HomeMy WebLinkAboutS-0706-A Map 15MARA LYNN RD
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cb EXISTING ASPHALT_
CANOPY PRICE CAMPY PAVEMENT (TYP.)\ /
MATCH SIGN (iYP.) UNDERGROUND \ \ /
EXISTINtN\c
STORAGE TANK 94V4 94.19 \ /
ELEVAT92.62�
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4 CANOPY
I EXISTING \ \g 93.7
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O ELEVATION 93.8 4.00 g�50_- �.
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90.42 MATH 93.6 1 4.36
MATCH o z0 EXISTING
EXISTING ELEVATION RD EXISTING CURB-
ELEVATION �- CU& AND GUTTER (TYP.)
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I C. . / GUIER (TYP.)
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CPD A®1% EXISTING 93.I11 7 93.28 (TYP) F5ELEVATIQN
89.46 93.8
MATCH *SEE DETAIL 11 3`I6
C.Q. FOR SPOT
XEISTING 92.76 3.08
ELEVATION ELEVATIONS I 11
IF3 LvUCMOEN\C(�TR AYI- 1 I I P1.E) =-\
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EXISTING KROGER STORE Y-615
x Cq 93.334" CANOP% s2�
AVV I I
LITTLE ROCK, ARKANSAS I6.5 DRAIN @ %00 0 44447 SF
0 C" MIN. (TYP 92.8 3.11
F.F.E. = 100.00
I I I I -EXISTING CURB
�.0. I .0. CRB & j
AND CUTTER (TYP.)
(mfX IL " CANOPY GER TYPi
M o t DRAIN ® 1% 92L92.24ccrn MIN. TYP) 92.0II\\l1 I LOT NO 1
so.aD \,OF THE FINAL PLAT
I ; C. K. POWELL S/D
88.8 92.892.�5 \I BOOK B, PAGE 963
12
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I 92.37 I I 1 I \ I \ J I
I o I I I II II I I I FILE NO 86-050583
\ cn N I I I I AUGUST 5, 1986
w z I CURB & I 1 I EXISTING ASPHALT I
POWELL BROTHERS, INC
co I I GLITTER (TYP.) I I I I I (PAVEMENT (TYP.)
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CURB & I II 1 I\ II \ II I I
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C.O. REPAIR PAVEMENT AS EXISTING CURB
t I NECESSARY FOR AND GUTTER (TYP.)
I I STORM DRAIN _ I _ _ ____________N88'45'15"W -
f _ -___ _ ______-_-----__ I 1 CONSTRUCTION I 277.03'
I t
I I N88'45'15"W
125.00'
I
CONTRACTOR SHOULD ENSURE ADEQUATE ACCESS AT ALL II i \\ \ i LOT NO 1 OF THE FINAL PLAT WEST CHASE PLAZA,
TIMES AND PROVIDE TRAFFIC CONTROL MEASUIS TO I \ \ \ AN ADDITION TO THE CITY OF LITTLE ROCK AR
ENSURE SAFE ACCESS DURING WORK IN TRAVE_ LANES I L - \\ \ CD
i BEING A REPEAT OF PART OF BLOCKS 11, 13, 14,
00
` N 35 AND 3 N
s 6 AND A PART OF GROVE STREET, ALL
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II EXISTING ASPHALT (0I IN SANTA FE ADDITION TO CITY OF LITTLE ROCK,
_ I (PAVEMENT (TYP.)
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of AMSTAR/ FIRST CAPITAL, LTD INST. NO 93-62170
Site Data:
Kroger Store: Y-615
315 N. Shackelford Rd.
Little Rock, AR 72211
Zoning: C-3 (General Commercial District)
Parcel Size: 4.78 Acres
Setbacks: 25' Front Yard
15' Side Yards
25' Rear Yard
GRAPHIC SCALE
0 20 30 40
BENCHMARK:
SITE TBM: FINISHED FLOOR ELEVATION OF EXISTING KROGER STORE
ELEVATION: 100.00
CONTOUR INTERVAL = 1 FOOT
CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS OBTAINED BY TOTAL
STATION SURVEY METHODS.
SPECIAL FLOOD HAZARD STATEMENT
BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY IS NOT LOCATED
WITHIN THE LIMITS OF A DESIGNATED FLOOD HAZARD AREA PER
FEMA/FIRM MAP NUMBER 0501810044 F, CITY OF LITTLE ROCK,
ARKANSAS, PULASKI COUNTY, EFFECTIVE DATE OF OCTOBER 19, 2001.
THE SUBJECT PROPERTY LIES WITHIN DESIGNATED ZONE X.
DRIVE ELEVATION AT LOW COLUMN = 89.52
DISTANCE TO TOP OF FOOTING = -1.21
TOP OF ALL FOOTINGS = 88.31
HIGH DRIVE ELEVATION UNDER CANOPY = 92.11
MINIMUM CLEARANCE TO BOTTOM OF CANOPY FASCIA = +14.50
BOTTOM OF CANOPY FASCIA ELEVATION = 106.61
SPOT ELEVATIONS LISTED AROUND PROPOSED LANDSCAPING ISLANDS
DESIGNED TO MATCH EXISTING ELEVATION, UNLESS OTHERWISE NOTED
90
8'x14' KIOSK
1.5%
90.93
N
F.F.E. = 91.25
90.77 91
1.5% 90.95 X
( IN FEET )
1 inch = 20 ft
:91 14 `EDGE OF
MATCH CONCRETE
EXISTING Or)
ELEVATION
V
90.98 MATCH
EXISTING ELEVATION
`-�XISTING ASPHALT
N PARKING LOT
I
90.75 0 0 MATCH
1.25% EXI TING ELNATION
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EDGE OF
CONCRETE
(TYP.)
KIOSK SPOT ELEVATIONS
SCALE: 1 " = 5'
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Project:
19923.00
Designed By:
ATP
Drown By:
ATP
Checked By:
CLM
Date:
08/02/05
Scale:
1" = 20'
Disk File: 923-C4-GRADING PLAN.drg
315 N. Shockleford Rd.
Little Rock, AR, 72211
GRADING/
DRAINAGE
PLAN
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