED LOT 7B
(UNPLATTED)N 00°00'00" E87.21'N 29°11'48" E269.51'S
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WARRANTY DEED TO
STATE HIGHWAY COMMISSION
INSTR. NO. 2019066271
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5,218 S.F.
F.F.E. = 486.25
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1A (TYP.)
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1B (TYP.)
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(TYP.)5B
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35.57'27.
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'
3'(BOC)(BOC)(BOC)
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(BOC
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(TYP.)
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(Canopy Tie)(C
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SITE DATADESIGN NOTES & KEY PLAN
GENERAL NOTES
= PARKING SPACE PER ROW
SITE LEGEND
21
C-4.2
= DETAIL NUMBER
= SHEET NUMBER
2
0
Graphic Scale in Feet
30 30 60
N
= LIGHT POLE
C-2.0
SITE PLAN
1
1.DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN (BOC) WHICH
INDICATES BACK OF CURB.
2.ALL CURBED RADII ARE TO BE 10' AND 3' UNLESS OTHERWISE NOTED.
3.ALL SIGNS SHALL HAVE A 7'0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF
LOWEST SIGN MOUNTED ON POST. ALL SIGNAGE INCLUDING REGULATORY SIGNAGE,
SHALL MEET THE LOCAL AGENCY DESIGN GUIDELINES & MUTCD REQUIREMENTS.
4.ALL SIGNS SHALL BE PROVIDED AND INSTALLED BY CFA SIGN VENDER UNLESS
OTHERWISE NOTED.
5.ALL STRIPING SHALL BE IN CONFORMANCE WITH LOCAL AGENCY REQUIREMENTS.
6.ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE FLUSH WITH FINISHED
GRADE. ALL PARTS TO BE TRAFFIC BEARING (AASHTO H-20 LOADING). MANHOLE
COVERS SHALL MEET THE LOCAL AGENCY STANDARD.
7.TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. CONTRACTOR SHALL
ENSURE THE MAXIMUM CONSTRUCTED LEVEL TRANSITION AT EVERY JOINT DOES NOT
EXCEED THE MAXIMUM ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION,
CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED
TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH
MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
8.ALL CONCRETE POURS SHALL BE BOUND BY EXPANSION JOINTS WHEN ABUTTING
ANOTHER CONCRETE POUR / SLAB OR ASPHALT PAVEMENT, INCLUDING CURBING.
9.ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS WILL BE BUILT AND INSPECTED
TO MEET CURRENT ADA REQUIREMENTS.
10.ALL EXPOSED METALS SHALL BE REPAINTED DARK BRONZE, WHICH SHOULD INCLUDE,
BUT LIMITED TO, SIGN POSTS, BOLLARDS, LIGHT POLES, GAS PIPING & DUMPSTER
ENCLOSURE APPURTENANCES.
11.SITE GEOTECHINICAL INVESTIGATION PERFORMED BY TERRACON CONSULTANTS, INC.
CPH CONSULTING, LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS,
ACCURACY OR COMPLETENESS OF THEIR SCOPE OF WORK. THE CONTRACTOR SHALL
OBTAIN A COPY OF THE GEOTECHICAL REPORT FOR THIS SITE PRIOR TO
CONSTRUCTION AND COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN.
12.ALL STRIPING ON CONCRETE PAVEMENT SHALL BE YELLOW AND ALL STRIPING ON
ASPHALT SHALL BE WHITE UNLESS OTHERWISE SPECIFIED.
Permit
12/20/2025
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
CPH Consulting, LLCDRAWN BY
NO.DATE DESCRIPTIONCantrell RELOREVISION SCHEDULE
Permit06112FSR#CHICK-FIL-A11600 Pleasant Ridge RoadLittle Rock, Pulaski County,Arkansas 722122500377
P14.25.10
BUILDING TYPE / SIZE:
RELEASE:
P14 SE BASE
This item has been digitally signed and sealed by Jason L. Toole,
PE. on the date adjacent to the seal. Printed copies of this
document are not considered signed and sealed and the
signature must be verified on any electronic copies.
1
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Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
1031-C W. 23rd Street
Panama City, FL 32405
Ph: 850.563.1490
State of Arkansas Licenses:
Engineer No. 4311
Architect No. C776
Landscape No. N/A
CPH Professional Services Corporation
Plans Prepared By:
www.cphcorp.com
Building Better
Communities Together
JASON L. TOOLE, P.E.
17948
HANDICAP PARKING SIGN (SEE SIGNAGE PACKAGE)
R7-8; 12" X 18" (TYP.)
HANDICAP PARKING FINE SIGN (SEE SIGNAGE PACKAGE)
6" X 12" (TYP.)
"VAN ACCESSIBLE" SIGN (SEE SIGNAGE PACKAGE)
R7-8P; 6" X 12" (TYP.)
"DO NOT ENTER" SIGN (SEE SIGNAGE PACKAGE)
R5-1; 24" X 24" (TYP.)
STOP SIGN (SEE SIGNAGE PACKAGE)
R1-1; 30" X 30" (TYP.)
CFA PEDESTRIAN CROSSING SIGN (SEE SIGNAGE PACKAGE)
FLAG POLE (SEE SIGNAGE PACKAGE)
DIGITAL DRIVE-THRU MENU BOARDS
SIGN LEGEND
1A 1A
C-4.0DIRECTIONAL ARROW
PAINTED HANDICAP PARKING SYMBOL
DRIVE-THRU GRAPHICS
STOP BAR GRAPHIC
CROSSWALK MARKINGS
STANDARD OR HANDICAP PARKING STALL PER CODE
4" SOLID WHITE STRIPING
BOLLARD MOUNTED SIGN
RETURNED CURB HANDICAP RAMP
SIDEWALK ACCESSIBLE RAMP
DETECTABLE WARNING DEVICE
CONCRETE SIDEWALK
CONCRETE SIDEWALK w/ INTEGRAL CURB
ENTRY DOOR FROST SLAB DETAIL
CONCRETE BOLLARD
CONCRETE CURB & GUTTER (SEE GRADING PLAN TO DETERMINE TYPE)
DRIVE-THRU ISOMETRIC
DRIVE-THRU ORDER POINT ISLAND
MENU BOARD LOOP DETECTION SYSTEM
CLEAN-OUT (OUTSIDE OF BUILDING)
DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE)
GREASE TRAP WITH CONCRETE PAD
ELECTRIC TRANSFORMER CONCRETE PAD. COORDINATE WITH POWER COMPANY
FOR PAD & BOLLARD PROTECTION REQUIREMENTS PRIOR TO WORK IN THIS AREA.
CONCRETE CURB TRANSITION
LANDSCAPED AREA / 2' X 5' PLANTER BOX
CONCRETE PAD FOR OPTIONAL CASH STATION
FREE-STANDING ORDER POINT CANOPY (REFER TO ARCH. PLANS)
FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY (REFER TO ARCH. PLANS)
1B
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C-4.3
TYPICAL LOCATION FOR OUTDOOR TABLES (REFER TO ARCH PLANS)
STATEMENT OF INTENT
PROPOSED PROJECT IS PART OF OWNER'S EXISTING PROPERTY REINVESTMENT
PROGRAM TO IMPROVE CUSTOMER SERVICE AND RESTAURANT OPERATIONS. THE
PROPOSED SITE WOULD BE A RELOCATION OF AN EXISTING RESTAURANT AND WILL
INCLUDE CONSTRUCTION OF A NEW BUILDING, DUAL LANE DRIVE THRU WITH
CANOPIES, AND A NEW PARKING LOT WITH NEEDED SUPPORT ITEMS.
ADDRESS: 11600 PLEASANT RIDGE ROAD, LITTLE ROCK, ARKANSAS 72212
CHICK-FIL-A SITE AREA: 1.77 AC.± (77,240 S.F. ±)
ZONING: C2: SHOPPING CENTER HIGHWAY 10 OVERLAY DISTRICT
PARCEL ID: 43L0220000401
BUILDING INFORMATION
PROPOSED CONDITION:
PROPOSED BUILDING AREA: 5,218 S.F.
PROPOSED FLOOR AREA RATIO: .0676
NUMBER OF STORIES: 1
BUILDING HEIGHT: 21'-4"
LAND COVERAGE SUMMARY
EXISTING CONDITION:
IMPERVIOUS AREA: 52,386 S.F. (67.82%)
OPEN SPACE: 24,854 S.F. (32.18%)
TOTAL: 77,240 S.F. (100.00%)
PROPOSED CONDITION:
IMPERVIOUS AREA: 47,028 S.F. (60.89%)
OPEN SPACE: 30,212 S.F. (39.11%)
TOTAL: 77,240 S.F. (100.00%)
BUILDING SETBACKS REQUIRED PROVIDED
FRONT (NORTH)100'162'
SIDE (EAST)30'35'
SIDE (WEST)30'27'
REAR (SOUTH)40'56'
LANDSCAPE BUFFER REQUIRED PROVIDED
FRONT (NORTH)40'24'
SIDE (EAST)7'16'
SIDE (WEST)7'22'
REAR (SOUTH)7'24'
PARKING INFORMATION
PROPOSED CONDITION:
REGULAR: 52 SPACES
ADA: 3 SPACES
TOTAL: 65 SPACES
REQUIRED PARKING: 1.0 SPACE FOR EACH 100 SQUARE FEET OF GROSS FLOOR
AREA
5,218 / 100 = 52 SPACES
ADA: 4 ADA SPACES REQUIRED (1 VAN ACCESSIBLE)
** CONTRACTOR TO REFER TO THE SIGNAGE PACKAGE FOR
PLACEMENT AND SPECIFICATIONS OF ALL SIGNS **
EXISTING DEVELOPMENT MONUMENT SIGN WITH MULTI-TENANT
SIGNAGE TO REMAIN. CFA SIGNAGE VENDOR TO REFACE PROPERTY
DESIGNATED SIGN COPY AREA TO CURRENT CFA BIR STANDARDS.
PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCH. AND CFA DESIGN
PRIOR TO COMPLETING ANY FABRICATION OR WORK.
4" DIAGONAL STRIPING, SINGLE WHITE SOLID LINE
4" DOUBLE YELLOW STRIPING
4" DIAGONAL STRIPED WALKWAY, YELLOW STRIPING
CONCRETE INTEGRAL CURB (ADJACENT TO CONCRETE PAVEMENT)
19
8
C-4.1
SCREENED REFUSE ENCLOSURE (REFER TO ARCH PLANS FOR ADDITIONAL
DETAILS)
SAWCUT LIMITS. CONTRACTOR SHALL NEATLY SAWCUT, REMOVE AND MATCH
EXISTING PAVEMENT & CURBING TO NEAREST JOINT WITH SMOOTH TRANSITION.
MAGNETIC BASE DELINEATOR @ 20' MAX. SPACING (14 TOTAL).
MOVEABLE BASE DELINEATOR @ 15' MAX. SPACING (20 TOTAL).
2A
C-4.0
HANDRAIL, REFER TO ARCH. PLANS.
BIKE RACK 8
C-5.0