HomeMy WebLinkAboutS-1788-A Map 2GA`y------- GA`a- GAS
277.5'
Wellington Hills Road
(Public R/W varies)
_____- ;2
1-
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TAPER CURB TO
MATCH EXISTING
TAPER SIDEWALK L=57.829
TO MATCH EXISTING R=55.000
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TO MATCH EXISTING R-35 TO MATCH EXISTING
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rL s 10 -x= - LANDSCAPE BUFFER ::..:': - - o 10 t 17
i UTILITY EASEMENT L 54 =a�
s (PER SEPARATE DOC) n: ._
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' TAPER CURB FROM 16' 12' 12' 186s2 25B.S.B.
6" TO 0" IN 2 FEET 16 R=20' � � 7
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50 LF SSWL L=31.42' ¢ Y
In
450 LF SSYL M ati 1 ..., 72.5'
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MAXEIGHT20'-640'
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FUELCANOPY
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R=50.5'
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tiro L=6.65' m f, O O O O O O 164.5' (CANOPY) 12K DIESEL
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12K PREMIUMLID
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6" SEWER LINE I 20K UNLEADED • Q ( N m
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M 0 6 I I N
3 8' 8' 8' TYP. 2.5'---- -�
a R_49 5 3 I I 1 1 I f C/1
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L=6.Sl' - 2 45 R-10I
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-10'
L=1.43' 14 R3 L---_ -- - 1
R=3
NtlA L 4 71 , 1
L_s.4' 25 ^ 1
15
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TAPER CURB FROM CROSSWALK
24N 11B 15 15 118 N ., R=3' m 10
6" TOO" IN 10'
11A 2.76' 102.5 (CANOPY) 1
I� (CANOPY) - -
' 1 1 1 '
I23 L 314' 13
0' i20' 30' 20 I
TAPER CURB FROM �� O• O V O O p❑ �p
n
CANOPY PATIO CANOPY 5
O HEIGHT 9'-0" HEIGHT 9'-0" ❑ ❑ z
/ 30.5' 12.76' 18.06' 5.97' .98.0T p 23
pLJp �.GE GE CtF
PROPOSED ❑ /00 w
KUM & GO STORE
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-� TAPER CURB FROM 1 MAX HEIGHT = 22' - 6" Z S o
6" TO 0" IN 2 FEET m DUMPSTER SERVICE 6,210 SF F.F.E. - 474.25
- O 19 67 1 s 94 17'm ^
HOURS 7:00 AM TO 6:00 PM \ 7 o r'
R=30' Q i MONDAY - FRIDAY \ R=36
620.9' R=3, O, \ . L=21.68'
1 L=7,33' ` 13 O 122 LF STEM WALL 1 1
L33.6' 1 i (REF. TO ARCH PLANS)❑\ F Z "_= RELOCATED FIRE
HYDRANT
\ -- UGT 32 LF SSYL ^n )
O
;69.29' 10 m
1 Q 21 NI 10 ros,
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PROPOSED V 745° \ &0, ` o R=35'
FLOODWAY 164.42' L=15 89 z 7q ( STOP BAR
\ \ !
114 27 F- f =35,
`4= 36 LANDSCAPE BUFFER Z .. , ',.n'9� L= .63'
Bs 3:2 Z�•, 15 B S B.. R 45 a tv! ix L=54.84
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PROPOSED 2" DOMESTIC
68 LF SSWL
S19-47 3922 W
& 1 Y2' IRRIGATION METER
91.007'
_
PROPOSED RPZA 1
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END CURB
L 21 68
LANE ENDS,
$'
EGAL DESCRIPTION `' 6 , sIGNAGE
'� i� $
'art of the NW1 /4 Section s, Township 1 North, Range 13 West, in the City of Little Rock,
'ulaski County, Arkansas, being more particularly described as follows: Commencing at the r' ,
IE corner of Lot 1, One Source Addition as filed for record in Plat Book D, Page730, records of f`a� �w•
'ulaski County Arkansas thence South 59°5417'East, 270.46 feet along the Southerly right
If way of Chenal Parkway thence South 18' 13 32" West, 5.92 feet along said Southerly right G �+�' \ PROPOSED
If way, thence South 65°27 21" East 27.76 feet along said Southerly right of way to the point G \ , / ' N 1
FLOODWAY / �� ��
If beginning: thence continuing South 65° 27 21' East, 135.4 feet along said Southerly right
If way, thence South 6'00" 0°0000' East, 100.56 feet along said Southerly tight of way; thence
aaving said Southerly right of way, South 19°47'39" West, 191.01 feet; thence
south 44°3642 West 63.31 feet; thence North 70°12'21" West, 235.00 feet to a point on the;�-
asterly right of way of Wellington Hills Road, thence North 19'47 39' East, 229.73 feet along
aid Easterly right of way, thence continuing along said Easterly right of way around a tangent
urve to the right having a radius of 55.00 feet, an arc length of 57.83 feet, a chord bearing of
Iorth 49'52'15" East and a chord length of 55.20 feet to the point of beginning.
:ontains 68,692 square feet or 1.577 acres of land,moreor less. t
•f f �,
A=60.2428
Ch=55.20
Ch Brg=N49° 52' EST
EXISTING FIRE
HYDRANT
NEW CURB RAMP
PER DETAIL PW-51
1 i
PROPOSED DECELERATION LANE
11' DRIVE LANE 12- CURB & GUTTER
i
i'
129 LF SSWL '
20 10 0 10 20 40 60
GRAPHIC SCALE IN FEET 11 in = 20ft
PROPOSED FEATURESI 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 REFERTo PLAN FOR SIZE
)(
FENCING I REFERTO PLAN FORTYPEANDSIZE
®
BUILDING CONTROL POINT
® NY 0m ESI
DRAINAGE STRUCTURES I REFER To GRADING PLAN FORTYPE
05 ! X
UTILITY STRUCTURES I REFER TO UTILITY PLAN FORTYPE
Oea -Q
SITE LIGHTING I REFER TO ELECTRICAL PLAN FORTYPE, SIZE&DETA.ILS
AREAS TO BE LANDSCAPED
SITE DATA
GROSS FLOOR AREA
6,210 S.F.
GROSS CANOPY AREA
4,768.50 S.F.
GROSS LOT AREA
±68,768 S.F.
±1.577 ACRES
BICYCLE PARKING
5 SPACES
REQUIRED
PARKING
(9'x20')
STANDARD
24
ADA
1
TOTAL
25
PARKING RATIO = 1 SP PER 300 SF + 4
PROVIDED
PARKING
(9'x2O')
STANDARD
23
ADA
2
TOTAL
25
PARKING RATIO = 1 SP PER 300 SF + 4
NOTE --- -._.
DESIGNATOR
X FLAG NOTES Items labeled bythefoH.Mgsymb.1, aresho., onthMhe.0
1 BUILDING ENTRY, REFER TO ARCHITECTURAL PLANS
2 PROPANE CAGE (1 V x 11', 4" CONCRETE PAD. 1.5% SLOPE AWAY
FROM SIDE WALL OF BUILDING)
3 MERCHANDISE
4 RED BOX(ES)
5 ICE MERCHANDISE
6 40' FLAGPOLE, MAINTAIN 024' CLEAR SPACE ABOVE GRADE
7 BIKE RACK/BOLLARD TO BE WITHIN 200 YARDS OF ENTRANCE,
5.0' x 6.5' x 4" THICK CONCRETE PAD (SEE DETAIL D - SHEET C2.3)
8 DESIGNATED SMOKING AREA TO BE 25' OR GREATER FROM ANY
ENTRY, 2'x2' CONCRETE PAD IN LANDSCAPED AREAS ONLY. 4"
CONCRETE PAD WHEN IN LANDSCAPED AREA.
9 BUILDING CANOPY OVERHANG
10 INTEGRAL CONCRETE CURB (SEE DETAIL D - SHEET C2.5)
1 1 A 4" CONCRETE SITE SIDEWALK, 1.5% MAX. CROSS SLOPE. (SEE
DETAIL C AND D ON SHEET C4.2) (REFERENCE ARCHITECTURAL
DRAWINGS FOR CONTROL JOINT PLAN)
11 B BUILDING CONCRETE SIDEWALK WITH AGGREGATE BASE, 1.5%
MAX. CROSS SLOPE. (SEE DETAIL A AND B ON SHEET C4.2)
(REFERENCE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT
PLAN)
12 BOLLARD MOUNTED ADA PARKING SIGN (IF APPLICABLE)
(SEE DETAIL A - SHEET C2.3)
13 ADA CURB RAMP (SEE DETAILS E,F, OR G - SHEET C2.3)
14 ACCESSIBLE PARKING SPACE
15 BOLLARD MOUNTED HANDICAP VAN PARKING SIGN
(SEE DETAIL B - SHEET C3.1)
16 AIR MACHINE LOCATION, 4'x4' CONCRETE PAD. KEEP AT LEAST
020' AWAY FROM DISPENSERS AND TANK FILL PORTS
(SEE DETAIL G - SHEET C2.3)
17 MONUMENT SIGN
18 14' X 25TRASH ENCLOSURE. (REFER TO ARCHITECTURAL
PLANS)
19 UNDERGROUND FUEL STORAGE TANKS. VERIFY UST LAYOUT
AND DESIGNATIONS WITH MASTER FUEL CRITERIA.
(SEE PROTOTYPE FUEL SHEET)
20 ALL FUEL FILL LIDS SHALL BE 1" ABOVE FINISH GRADE
(SEE DETAIL D - SHEET C7.0)
21 12'x60' LOADING ZONE, 45° CROSS HATCH, 2' O.C. STRIPING
22 ASSOCIATE PARKING, (3) Vx2' PAINTED SOLID RED OVALS
23 4" DIAMETER BOLLARDS (SEE DETAIL B - SHEET C2.4)
24 32" X 16' CONCRETE STAMP PATTERN (BRICK) - 6" MIN
PAVEMENT THICKNESS (SEE PAVEMENT DETAILS)
25 AMPERSAND SCULPTURE (SEE DETAIL H, SHEET C4.2)
RED•"^ �•---- .
APR 1 � 2017
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6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
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DATE:
03/15/2017
SHELF NUMBER:
CL.O k
2 OF 26
17-1209