HomeMy WebLinkAboutZ-8653 Map 2A
N
C
D
F
G
F
4
Z
='-OtLE WAY -
Li
GENERAL SITE PLAN
Scale: 1" = 10'-0"
i
ASPHALT PAVING TO HAVE Z"��W,EARING U U
SURFACE ON 6" CRUSHED -ROCK OR
16L BASE ON COMPACTED SOIL �
_ 2 ♦_V�l,TH 6" CO C TYP)
_ E SI3�LK E TRAFFI '
2 _ °3�',� GN T _TS
,
11 '
cr0 1 20, 25
s� �i 12.33) E�
24, 1-
15'
3 E - 07 2 STOP
_7�;. ! I G H T
CONCRETE PATIO I
' 2 ` AREA 00 ; PYLON SIGN
24. 25''
- �141 6.75'�
_ I / i
I ,
1 E 4
6 -PISO€' O SE D JIMMY J 0 H N' S - ---- ------„--------------- --- �
\ ° GOURMET SANDWICHES - d
1 r 610 S.F.
E_ _ N - --E--
�/ TRAS ENCLOSURE �J
E E,
o
80,310-
I
5
r u I
" REINFORCED,CONCRETE WITH #41 ---_-
i f BAR @ `�j 8'//0.C. EACH WAY (TYP
Wf 1H 6 T�LL CONCRETE CURB'�.
-301 ,
ELEC. SIGN
"DRIVE THRU"
— i J
CONCRETE E
P
N / 1
h
E
,i
/
/
/
/
/
/
/
/
�O
C
/
/
/
/
PROJECT DATA:
Vigm
PROPOSED
FACILITY S.F.
1,610 S.F.
15.3%
PROPOSED
ASPHALT S.F.
5,1B6 S.F.
49.4%
PROPOSED
CONCRETE S.F.
2,130 S.F.
20.4%
PROPOSED
GREEN S.F.
1,564 S.F.
14.9%
TOTAL SITE
AREA S.F.
10,490 S.F.
100%
GENERAL SITE PLAN NOTES:
1. CONSTRUCTION DEBRIS MUST BE CLEARED FROM ALL
STORMWATER STRUCTURES AND VERIFIED BY A SITE INSPECTION FROM
THE PLANNING DEPARTMENT.
2. A SOILS REPORT MUST BE DONE AND SIGNED BY A
PROFESSIONAL ENGINEER AND MUST BE INCLUDED NTH THE BUILDING
PERMIT APPLICATION.
3. ALL SIGNS ON THE SITE WILL REQUIRE SEPERATE PERMITS.
4. INTERIOR SIDEWALKS ARE THE RESPONSIBILITY OF THE PROPERTY
OWNER AND MUST BE INSTALLED PRIOR TO A CERTIFICATE OF
OCCUPANCY.
5. A PERIMETER BUFFER STRIP SHALL BE TEMPORARILY MAINTAINED
AROUND THE DISTURBED AREA. THE MINIMUM IS DOUBLE ROW OF
SILT FENCING.
6. ALL PARKING LOTS AND DRIVEWAYS ARE TO BE PAVED
KEY NOTES - SITE PLAN
F1 HANDICAP PARKING SPACE.
�2 LINE INDICATES EDGE OF CURB 0 ASPHALT DRIVEWAYS
/ PARKING AREAS.
EflLINE INDICATES EDGE OF CONCRETE SIDEWALK.
❑4 UNE INDICATES EDGE OF 8' HIGH OPAQUE TRASH
ENCLOSURE.
ElLINE INDICATES CONCRETE CONTROL JOINTS IN
CONCRETE SIDEWALKS TO BE 8'-0" O.C. — VERIFY WITH
OWNER.
1flLINE INDICATES EDGE OF MENU BOARD AND ORDERING.
SITE PLAN LEGEND:
NEW BUILDING
ENEW ASPHALT PAVING. 2" PAVING
COURSE ON 6" CRUSHED ROCK BASE
NEW CONCRETE SIDEWALK. SIDEWALKS
TO HAVE CONTROL JOINTS ®5'-0"
O.C. MAX. AND EXPANSION JOINTS
25'-0" O.C. MAX.
ALL UNHATCHED AREAS INDICATES
LIVING GROUND COVER (GRASS SEED
& STRAW).
-- PROPERTY LINE
- — — — - ADJACENT PARCEL LINES
LITTLE ROCK BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE BOARC OF IJUST NT
MINUTE RECORD DATEC
8Y:
Professional Seal
4 k
�w
b{, ti r a ;1e S �
,b4 t 4
r
G r .�:
W L 'ygR
Jb � PC
Professional Seal
Revisions
1 04.06.11 OWNER REVIEW COMMENTS
SPECIAL NOTICE:
In the event the client consents to, allows, authorizes
or approves of changes to any plans, specifications or
other construction documents, and these changes are
not approved in writing by the design professional, the
client recognizes that such changes and the results
thereof are not the responsibility of the design
professional. Therefore, the client agrees to release
the design professional from any liability arising from
the construction, use or result of such changes. In
addition, the client agrees to the fullest extent
permitted by law, to indemnify and hold the design
professional harmless from any damage, liability or
cost (including reasonable attorney's fees and coats of
defense) arising from such changes.
Copyright (C� 2011 by GODWIN + ASSOCIATES. All rights
reserved. V. part of this drawing may be reproduced
by photocopy or by any other means, or stoma,
processed, or transmitted in or by any computer or
other systems without the prior written permission of
GODWIN + ASSOCIATES.
Project Number: 41033
Drawn By: JAG
Reviewed By: WRG
Date: 03.29.1 1
Jimmy
John's
Gourmet
Sandwiches
S.W. Corner of 7th and Broadway
Little Rock, Arkansas 72201
General Site Plan
CONSTRUCTION DOCUMENTS
Sheet Number
C1.1
A
8
D
F
F
W
-8 6S