HomeMy WebLinkAboutZ-4923-M Map 2EXIST. 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 N
3
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du w
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PROPOSED DUMPSTER ENCLOSURE
O W/ REQUIRED LANDSCAPING
ALONG PERIMETER.
PROPOSED
RETAINING WALL
EXIST. STORM DRAIN
CURB INLET
ELEV. FL=374.28
RIM ELEV.=380.50
RCP 50
1$ 50
" UW E
V$ p5
E EV. FL=373.53
3
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I
EXIST. STORM DRAIN
JUNCTION BOX
ELEV. FL=378.01 3
_ RIM ELEV.=38278
----GnS S
�A8 M
R E V I S 1 0 N S
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=397.17
ELEV. FL 8" OUT=397.05
RIM ELEV=403.96
i
I
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I
Lot 5A
Shackleford Crossings
Inst. No. 2008048626
281.5'
PROPOSED MONUMENT SIGN (MAX.
6' HEIGHT AND 64 SQ. FT. AREA)
12 20' CS -
v
CNI
INTERIOR LANDSCAPING
AREA (161 SQ. FT.)
Tn
_ - - - - -
INTERIOR LANDSCAPING INTERIOR LANDSCAPING 14
7' AREA (392 SQ. FT.) AREA (287 SQ. FT.) ,
9.5' F-- Q 13
I
INTERIOR LANDSCAPING 118' 8.5' 22.5' 18.5'
AREA150 SQ. FT.
( ) I
I- -- I 11.5' . n 41,
I
13
1 �9s. INTERIOR LANDSCAPINGO INTERIOR LANDSCAPING
f AREA (151 SQ. FT_) AREA (444 SQ. FT.) LOT 5B
N ±1.70 ACRES �, INTERIOR LANDSCAPING
Afftt),2� - _
AREA (156 SQ. FT.)
74.155' 8' 8' 5' 8' 9.5'
O
iF 14
2sW 2.5W
I ^' �6'6'�
d
I °
9' 18.5' 22.5' 91 7 ' 9.5'IF
82'
41' I o I
i
INTERIOR LANDSCAPING INTERIOR LANDSCAPING I
AREA (153 SQ. FT.) AREA (169 SQ. FT.)
INTERIOR Ld1JDSCAPING
- - - - INTERIOR LANDSCAPING
AREA (456 SQ. FT.) AREA (196 SQ. FT.) PROPOSED RETAINING WALL J
11
100 5'
f [;Olt
82
I �
' 11'
'
I
I
L-
3.7, ELEC. VAULT-,
ad
123.1'
EXIST. SANITARY SEWER MANHOLE CROSSINGS COURT
ELEV. FL 8" IN=376.79 (R/W 1ARIES)
ELEV. FL 8" OUT=376.77 ASPHALT
RIM ELEV.=382.46 _-
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=375.51
ELEV. FL 8" OUT=375.46
RIM ELEV.=379.80
NOTE:
SCALE SHOWN ON THIS
20 15 to 5 0 0 20 30 40 50 DRAWING IS FOR
24" x 36" PLOTS.
SCALE IN FEET
W)
ELEC. VAULT
F
'�,-BUILDING LANDSCAPE AREA
(3' WIDE MIN. PLANTER)
w 0
m ELEC. VAULT
w
w
0
I
BUILDING LANDSCAPE
AREA (3' WIDE PLANTER)
,, ,
CONC.
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O
EXIST. STORM DRAIN
MANHOLE
ELEV. FL=382.39
RIM ELEV.=391.44
- SD - SD _ f11" RSDII•� SD SD
AMID Mm
Design
Drawn NTR 3/13
Checked
As Built
Plan
Survey
Fld.Bk.No
Lot C
Shackleford Crossings
ROOM COUNT
EXISTING SIGN
10' UTILITY
EXISTING GAS METER
Plat Bk. I, Pg. 181
EXISTING FIRE HYDRANT
DRAINAGE EASEMENT
I
EXISTING VALVE
UCE
EXISTING UNDERGROUND ELECTRIC LINE
PLAT BK. I, PG, 181
EXISTING UNDERGROUND WATER UNE
'As
a
U
470
EXISTING CONTOUR
r
PROPOSED CONTOUR
o
PROPERTY BOUNDARY
x x -
EXISTING FENCE UNE
2.5w
^
3
NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN)
®
PARKING COUNT INDICATOR
-�
I
PROPOSED CONCRETE PAVEMENT
D
PROPOSED INTERIOR LANDSCAPE AREAS
EXIST.
I
FIRE HYD.
UTILITY & DRAINAGE EASEMENT
cli
o
PLAT BK. I, PG, 181
N
'-WA
0
)
EXIST. STORM DRAIN
o
`
CURB INLET
ELEV. FL=382.01
RIM ELEV=399.04
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CONTRACTOR TO REPAIR ALL
DAMAGED CURB & GUTTER OR �o
SIDEWALK AS NECESSARY.
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EXIST.. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=389.67
W
ELEV. FL 8" OUT=389.64Lj
m
3
RIM ELEV.=395.70
U a
Q
IQ>
0
ELE
FL=373.28
Lai v
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19.
Tract A
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z
_
Shockleford Crossings
Inst. No. 2008048626
�^
m
I
PROPOSED
RETAINING WALL
EXIST. STORM DRAIN
CURB INLET
ELEV. FL=374.28
RIM ELEV.=380.50
RCP 50
1$ 50
" UW E
V$ p5
E EV. FL=373.53
3
"< I
I
EXIST. STORM DRAIN
JUNCTION BOX
ELEV. FL=378.01 3
_ RIM ELEV.=38278
----GnS S
�A8 M
R E V I S 1 0 N S
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=397.17
ELEV. FL 8" OUT=397.05
RIM ELEV=403.96
i
I
I
I
Lot 5A
Shackleford Crossings
Inst. No. 2008048626
281.5'
PROPOSED MONUMENT SIGN (MAX.
6' HEIGHT AND 64 SQ. FT. AREA)
12 20' CS -
v
CNI
INTERIOR LANDSCAPING
AREA (161 SQ. FT.)
Tn
_ - - - - -
INTERIOR LANDSCAPING INTERIOR LANDSCAPING 14
7' AREA (392 SQ. FT.) AREA (287 SQ. FT.) ,
9.5' F-- Q 13
I
INTERIOR LANDSCAPING 118' 8.5' 22.5' 18.5'
AREA150 SQ. FT.
( ) I
I- -- I 11.5' . n 41,
I
13
1 �9s. INTERIOR LANDSCAPINGO INTERIOR LANDSCAPING
f AREA (151 SQ. FT_) AREA (444 SQ. FT.) LOT 5B
N ±1.70 ACRES �, INTERIOR LANDSCAPING
Afftt),2� - _
AREA (156 SQ. FT.)
74.155' 8' 8' 5' 8' 9.5'
O
iF 14
2sW 2.5W
I ^' �6'6'�
d
I °
9' 18.5' 22.5' 91 7 ' 9.5'IF
82'
41' I o I
i
INTERIOR LANDSCAPING INTERIOR LANDSCAPING I
AREA (153 SQ. FT.) AREA (169 SQ. FT.)
INTERIOR Ld1JDSCAPING
- - - - INTERIOR LANDSCAPING
AREA (456 SQ. FT.) AREA (196 SQ. FT.) PROPOSED RETAINING WALL J
11
100 5'
f [;Olt
82
I �
' 11'
'
I
I
L-
3.7, ELEC. VAULT-,
ad
123.1'
EXIST. SANITARY SEWER MANHOLE CROSSINGS COURT
ELEV. FL 8" IN=376.79 (R/W 1ARIES)
ELEV. FL 8" OUT=376.77 ASPHALT
RIM ELEV.=382.46 _-
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=375.51
ELEV. FL 8" OUT=375.46
RIM ELEV.=379.80
NOTE:
SCALE SHOWN ON THIS
20 15 to 5 0 0 20 30 40 50 DRAWING IS FOR
24" x 36" PLOTS.
SCALE IN FEET
W)
ELEC. VAULT
F
'�,-BUILDING LANDSCAPE AREA
(3' WIDE MIN. PLANTER)
w 0
m ELEC. VAULT
w
w
0
I
BUILDING LANDSCAPE
AREA (3' WIDE PLANTER)
,, ,
CONC.
I �
O
EXIST. STORM DRAIN
MANHOLE
ELEV. FL=382.39
RIM ELEV.=391.44
- SD - SD _ f11" RSDII•� SD SD
AMID Mm
Design
Drawn NTR 3/13
Checked
As Built
Plan
Survey
Fld.Bk.No
SITE DATA
TYPICAL PARKING SPACES = 89
HANDICAP PARKING SPACES = 4
TOTAL PARKING = 93 SPACES
BUILDING DATA
LEGEND
ROOM COUNT
EXISTING SIGN
®
EXISTING GAS METER
b-
EXISTING FIRE HYDRANT
IX
EXISTING VALVE
UCE
EXISTING UNDERGROUND ELECTRIC LINE
-----WA a
EXISTING UNDERGROUND WATER UNE
'As
EXISTING UNDERGROUND GAS LINE
470
EXISTING CONTOUR
470
PROPOSED CONTOUR
- -
PROPERTY BOUNDARY
x x -
EXISTING FENCE UNE
2.5w
NEW WATER SERVICE LINE (SIZE AS SHOWN)
-6s - 0- as -
NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN)
®
PARKING COUNT INDICATOR
-�
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
D
PROPOSED INTERIOR LANDSCAPE AREAS
D
PROPOSED BUILDING LANDSCAPE AREAS
SITE DATA
TYPICAL PARKING SPACES = 89
HANDICAP PARKING SPACES = 4
TOTAL PARKING = 93 SPACES
BUILDING DATA
T
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.
LANDSCAPING REQUIREMENTS
T
VEHICULAR USE
REQUIRED
LANDSCAPING AREA
AREA
LANDSCAPING AREA
PROVIDED
A
32,132 SQ. FT.
2,571 SQ. FT.
2,715 SQ. FT.
-_N3'
REA
MIN. 3' WIDE PLANTER
WIDE PLANTER STRIP
--
STRIP
BETWEEN BLDG. &
PARKING
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.
ARKANSAS ONE CALL
Know what's below
Call before you dig.
BAF ENGINEERING, INC. 928 AIRPORT ROAD, HOT SPRINGS, ARKANSAS 71913
(PH) 501-767-2366 (FAX) 501-767-6859 (EMAIL) info®bnfeng.com
COMPOSITE SITE PLAN
PROPOSED HOTEL DRAWING NUMBER
JOB NO: 7-4154-0101
SHAKLEFORD CROSSING INVESTMENTS, LLC ACAD NO: 001 03/11
LITTLE ROCK
SCALE: 1"=20'
ARKANSAS DATE: MARCH 2013