Site Plana
Le
F
E
0
C
B
,0
1 1 2 1 3 1 4 1 5 6 7 1 8 1 9 1 10
PROJECT LIMITS
♦
----------------------
----------------------- ----- -- -
I
PLAY
AREA I
I
I
PROJECT LIMITS
1�'-/Ihll
FUTURE EXPANSION 3 -
I I
2)
EMSMNIG PARING
NEW'
MAINT.*
BLDG.
EXISTING
TRASH
I
I.
1.
NEW BUILDING AREA
EXPANSION PATIO . "
1
1
O � '
O \
EXISTING BUILDING
\
\
\
\
\
MAIN LEVEL = 26126F5 6P. `\ � ,
\
TOT,4L BL DG = 3E�,2 2 -1 6F,
1
'iC
:C� ' `\ a 4 i ``'♦ ♦ �\ i''
/ / / I / ♦♦ y'- I I `lam / ♦ \ � " ` \
i i i '��. i Y ' I i ``�♦♦ `�� ' \ � " " \` ' �, . /
14 -------------- ' �� \\
i
---------------+-----+---------------�-J
L
It
1�---- rr� fir-------gZ1
/ `\\ `\\ a`'� ♦♦♦` j I ' % i i i `\ �i `\ / \
' / �`f,,y� �`,c_, - ' 1 / , 11Q 11 \ .r � ♦ i �`.� i i j ♦ / / / li (�,�"" \ \ \ , \
may. \ I / `' ♦ ` 11 11 / 11 ' \ 1 \
b
/
/
%I Y
h 1
Y Ay
GENERAL SITE NOTES
1. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR
PROPER REMOVAL TECHNIQUES AND DISPOSAL OF
DEBRIS. CLEARING WORK SHALL BE COORDINATED WITH
ALL AFFECTED UTILITY COMPANIES AND SHALL CONFORM
WITH CITY, COUNTY, AND STATE CODES AND ORDINANCES
FOR THE PROPER DISPOSAL OF DEBRIS.
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING, IDENTIFYING AND PROTECTING ANY UTILITIES
THAT ARE TO REMAIN FOR DAMAGE. ANY UTILITY LINES
THAT ARE IDENTIFIED BY THE LOCAL UTILITY COMPANIES
AS ACCEPTABLE FOR REMOVAL SHALL BE DONE IN
ACCORDANCE WITH THE STANDARDS ESTABLISHED BY
THE UTILITY COMPANY AFFECTED.
3. ALL NEW PLUMBING, MECHANICAL, AND ELECTRICAL
SERVICES INTO THE NEW CONSTRUCTION AREAS SHALL
BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL
CODES AND ORDINANCES.
4. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO
THE PLANS AND 2015 EDITION OF THE INTERNATIONAL
BUILDING CODE.
5. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL
DIMENSIONS AND ELEVATIONS PRIOR TO STARTING ANY
WORK. INFORM THE ARCHITECT OF ANY DISCREPANCIES
FOUND PRIOR TO PROCEEDING WITH THE WORK.
(o. ALL STORM WATER IS TO BE RETAINED ON SITE AND
DIRECTED TO RETENTION AREAS INDICATED ON CIVIL
DRAWINGS.
I. ALL PLANTS ARE TO CONFORM TO THE AMERICAN
ASSOCIATION OF NURSERYMAN STANDARDS IN TERMS OF
S 1 ZE AND QUALITY.
8. ALL CONCRETE CURBS TO HAVE 5'-0" RADIUS UNLESS
NOTED OTHERWISE.
9. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND
DRAINAGE DESIGN.
10. ALL PARKING AREAS AND DRIVEWAYS ARE TO BE PAVED
UNLESS NOTED OTHERWISE. REFER TO CIVIL DRAWINGS.
KEYNOTES
O NEW ASPHALT PAVED DRIVE LANES.
O NEW CONCRETE FLATUWORK. REFER TO DETAIL 3/A-4.0
AS WELL AS CIVIL DRAWINGS BY OTHERS.
O LANDSCAPE AREA. REFER TO LANDSCAPE DRAWINGS
BY OTHERS.
® NEW ASPHALT PAVED DRIVE WALKWAY.
O 14'-0'' OF EXISTING CURB AS INDICATED TO BE
REMOVED.
® EXISTING CONCRETE FLATUWORK/SIDEWALK TO REMAIN.
O EXISTING CURB TO REMAIN.
SYMBOL LEGEND
MAINTENANCE BUILDING LOCATION,
SEE FLOOR PLAN ON SHEET A-3.0,
NEW CONCRETE SURFACE
NEW ASPHALT SURFACE
AP P ROVALS
ARCHITECTURE_
NORTHWEST, PA
RANDALL HAVERFIELD A.I.A.
224 16th AVENUE SOUTH
NAMPA, IDAHO 83651
OFFICE: (208) 467-3377
FAX: (208)467-4343
www.arcnw.com
C O P Y R I G H T
All rights reserved.
Reproduction without
written permission of
Architecture Northwest, PA
is unlawful and subject to
criminal prosecution.
Seals
LICENSED
ARCHITECT
AR-1372
IRANDALL C. HAVFRFIFLDI
OLL
U
O
=
Q
O
:
0
Z
Z
_
U
Q
z
0
U
w
Q
w
z
Q
C/)
Q
O
�U
w
z
-
J
U)
O
IZ
�
J
Y
z
Q
O
�
�
Iz
w
w
Z
1 1 1
o
�
�
M
IRevisions
MRK DATE DESCRIPTION
JOB NO: 2019-39
DATE:
DEC.2020
DRAWN BY:
PN
CHECKED BY:
RH
Drawing Title
SITE
PLAN
Sheet Number
A=2mO
SHEET 2 OF 6
1 1 2 1 3 1 4 1 5 1 6
VI
0
9 1 10