HomeMy WebLinkAboutZ-4923-M Map 3EXIST. STORM DRAIN
CURB INLET
ELEV. FL=374.28
RIM ELEV=380.50
Ia
EXIST. STORM DRAIN
JUNCTION BOX
ELEV. FL=391.00 <
RIM ELEV=403.12
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�N PROPOSED DUMPSTER ENCLOSURE
W/ REQUIRED LANDSCAPING
ALONG PERIMETER.
II I!
Io EXIST. FIRE HYD. -
Lot C
Shackleford Crossings
Plat Bk. I, Pg. 181
UTILITY & DRAINAGE EASE
PLAT BK. I, PG, 181
EXIST. STORM DRAIN
CURB INLET
ELEV. FL=382.01
RIM ELEV.=399.04
CONTRACTOR TO REPAIR ALLY
DAMAGED CURB & GUTTER OR �o
SIDEWALK AS NECESSARY.
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moo/
EXIST. SANITARY SEWER MANHOLE----
ELEV.
ANHOLEELEV. FL 8" IN=389.67
ELEV. FL 8" OUT=389.64
RIM ELEV=395.70
(ELE1. FL=373.28
Tract A
Shackleford Crossings
Inst. No. 2008048626
EXIST. SANITARY SEWER MANHOLE'
ELEV. FL 8" IN=376.79
ELEV. FL 8" OUT=376.77
RIM ELEV.=382.46
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=375.51
ELEV. FL 8" OUT=375.46
RIM ELEV.=379.80-
10' UTILITY & cO
DRAINAGE EASEMENT
4. a PLAT BK. I, PG, 181
U
o I 19.7'
9.5'
R E V I S 1 0 N S
�I
0
I
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
p
PROPOSED MONUMENT SIGN (MIX.
6' HEIGHT AND 64 SQ. FT. AREA)
281.5'
12' 20
o
INTERIOR LANDSCAPING
AREA (161 SQ. FT.) -
N
- - - - - -
p �v - M 11f
'p6', 6 INTERIOR LANDSCAPINGCo INTERIOR LANDSCAPING N �y5
AREA (392 SQ. FT.) AREA (287 SQ. FT.)
- 1 13
I I �
N INTERIOR LANDSCAPING 1 118' 8.5' 22.5' I 18.5'
AREA (150 SQ. FT.)11.5' I
5w 2.5W 1_2S�
L
- N
f
P
O13
Y
INTERIOR LANDSCAPING INTERIOR LANDSCAPING p
AREA (151 SQ. FT.) AREA (444 SQ. FT.) N 11070 ACRES �, INTERIOR LANDSCAPING
III w I 4,, ss sq. rt .> AREA k156 SQ. FT.)
a
P -
11.5' 5' 8' 8' 5' 8' 9.5'
11.5' I-P�6 55'
M
6' 6' Lf
UJI > ss 6s 1'7
ss
� w I
I
N
U)
LLL
U w
U a
a
Q > a � I PROPOSED HOTEL
Q � a
Lij o
v M ^N
Q
Z w 19.2'
( � I
Z 9.2'
61.7'
m $
9' 9' .5'
22.5' 3' - 9.5' 82'
18
U I41' I
INTERIOR LANDSCAPING INTERIOR LANDSCAPING
AREA (153 SQ. FT.) - AREA (169 SQ.
cv orn _
INTERIOR LANDSCAPING INTERIOR LANDSCAPING
r � AREA (456 SQ. FT.) AREA (196 SQ. FT.)
PROPOSED RETAINING WALL I
ELEC. VAULT
BUILDING LANDSCAPE AREA
(3' WIDE MIN. PLANTER)
w
0
0° ELEC. VAULT
F -
w
w
U)
0
M
I 04
PROPOSED
ROOM COUNT
RETAINING WALL
EXIST.
STORM DRAIN
D � SD
JUNCTION BOX
ELEV. FL=378.01
RIM
ELEV.=382.78
EXIS I.
STORM DRAIN
I
CURB INLET
ELEV. FL=374.28
RIM
ELEV.=380.50
-- - 470
s�
PROVIDE BETWEEN
1$ p5
-
- -
E
V. FL=373.53)
EXIST. SANITARY SEWER MANHOLE'
ELEV. FL 8" IN=376.79
ELEV. FL 8" OUT=376.77
RIM ELEV.=382.46
EXIST. SANITARY SEWER MANHOLE
ELEV. FL 8" IN=375.51
ELEV. FL 8" OUT=375.46
RIM ELEV.=379.80-
10' UTILITY & cO
DRAINAGE EASEMENT
4. a PLAT BK. I, PG, 181
U
o I 19.7'
9.5'
R E V I S 1 0 N S
�I
0
I
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
p
PROPOSED MONUMENT SIGN (MIX.
6' HEIGHT AND 64 SQ. FT. AREA)
281.5'
12' 20
o
INTERIOR LANDSCAPING
AREA (161 SQ. FT.) -
N
- - - - - -
p �v - M 11f
'p6', 6 INTERIOR LANDSCAPINGCo INTERIOR LANDSCAPING N �y5
AREA (392 SQ. FT.) AREA (287 SQ. FT.)
- 1 13
I I �
N INTERIOR LANDSCAPING 1 118' 8.5' 22.5' I 18.5'
AREA (150 SQ. FT.)11.5' I
5w 2.5W 1_2S�
L
- N
f
P
O13
Y
INTERIOR LANDSCAPING INTERIOR LANDSCAPING p
AREA (151 SQ. FT.) AREA (444 SQ. FT.) N 11070 ACRES �, INTERIOR LANDSCAPING
III w I 4,, ss sq. rt .> AREA k156 SQ. FT.)
a
P -
11.5' 5' 8' 8' 5' 8' 9.5'
11.5' I-P�6 55'
M
6' 6' Lf
UJI > ss 6s 1'7
ss
� w I
I
N
U)
LLL
U w
U a
a
Q > a � I PROPOSED HOTEL
Q � a
Lij o
v M ^N
Q
Z w 19.2'
( � I
Z 9.2'
61.7'
m $
9' 9' .5'
22.5' 3' - 9.5' 82'
18
U I41' I
INTERIOR LANDSCAPING INTERIOR LANDSCAPING
AREA (153 SQ. FT.) - AREA (169 SQ.
cv orn _
INTERIOR LANDSCAPING INTERIOR LANDSCAPING
r � AREA (456 SQ. FT.) AREA (196 SQ. FT.)
PROPOSED RETAINING WALL I
ELEC. VAULT
BUILDING LANDSCAPE AREA
(3' WIDE MIN. PLANTER)
w
0
0° ELEC. VAULT
F -
w
w
U)
0
M
I 04
WA
20 15 10 5 0 10 20 30 40 50
SCALE IN FEET
8
NOTE:
SCALE SHOWN ON THIS
DRAWING IS FOR
24" x 36" PLOTS.
BUILDING LANDSCAPE
AREA (3' WIDE PLANTER)
., ,
EXIST. STORM DRAIN
MANHOLE
ELEV. FL=382.39
RIM ELEV.=391.44
I�Ui
N SD - SD 18"
I
CONC.
0
� w
ILL ft�
0<=
a
J a
Y �
U
2
In
A --
SD -- SD
LEGEND
ROOM COUNT
land
®
5'
f -
D � SD
EXISTING FIRE HYDRANT
L><
EXISTING VALVE
3/13
EXISTING UNDERGROUND ELECTRIC LINE
s R39
I
100'
11'
82'
I
-- - 470
s�
PROVIDE BETWEEN
PROPOSED CONTOUR
-
- -
PROPERTY BOUNDARY
- X x -
EXISTING FENCE LINE
Lq
NEW WATER SERVICE UNE (SIZE AS SHOWN)
I
1 _
-Bs -0-ss -
NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN)
rn +
i 3.7
ELEC. VAULT
I
GROSS AREA AS
PROPOSED CONCRETE PAVEMENT
7,41:
AREA
PROPOSED INTERIOR LANDSCAPE AREAS
D
0
PROPOSED BUILDING LANDSCAPE AREAS
123.1'
CROSSINGS COURT
INSTALL 5' WIDE SIDEWALK W/ TYPE 2 ACCESS RAMP
(R/W VARIES)
INSTALL 5' WIDE SIDEWALK; RELOCATE
PER CITY OF L.R. SPECIFICATIONS. REPAIR ANY
ASPHALT
OR REPLACE ANY DISTURBED
LANDSCAPING AS REQUIRED.
DAMAGED SITE FEATURES TO CITY SPECIFICATIONS
WA
20 15 10 5 0 10 20 30 40 50
SCALE IN FEET
8
NOTE:
SCALE SHOWN ON THIS
DRAWING IS FOR
24" x 36" PLOTS.
BUILDING LANDSCAPE
AREA (3' WIDE PLANTER)
., ,
EXIST. STORM DRAIN
MANHOLE
ELEV. FL=382.39
RIM ELEV.=391.44
I�Ui
N SD - SD 18"
I
CONC.
0
� w
ILL ft�
0<=
a
J a
Y �
U
2
In
A --
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.
EXISTING FIRE HYDRANT
L><
EXISTING VALVE
3/13
EXISTING UNDERGROUND ELECTRIC LINE
--- UGE
-WA 8-
EXISTING UNDERGROUND WATER UNE
LANDSCAPE AREA
EXISTING UNDERGROUND GAS LINE
cAS-
-- - 470
EXISTING CONTOUR
PROVIDE BETWEEN
PROPOSED CONTOUR
470
- -
PROPERTY BOUNDARY
- X x -
EXISTING FENCE LINE
NEW WATER SERVICE UNE (SIZE AS SHOWN)
2.5W
-Bs -0-ss -
NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN)
®
PARKING COUNT INDICATOR
PROPOSED ASPHALT PAVEMENT
GROSS AREA AS
PROPOSED CONCRETE PAVEMENT
7,41:
AREA
PROPOSED INTERIOR LANDSCAPE AREAS
D
0
PROPOSED BUILDING LANDSCAPE AREAS
SITE DATA
TYPICAL PARKING SPACES = 89
HANDICAP PARKING SPACES = 4
TOTAL PARKING = 93 SPACES
BUILDING DATA
BY
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 11527.
2. UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY.
UNDERGROUND UTILITIES ARE TAKEN FROM UTILITY MAPS.
EXACT LOCATION OF UNDERGROUND U11UTIES 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 UIIUTY 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 REQUIREMENT'.
BY
DATE
VEHICULAR USE
RE(
ITEM
REQUIREMENT
LANDSCF
AREA/GROSS AREA
NTR
3/13
INTERIOR
PROVIDE 8% OF
32,132 SQ. FT.
2,571
LANDSCAPE AREA
VEHICULAR AREA
BUILDING
PROVIDE BETWEEN
MIN. 3' N
LANDSCAPE AREA
VEHICULAR USE AREA
--
I.Bk.Nol
AND BUILDING
PROVIDE 10% OF THE
GROSS LANDSCAPE
GROSS AREA AS
74,155 SQ. FT.
7,41:
AREA
OPENAANDSCAPING
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.
RECEYVED
APR 0 3 2013
BY:
ARKANSAS ONE CALL
Know what's below
Call before you dig.
BY
DATE
928 AIRPORT ROAD, HOT SPRINGS, ARKANSAS 71913
B &F ENGINEERING, INC. (PH) 501-767-2366 (FAX) 501-767-6859 (EMAIL) infoObnfeng.com
I
sign
3Wn
NTR
3/13
COMPOSITE SITE PLAN
PROPOSED HOTEL
SH ACKLEFORD CROSSING INVESTMENTS, LLC
LITTLE ROCK ARKANSAS
DRAWING NUMBER
JOB N0: 7-4154-0101
ACAD NO: 001 4/03/13
ecked
Built
In
rvey
i
SCALE. 1' -20
I.Bk.Nol
DATE: MARCH 2013