HomeMy WebLinkAboutZ-9610 Site Plan - Revised 080221•-M
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DESIGNATOR
X0� FLAG NOTES I Items labeled by the following symbols are shown on this sheet.
1 BUILDING ENTRY (REF. TO ARCHITECTURAL PLANS)
2 PROPANECAGE
3 MISCELLANEOUS MERCHANDISE
4 FIREWOOD 5 RED BOX(ES)
6 ICE MERCHANDISER
7 BUILDING CANOPY OVERHANG
(REF. TO ARCHITECTURAL PLANS)
8 40' FLAGPOLE, MAINTAIN 024' CLEAR SPACE ABOVE GRADE
(REF. TO DETAIL F - SHEET CD3.0)
9 BIKE RACK (REF. TO DETAIL D - SHEET CD3.0)
10 4" DIAMETER BOLLARDS (REF. TO DETAIL B - SHEET CD3.1)
11 6" INTEGRAL CONCRETE CURB (REF. TO DETAIL C - SHEET CD3.2)
12 6" CURB / SIDEWALK TURNDOWN
(REF. TO DETAIL B - SHEET CD3.2)
13 AIR MACHINE. INSTALL A MIN. 020' AWAY FROM DISPENSERS
AND TANK FILL PORTS (REF. TO DETAIL E - SHEET CD3.0)
16 TRASH ENCLOSURE. (REF. TO ARCHITECTURAL PLANS)
17 UNDERGROUND FUEL STORAGE TANKS. (REF. TO DETAILS E
THRU K - SHEET CD7.0 AND UST PLANS BY OTHERS)
18 TANK OVERDIG LIMITS (REF. TO DETAIL A & B - SHEET CD7.0)
19 ALL FUEL FILL LIDS SHALL BE 1"ABOVE FINISH GRADE
(REF. TO DETAIL D - SHEET CD7.0)
20 FUEL ISLAND (REF. TO DETAIL N & L - SHEET CD7.0)
21 HANDRAIL (REF. TO DETAIL H - SHEET CD3.0)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 051 19CO312G EFFECTIVE DATE: JULY 06, 2015.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
LEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3' 37' 35" EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15" EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2' 07' 15" EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42" EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60'
57' 03" EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72' 06' 07" EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03" EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72' 21'
03" EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02' 58' 36"
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19' 57' 33"
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45" WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15" WEST, 5.00 FEET; THENCE NORTH 89° 01' 45" WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS: 79 mg/I
TOTAL DISSOLVED SOLIDS: 116 mg/I
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TAPER CURB TO
MATCH EXISTING
TAPER CURB TO
MATCH EXISTING
MATCH EXISTING
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Doc. 2004103418 1 Exhibit A-1
Exception 19
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
20 10 0 10 20 40 60
GRAPHIC SCALE IN FEET 11 in = 20ft
VICINITY MAP I NTS
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- - - - - CITY LIMITS FLOOD ZONE FLOODWAY
PROPOSED FEATURES I REFER TO SURVEY FOR EXISTING FEATURES
GENERAL FEATURES
--
PROPERTY LINE
- -
SUBDIVISION / OUTPARCEL PROPERTY LINE
- - - - - - - - - - - - - -
EDGE OF ASPHALT
- - - - - - -
EDGE OF GRAVEL
EDGE OF CONCRETE
CONCRETE CURB AND GUTTER I REFER TO PLAN FOR TYPE &/OR SIZE
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FEN CI NG I REFER TO PLAN FOR TYPE AND SIZE
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BUILDING CONTROL POINT
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DRAINAGE STRUCTURES I REFER TO GRADING PLAN FOR TYPE
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UTILITY STRUCTURES I REFERTO UTILITYPLAN FORTYPE
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SITE LIGHTING I REFER TO ELECTRICAL PLAN FORTYPE,SIZE& DETAILS
GENERAL NOTES
1. COORDINATE LISTS (IF ANY) ON THIS PLAN ARE FOR INFORMATION AND CHECKING PURPOSES ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CALCULATE CONSTRUCTION STAKING COORDINATES ACCORDING TO THE
DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THE COORDINATES
SHOWN ON THE PLANS BEFORE CONSTRUCTION STARTS.
2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF THE
VESTIBULE, SLOPED PAVING EXIT(S), PORCHE(S), RAMP(S), PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
UTILITY ENTRANCE POINTS.
3. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE MEASURED TO THE FACE OF CURB, THE EDGE OF PAVEMENT,
THE EDGE OF SIDEWALK THE FACE/CORNER OF THE BUILDING(S) OR THE CENTER/END OF STRIPE.
4. GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED IN PROJECT
AND PAY ALL REQUIRED FEES AND COSTS.
5. ALL PAVEMENT MARKINGS: TRAFFIC ARROWS, STOP BARS, ETC... AND ALL SIGNS, SHALL BE APPLIED AND/OR
INSTALLED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MOST CURRENT EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (M.U.T.C.D.).
6. REFER TO THE UTILITY PLAN FOR SITE UTILITIES.
7. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR
CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL
ENGINEERING, INC. FOR REVIEW AND APPROVAL
S. ALL WORK DONE ON -SITE SHALL BE CONSTRUCTED TO THE CLIENT'S SPECIFICATION OR REQUIREMENTS OF THE
REGULATORY AUTHORITY HAVING JURISDICTION WHICHEVER IS MORE STRINGENT, IF THERE IS A QUESTION AS
TO WHICH SPECIFICATIONS SHOULD APPLY THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD.
PROJECT INFORMATION
SITE INFORMATION
CURRENT ZONING .............................................. C-3 GENERAL COMMERCIAL DISTRICT
PROPOSED ZONING ............................... PCD (PLANNED COMMERCIAL
DEVELOPMENT)
TOTAL GROSS SITE AREA .......................................................
±1.51 AC / 65,739 SF
BUILDING INFORMATION
STORE TYPE......................................................................................
BISTRO-RP-2021
BUILDINGSF...................................................................................... 3,968 SF
BUILDING HEIGHT............................................................................... 1 STORY
FUELCANOPY.................................................................................... 4,410 SF
CANOPY / DISPENSER ARRANGEMENT ..............................................
6 DOUBLE
FAR (INCLUDING CANOPY)................................................................................. 12.74%
BUILDING SETBACKS (HIGHWAY 10 OVERLAY DISTRICT)
(NORTH) FRONT...........................................................................................
100 FEET
(SOUTH) REAR..............................................................................................
40 FEET
(EAST) RIGHT................................................................................................
30 FEET
(WEST) LEFT.................................................................................................
30 FEET
PARKING INFORMATION
REQUIRED PARKING
RATIO.............................................................................................
1 SPACE / 300 SF + 4
STANDARD PARKING STALLS 1 9'x20'...................................................
16 SPACES
ACCESSIBLE PARKING STALLS 1 8'x20'.................................................
2 SPACES
TOTAL PROVIDED PARKING STALLS .................................................... 18 SPACES
PROVIDED PARKING
BICYCLE.............................................................................................
2 SPACES
STANDARD PARKING STALLS 1 9'x19'---------------------------------------------------
17 SPACES
ACCESSIBLE PARKING STALLS 1 8'xl9'.................................................
2 SPACES
TOTAL PROVIDED PARKING STALLS .................................................... 19 SPACES
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6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
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KG PROJECT TEAM:
RDM: Alex Sappingfield
SDM: Britni Andreassen
CPM: Scott Newbury
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DATE:
07/29/2021
SHEET NUMBER:
C3.0
South Line NW 1/4 SE 1 /4
Section 14, T02 N, R14 W
21-1363