HomeMy WebLinkAboutZ-4923-M Map 7EXIST. STORM DRAIN EXIST. STORM DRAIN I i
CURB INLET JUNCTION BOX
ELEV. FL=374.28 ELEV. FL=391.00 "<
RIM ELEV=380.50 RIM ELEV.=403.12
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PROPOSED DUMPSTER ENCLOSURE
O W/ REQUIRED LANDSCAPING
ALONG PERIMETER.
II I I
Ip EXIST. FIRE HYD. -
Lot C
Shackleford Crossings
Plat Bk. I, Pg. 181
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UTILITY & DRAINAGE EASEMENT4
PLAT BK. I, PG, 181 v,
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53
EXIST. STORM DRAINpl
CURB INLET
ELEV. FL=382.01
RIM ELEV=399.04
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CONTRACTOR TO REPAIR ALL--.
DAMAGED CURB & GUTTER OR 0
SIDEWALK AS NECESSARY. /
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EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=389.67
ELEV. FL 8" OUT=389.64
RIMELEV=395.70
(ELE1. FL=373.28
Tract A
Shackleford Crossings
Inst. No. 2008048626
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PROPOSED
RETAINING WALL
EXIST. STORM DRAIN
JUNCTION BOX
ELEV. FL=378.01
RIM ELEV.=382.78
EXIST. STORM DRAIN
CURB INLET
ELEV. FL=374.28
RIM ELEV.=380.50
E EV. FL=373.53 J
EXIST. SANITARY SEWER MANHOLES
ELEV. FL 8" IN=376.79
ELEV. FL 8" OUT=376.77
RIM ELEV=382.46
EXIST. SANITARY SEWER MANHOLE J
ELEV. FL 8" IN=375.51��
ELEV. FL 8" OUT=375.46
RIM ELEV.=379.80 -
BY I DATE
R E V I S 1 0 N S
10' UTILITY &I
DRAINAGE EASEMENT
PLAT BK. I, PG, 18)
19.7'
9.5'
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=397.17
ELEV. FL 8" OUT=397.05
RIM ELEV.=403.96
I
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Lot 5A
Shackleford Crossings
Inst. No. 2008048626
I
PROPOSED MONUMENT SIGN (MAX.
6' HEIGHT AND 64 SQ. FT. AREA)
12' 20 -- -- --
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INTERIOR LANDSJAPING- - -- - - - - - - _ ---
AREA (161 SQ. - -
`QINTERIOR LANDSCAPING -
1P �CN
INTERIOR LANDSCAPING 5
AREA (392 SQ. FT.) AREA (287 SQ. FT.)
---� 100 INTERIOR LANDSCAPING 118' 8.5' 22.5' 18.5'
AREA (150 SQ. FT.)
sw 2.5w- L - zsr� 41'_P
9 7
s INTERIOR LANDSCAPING INTERIOR LANDSCAPING
AREA (151 SQ. FT_) AREA (444 SD. FT.) LOT 5B - - �x6" O
N N ±1.70 ACRES--/ 8
�? a INTERIOR LANDSCAPING
p1g 0,
00
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11.5' N
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LL1 as 6s
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Z 19.2'
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61.7' 9.2'
(74,155 sq. re.) AREA (156 SQ. FT.)
11.5' 5' 8' 8' 5' 8' 9.5'
55 J
J
16' 6'
PROPOSED HOTEL
a
-
9' 18.5' 22.5' 9' 1 - 73' 9.5' -
41' I
06
INTERIOR LANDSCAPING INTERIOR LANDSCAPING
AREA (153 SQ. FT.) AREA (169 SQ. FT_)
- - N
- - - - - INTERIOR LANDSCAPING INTERIOR LANDSCAPING
AREA (456 SQ. FT.) AREA (196 SQ. FT.)
GT- -
-
06
'1
Rc� So
SD Rg5 I 100' 11
�ST
CROSSINGS COURT
INSTALL 5' WIDE SIDEWALK W/ TYPE 2 ACCESS RAMP (R/W VARIES)
PER CITY OF LR. SPECIFICATIONS. REPAIR ANY ASPHALT
DAMAGED SITE FEATURES TO CITY SPECIFICATIONS.
20 15 10 5 0 10 20 30 40 50
SCALE IN FEET
s e $ T 82' T
I I I I I I Ids I_
- - - -- I
PROPOSED RETAINING WALL
01
82' I
1 _
3.7' ELEC. VAUL06r
►-�
75.5'--
INSTALL
5.5' -INSTALL 5' WIDE SIDEWALK; RELOCATE
OR REPLACE ANY DISTURBED
LANDSCAPING AS REQUIRED.
NOTE:
SCALE SHOWN ON THS
DRAWING IS FOR
24" x 36" PLOTS.
ELEC. VAULT-\
I'� l
IBUILDING LANDSCAPE AREA
-(S WIDE MIN. PLANTER)
ELEC. VAULT
BUILDING LANDSCAPE
AREA (3' NIDE PLANTER)
A�
CONIC.
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EXIST. STORM DRAIN
MANHOLE
ELEV. FL=382.39
RIM ELEV.=391.44
SD SD - 'ILII
BY DATE
Design
Drawn NTR 3/13
Checked
As Built
Plan
Survey
ilr .-ImT
SD - SD
SITE DATA
TYPICAL PARKING SPACES = 89
HANDICAP PARKING SPACES = 4
TOTAL PARKING = 93 SPACES
BUILDING DATA
LEGEND
ROOM COUNT
EXISTING SIGN
®
EXISTING GAS METER
T.B.D.
MAXIMUM BUILDING HEIGHT
60 FEET
EXISTING FIRE HYDRANT
FT.
EXISTING VALVE
EXISTING UNDERGROUND ELECTRIC UNE
LIGE
WA a
EXISTING UNDERGROUND WATER UNE
EXISTING UNDERGROUND GAS UNE
AAs
470 --
EXISTING CONTOUR
PROPOSED CONTOUR
470
- -
PROPERTY BOUNDARY
x x
EXISTING FENCE UNE
NEW WATER SERVICE UNE (SIZE AS SHOWN)
2.5W
- 6s --G-- ss -
NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN)
®
PARKING COUNT INDICATOR
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
O
PROPOSED INTERIOR LANDSCAPE AREAS
C1
PROPOSED BUILDING LANDSCAPE AREAS
SITE DATA
TYPICAL PARKING SPACES = 89
HANDICAP PARKING SPACES = 4
TOTAL PARKING = 93 SPACES
BUILDING DATA
REI
ROOM COUNT
FLOOR AREA
TOTAL
93
T.B.D.
MAXIMUM BUILDING HEIGHT
60 FEET
NOTES ON SURVEY:
1. SURVEY INFORMATION FROM DEVELOPMENT CONSULTANTS, INC.
DATED: FEBRUARY 19, 2013 BY- TODD A. SHETTLES, PS #1527.
2. UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY.
UNDERGROUND UTILITIES ARE TAKEN FROM UTILITY MAPS.
EXACT LOCATION OF UNDERGROUND UTILITIES ARE
APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS
DATE TO DETERMINE THE EXACT LOCATION OF UNDERGROUND
UTILITIES SHOWN ON THIS SURVEY.
FOR UNDERGROUND UTILITY LOCATIONS
CALL THE ARKANSAS ONE -CALL SYSTEM
GIVE 48 HOURS NOTICE BEFORE CONSTRUCTION BEGINS
3. ACCURACY OF ANY SURVEY INFORMATION SHOWN HEREON IS
NOT GUARANTEED BY B & F ENGINEERING, INC.
DSCAPING
REI
VEHICULAR
USE
4REA/GROSS ARI
32,132 SQ.
FT.
74,155 SQ.
FT.
HORIZONTAL CONTROL NOTES
1. COORDINATES & DIMENSIONS ON THIS PLAN ARE FOR
INFORMATION ONLY.
2. THE CONTRACTOR IS RESPONSIBLE FOR CALCULATING
CONSTRUCTION STAKING COORDINATES WITH THE
COORDINATES & DIMENSIONS ON THESE PLANS.
3. BEFORE CONSTRUCTION STARTS, THE CONTRACTOR
SHALL VERIFY THE ACCURACY OF THE COORDINATES &
DIMENSIONS SHOWN HEREON.
6loZ > ( adv
ARKANSAS ONE CALL
Know what's below
Call before you dig.
B&F ENGINEERING, INC. 928 AIRPORT ROAD, HOT SPRINGS, ARKANSAS 71913 q
(PH) 501-767-2366 (FAX) 501-767-6859 (EMAIL) infoObnfeng.com
COMPOSITE SITE PLAN
PROPOSED HOTEL DRAWING NUMBER
JOB NO: 7-4154-0101
SH ACK LEFORD CROSSING INVESTMENTS, LLC ACAD NO: 001 4/02
LITTLE ROCK
SCALE: 1 "=20'
ARKANSAS DATE: MARCH 2013