HomeMy WebLinkAboutZ-7297 Map 5Nl(-)TE-0. MMMMMMMWA%� --7,�,
GENERAL CONTRACTOR AND/OR DEVELOPER
TO PROVIDE AN AS—BUILT SURVEY TO FAMILY
DOLLAR STORES UPON COMPLETION OF STORE
CONSTRUCTION.
2) ALL SITE LIGHTING MUST BE LOW LEVEL AND
DIRECTED AWAY FROM RESIDENTIALLY ZONED
PROPERTY,
203.77'
-�J
LLJ Z
<
T
kLAR 'YARD SFTP4r�
LL
CD 8, DPAGUE 2 S'
8' OPAGUE SCREENING SCREENING 49�P KING
AROUND AC AREA DUMPSTER AREA Pf ES
x
6�o 20'
AC AREA i 5,
J
Lq
CONCRETE
PAVING CD1
Cr
CO 'q.
0-
4 'PA KING 01
Sp CES
I > 01 CG V)
9 20'
FAMILY DOLLAR
Ld
I -A 8M0 mSq. Ft. 0
S 88'00 07 W
50.20'
-Z
0 2 1) 0'
METAL BLDG
MOVABLE
4
C)
< -z 7 PARKIr SPA [S
10' 20'
:D
cn
N C)
LC)
CS
C 0
97.0' OC), CONC.
�l PORCH
AREA
— 6 0 2 8.0
— — — — — — — — — — — — — —
Lo
N
0 PA KING SPACE
<
0'
>
�5011
CONCRETE
PAVING
Q Q C* n P'n I �A/
-C' I G
S
87-57'44" W
PARKING SPACES REQUIRED
28.29
(1 SPACE
PER 300 S.F.)
17 —
1 3T —32'
EIF
=
PARKING SPACES
08 —
9' X
20'
PARKING SPACES
02 —
8' X
L
HC PARKING SPACES
NAIL IN RPOLE
EXISTING CURB INLET
27 —
TBM 323.3'
PARKING SPACES PROVIDED
TL,LPHO'�E
EXISTING CURB
INLET
FIRE HYD
ExISTI[iG
'k - ' --- T T
'A
-T�,jPM
L
15" RCP STORM SEWER
STAKED AHTD
15" RCP STORM SEWER
CONCRETE SIDEV�ALK W/ADA- RAMPS
ExISTING
PROPOSED CURB LINE AS
S S
'S S —t!SMH
THIS
AREA IS UNDER CONSTRUCTION
CONCRETE SIDEWALK W/ADA RAMPS
F, "Th,jr�
1x6 CEDAR W/
3/8" GAP
2x4 TREATED
RUNNERS
SIMPSON CONNECTOR
AT EACH POST
AND RUNNER
VICINITY MAP
SCALE: 6E==�P
--k
.111ft, A Pf*lwmd
q00W 1191
qW am
8 'X 12 - lNuminailed Moka Sign
29
29'
End View
24 0"
Typic� GENERAL SPECIFICATIONS
liz P96TI21DW L� ww.�'
Op 256672 WMMbd�. D�� �.'N
:r=p� ULJ��Ull�
W�� �
b. wxh� km 7"� sy� Wd
hw� I. ---a
MJV-� IV.' LED 'a%'
M ITE GL4CK
-MrrF.
a =%"W�Uvpd�btfi"
aW hoUlt d 244r
SQUARE FEET 96.9
rc 17 10.0 AMPS
SIGN DETAIL
-'l- C I I t I
N I I I I
L -J
12" DIAM. FOOTING -712" _T
DIAM. FENCE DETAIL
SIGN PROVIDED AND INSTALLED BY FAMILY DOLLAR.
SIGN COMPANY IS RESPONSIBLE FOR CONNECT10N
OF S,GN TO JUNCTION BOX PROVIDED BY G,C.
METAL CAP FLASHING
METAL PARAPET COLOR
SELECTED FROM METAL BUILDIN G
MANUFAC-qJRER'S STANDARD COLORS
CMU
16'-1 16'
82'-3- OUT -70 -OUT
lr��=
4'1-8' 4
METAL CAP
ON POST
(TYPICAL)
AT RUNNERS
NORTH
GRAPHIC SCALE:
17 -7 -- — 1 !!!!!7
20 0 20 40
LEGEND
EXISTING TREE & SHRUB LINE
(TO BE REMOVED)
EXISTING TREE (TO BE REMOVED)
EXISTING
EXISTING
EXISTING
EXISTING
Gs EXISTING
SSMH
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
POWER POLE
OVERHEAD ELECTRIC
TELEPHONE LINE & BOX
TELEPHONE PEDESTAL
MANHOLE
SANITARY SEWER LINE
FIRE HYDRANT
WATER INE
STORM DRAIN
FENCE
NEW LANDSCAPING (TREE)
NEW LANDSCAPING (SHRUB)
NEW 8' OPAQUE SCREENING FENCE
PARKING SPACES
26 —
9' X
20'
PARKING SPACES REQUIRED
T IL v
(1 SPACE
PER 300 S.F.)
17 —
10' X
EIF
=
4'1-8' 4
METAL CAP
ON POST
(TYPICAL)
AT RUNNERS
NORTH
GRAPHIC SCALE:
17 -7 -- — 1 !!!!!7
20 0 20 40
LEGEND
EXISTING TREE & SHRUB LINE
(TO BE REMOVED)
EXISTING TREE (TO BE REMOVED)
EXISTING
EXISTING
EXISTING
EXISTING
Gs EXISTING
SSMH
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
POWER POLE
OVERHEAD ELECTRIC
TELEPHONE LINE & BOX
TELEPHONE PEDESTAL
MANHOLE
SANITARY SEWER LINE
FIRE HYDRANT
WATER INE
STORM DRAIN
FENCE
NEW LANDSCAPING (TREE)
NEW LANDSCAPING (SHRUB)
NEW 8' OPAQUE SCREENING FENCE
PARKING SPACES
26 —
9' X
20'
PARKING SPACES REQUIRED
(1 SPACE
PER 300 S.F.)
17 —
10' X
20�
PARKING SPACES
08 —
9' X
20'
PARKING SPACES
02 —
8' X
20'
HC PARKING SPACES
VAN ACCESSIBLE
27 —
TOTAL
PARKING SPACES PROVIDED
LANDSCAPING
STREET BUFFER
6 TREES REQUIRED
6 TREES PROVIDED
INTERIOR LANDSCAPE
3 TREES REQUIRED
2 1/2" DIAM.
GALV. PIPE (1 TREE PER 12 PARKING SPACES)
8' O.C. 4 TREES PROVIDED
880.18 S.F. REQUIRED
(8% OF TOTAL PARKING AREA)
1,227.91 S.F. PROVIDED
8" CRIMSON RED FLAT TRIM PANEL
6" WHITE VINYL NUMBERS 16" SQUARE, 40OW METAL HALIDE FIXTURE ON
SWIVEL BRACKET, PHOTO CELL CONTROLLED, AS
�TYP TYP. TWO PLACES
16-1 IV — MANUF. BY RUUD, MODEL #CF3440—M OR EQUAL,
1 2-0-
6" DOWN
SPOUTS
F 'I i E EXISTING ASPVAALT J T-2 3'-2' 4' THICK CONCRETE SIDEWALK x 8'-0" WIDE VERIFY LOCATION OF
-7 A-PVA-NSAS STA' DRIVING
ARKANSAS STATE-HWY #5 OR �i 12 CE— 61-01 -0. 61-01 HANDICAP RAMP NTH FLOOR PLAN AND SITE DRAWINGS
EXISTING ASPHALT 23.4' 16,
612,
DRIVING SURVACE 6" DIA. PIPE BOLLARDS 0 6' D.C. PAINTED FILLED
23.4' ASHER AVENUE R/W VARIES 1/4" GLASS IN CLEAR ANODIZED ALUMINUM FRAME (TYPICAL) PROVIDE GRAY TINTED WITH 3000 PSI CONCRETE (TYP.)
SOLAR GLASS (EXT. SIDE) IF ELEVATION FACES SOUTH OR WEST — CLEAR IF NORTH I
OR EAST. IF CODE REQUIRES INSULATED GLASS, PROVIDE 3/4"' CRASH BAR OUTSIDE STOREFRONT ONLY, ALUM. AR
1 1/4- SQ., 21" AFF
FRONT ELEVATION
SCALE: 1" = 10'
2002 Joe Crews Architects
All Rights Reserved.
All materials embodied herein
constitute an original work by the
Architect; the Architect owns all
copyrights herein. The viewer may
not reproduce, display or distribute
this work or prepare derivative
works based on this work without
the express written consent of
the copyright owner.
0 0 0 0
rmw4
00
'"Ie% W S
Joe CLV..'
Ar chit e c t
Architecture
Interiors
Planning
Accessibility Specialist
Route 2 Box 327 JB
Texarkana, Texas
75501
T. 903.793.6361
F. 903-793-3609
email: crews@txk.net
Architects Seol
Project No, 2211
Drawn Byl D.R.W.
Date: 14 OCT. 2002
SCALE: 1'=20'
JOB NO.1 021002AR
Sheet Titlet
Drawing No,
C 1