Submitted PlansX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X XXXXXXXXXXXXXXXXXXXX
1
2
3
4
5 66ABC
OV
E
R
L
A
N
D
R
D
.
EXISTING DRIVELANDSCAPE SETBACK 5' - 0"LANDSCAPE SETBACK5' - 0"
B
U
F
F
E
R
(
E
)
3
5
'
-
0
"
8
'
-
0
"
5
8
'
-
0
"
11
0
'
-
0
"
LINE OF EXISTING DRIVE
MU
L
T
I
-
T
E
N
A
N
T
B
U
I
L
D
I
N
G
6
,
3
8
0
S
.
F
.
EXISTING DRIVE APPROACHEXISTING WALK
EX
I
S
T
I
N
G
W
A
L
K
1
'
-
6
"
SH
A
R
E
D
D
R
I
V
E
A
I
S
L
E
12
'
-
6
"
12
'
-
6
"
1
7
'
-
0
"
5' - 2 1/4"
5'
-
6
"
19
'
-
0
"
5'
-
0
"
63
'
-
0
"
5'
-
6
"
63' - 0"LANDSCAPE SETBACK5' - 0"
EX
I
S
T
I
N
G
TR
A
N
S
F
O
R
M
E
R
TO
R
E
M
A
I
N
24
'
-
6
"
81
'
-
0
"
14' - 0"5' - 0"
EX
I
S
T
I
N
G
P
R
O
P
E
R
T
Y
L
I
N
E
NE
W
P
A
R
K
I
N
G
NE
W
P
A
R
K
I
N
G
NE
W
P
A
R
K
I
N
G
N
E
W
P
A
R
K
I
N
G
CO
N
C
.
W
A
L
K
C
O
N
C
.
W
A
L
K
(2
)
H
.
C
.
P
A
R
K
I
N
G
ST
A
L
L
S
4"
D
I
A
G
.
S
T
R
I
P
I
N
G
@
2
4
"
O
.
C
.
EX
I
S
T
I
N
G
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
&
V
E
G
I
T
A
T
I
O
N
T
O
R
E
M
A
I
N
DR
1
.
0
3
31
'
-
6
"
5'
-
0
"
25
'
-
0
"
AS
P
H
A
L
T
P
A
V
I
N
G
58' - 0"
12
'
-
6
"
EXISTING SITE POLE LIGHTNEW C O N C . W A L K
TR
A
S
H
EN
C
L
O
S
U
R
E
BIKE RACK DETAILDR 1.03
PO
L
E
L
I
G
H
T
TY
P
.
9'
-
0
"
D
R
I
V
E
A
I
S
L
E
2
5
'
-
0
"
2
0
'
-
0
"
5' - 0"PROPERTY LINE
NE
W
6
F
T
.
H
I
G
H
V
I
N
Y
L
F
E
N
C
E
PR
O
J
E
T
SI
T
E
OR
T
H
NSU
B
D
I
V
I
S
I
O
N
K
E
Y
P
L
A
N
D
O
R
A
D
O
S
U
B
D
I
V
I
S
I
O
N
(
C
-
G
)
(
R
1
)
PA
R
C
E
L
1
PA
R
C
E
L
2
P
A
R
C
E
L
3
9
10
11
12
13
14
15
O
V
E
R
L
A
N
D
W
A
Y
S
U
B
D
I
V
I
S
I
O
N
16
4
6
P
A
R
C
E
L
4
8
BL
O
C
K
1
7
PA
R
C
E
L
9
LO
T
2
3
3
PA
R
C
E
L
8
P
A
R
C
E
L
7
1
BL
O
C
K
1
PR
O
P
O
S
E
D
BL
D
G
.
P
A
R
C
E
L
5
P
A
R
C
E
L
6
5
B
L
O
C
K
1
•PARCEL No.: R1901110022 •PROPERTY DESCRIPTION: LOT 02 & POR LOT 04 INC BLK 01, DORADO SUB PARCEL 9 R/S 7551 #0020-C #0040-B •ZONING: C-G •SITE AREA: .664 Ac •BUILDING AREA: 6,380 SQ. FT.•PARKING SPACES REQUIRED: 6,380 SQ. FT. @ 1:500 = 13 STALLS REQ'D TOTAL SPACES PROVIDED = 29 INCL. (2) H.C. STALLS •BIKE SPACES REQUIRED: 1:25 PARKING SPACES = (2)BIKE SPACES PROVIDED (2)•ALL STORM WATER DRAINAGE SHALL BE RETAINED ON SITE. WATER SHALL BE DIRETED TO CATCH BASINS TO SUBSURFACE RETAINAGE BASINS •ALL UTILITIES ARE AVAILABLE ON SITE OR IN ADJACENT STREETSSITE INFORMATION
P
R
O JE C T
S
I
T EW OVERLAND RD
VI
N
C
I
N
I
T
Y
M
A
P
NORTH MERIDIAN, ID
S
E
A
G
L
E
R
D
BR
SY
M
.
CP
CO
M
M
O
N
N
A
M
E
BL
U
E
R
U
G
J
U
N
I
P
E
R
CH
A
N
T
I
C
L
E
A
R
P
E
A
R
SI
Z
E
A
T
P
L
A
N
T
I
N
G
2"
C
A
L
I
P
.
B
a
n
d
B
SC
I
E
N
T
I
F
I
C
N
A
M
E
JU
N
I
P
E
R
U
S
H
O
R
I
Z
O
N
T
A
L
I
S
"B
L
U
E
C
H
I
P
"
PY
R
U
S
C
H
A
N
T
I
C
L
E
A
R
CA
L
L
E
R
Y
A
N
A
AA
AM
E
R
I
C
A
N
A
R
B
O
R
V
I
T
A
E
1
G
A
L
.
TH
U
J
A
O
C
C
I
D
E
N
T
A
L
I
S
NO
T
E
S
:
A
L
L
L
A
N
D
S
C
A
P
E
A
R
E
A
S
T
O
R
E
C
E
I
V
E
R
O
C
K
O
R
W
O
O
D
M
U
L
C
H
O
V
E
R
L
A
N
D
S
C
A
P
E
F
A
B
R
I
C
.
I
R
R
I
G
A
T
I
O
N
T
O
B
E
D
E
S
I
G
N
B
U
I
L
T
B
Y
L
A
N
D
S
C
A
P
E
C
O
N
T
R
A
C
T
O
R
BB
BU
R
N
I
N
G
B
U
S
H
KF
KA
R
L
F
O
E
R
S
T
E
R
G
R
A
S
S
2"
C
A
L
I
P
.
B
a
n
d
B
2
G
A
L
.
2
G
A
L
.
EU
O
N
Y
M
U
S
A
L
A
T
U
S
CA
L
A
M
O
G
R
A
T
I
S
LA
N
D
S
C
A
P
E
L
E
G
E
N
D
3'
-
0
"
12
"
1/
2
"
P
R
E
M
O
L
D
E
D
J
O
I
N
T
FI
L
L
E
R
.
4"
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
ON
E
-
P
I
E
C
E
2
"
D
I
A
.
O
.
D
.
ST
E
E
L
P
I
P
E
R
A
C
K
W
/
BA
K
E
D
O
N
P
O
W
D
E
R
CO
A
T
F
I
N
I
S
H
TY
P
.
8x
4
x
1
/
4
"
P
L
A
T
E
W
I
T
H
(
2
)
1/
2
"
D
I
A
.
T
A
P
C
O
N
CO
N
C
R
E
T
E
S
C
R
E
W
S
TY
P
.
E
A
.
S
I
D
E
2
"
1
1
/
2
"
8"
4
"
3
'
-
0
"
5"
C
O
N
C
R
E
T
E
S
L
A
B
.
SL
O
P
E
A
T
1
/
8
"
/
F
T
.
T
O
DR
A
I
N
S
L
O
P
E
5"
C
O
N
C
R
E
T
E
A
P
R
O
N
W/
T
H
I
C
K
E
N
E
D
E
D
G
E
.
(F
L
U
S
H
W
I
T
H
A
S
P
H
A
L
T
PA
V
I
N
G
)
12
0
D
E
G
.
SW
I
N
G
(2
)
6
"
D
I
A
.
P
I
P
E
BO
L
L
A
R
D
S
,
R
E
:
PA
I
R
S
W
I
N
G
G
A
T
E
S
-
MO
U
N
T
O
N
6
x
6
H
.
S
.
S
.
PO
S
T
S
G
A
T
E
S
W
I
N
G
TO
H
A
V
E
1
1
'
-
4
"
C
L
R
.
OP
E
N
I
N
G
,
R
E
:
6
"
C
O
N
C
R
E
T
E
P
A
D
2
0
'
-
6
"
12
'
-
0
"
1
0
'
-
8
"
6
F
T
.
H
I
G
H
,
8
"
C
M
U
TR
A
S
H
E
N
C
L
O
S
U
R
E
TO
M
A
T
C
H
B
U
I
L
D
I
N
G
8"
8"
10
'
-
8
"
8
"
REVISIONS:SHEET OFFORDRAWN BY: DATE:CHECKED: JOB NO.:STAMP 2976 E OVERLAND RD MERIDIAN , ID 83642 JGT 1697NPT01/06/17OVERLAND MULTI-TENANT BLDG DESIGN REVIEW COVER / SITE /LANDSCAPE PLAN DR 1.0 3 1
1
/
1
6
"
=
1
'
-
0
"
1
SI
T
E
/
L
A
N
D
S
C
A
P
E
P
L
A
N
ORTH N
1
/
2
"
=
1
'
-
0
"
2
BI
K
E
R
A
C
K
D
E
T
A
I
L
1
/
8
"
=
1
'
-
0
"
3
TR
A
S
H
E
N
C
L
O
S
U
R
E
-
P
L
A
N
-
EX
T
E
R
.
P
E
R
S
P
E
C
T
I
V
E
11
0
'
-
0
"
6,
3
8
0
S
.
F
.
1
2
3
4
5 6 A
A
B
B
C
C
5
1
/
2
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22' - 0"5 1/2"
1
0
1
/
2
"
2
9
'
-
0
"
2
9
'
-
0
"
5
1
/
2
"
8' - 0"12' - 0" STOREFRONT 8' - 8"2' - 8"25' - 4"2' - 8"4' - 0"10' - 0"4' - 0"
18
'
-
0
"
20
'
-
1
0
1
/
4
"
3'
-
4
"
27
'
-
4
"
3'
-
4
"
20' - 10 1/4"18' - 0"
8
'
-
0
"
S
T
O
R
E
F
R
O
N
T
1
2
'
-
0
"
8
'
-
8
"
2
'
-
8
"
2
8
'
-
0
"
2
'
-
8
"
3
'
-
0
"
6'
-
1
1
/
2
"
ST
O
R
E
F
R
O
N
T
12
'
-
0
"
9'
-
4
"
ST
O
R
E
F
R
O
N
T
12
'
-
0
"
2'
-
0
"
4'
-
8
"
3'
-
4
"
ST
O
R
E
F
R
O
N
T
12
'
-
0
"
3'
-
4
"
4'
-
8
"
2'
-
0
"
12
'
-
0
"
S
T
O
R
E
F
R
O
N
T
9' - 4"STOREFRONT12' - 0"6' - 1 1/2"4' - 6"3' - 0"4' - 6"
5
8
'
-
0
"
29' - 0"29' - 0"5 1/2"
UT
I
L
I
T
Y
RO
O
M
9
1
/
2
"
MU
L
T
I
-
T
E
M
A
N
T
BU
I
L
D
I
N
G
10
"
11
0
'
-
0
"
10 1/2"10 1/2"58' - 0"5 1/2"
4'
-
0
"
10
'
-
0
"
4'
-
0
"
MA
I
N
E
N
T
R
Y
MA
I
N
E
N
T
R
Y
MA
I
N
E
N
T
R
Y
MA
I
N
E
N
T
R
Y
MAIN ENTRY PROPOSED TOILET ROOMS
AL
U
M
I
N
U
M
ST
O
R
E
F
R
O
N
T
FR
A
M
I
N
G
(
T
Y
P
.
)
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22
'
-
0
"
22' - 0"3' - 4"6' - 0"
6'
-
0
"
3'
-
4
"
REVISIONS:SHEET OFFORDRAWN BY: DATE:CHECKED: JOB NO.:STAMP 2976 E OVERLAND RD MERIDIAN , ID 83642 JGT 1697NPT01/06/17OVERLAND MULTI-TENANT BLDG DESIGN REVIEW FLOOR PLAN DR 2.0 3 2
3
/
1
6
"
=
1
'
-
0
"
1
FL
O
O
R
P
L
A
N
ORTH N
FLOOR HT.100' - 0"1 2
3
4
5
6
T.O. WALL 120' - 0"ROOF PLAN 117' - 0"UPPER WALL 125' - 0"MID WALL 122' - 0"
ST
U
C
C
O
F
I
E
L
D
FI
N
I
S
H
-
T
A
N
HORIZONTAL HARDBOARD FINISH SIDING - PAINT ACCENT COLOR GROUND FACE CMU
PR
E
F
I
N
I
S
H
E
D
ME
T
A
L
EY
E
B
R
O
W
PREFINISHED METAL AWNING
AL
U
M
.
C
A
N
O
P
Y
EN
T
R
Y
O
V
E
R
H
A
N
G
AL
U
M
.
S
T
O
R
E
F
R
O
N
T
DO
O
R
&
W
I
N
D
O
W
S
,
T
Y
P
.
TO
W
E
R
(
B
E
Y
O
N
D
)
STUCCO REVEAL JOINT, TYP.
EX
T
E
R
.
A
C
C
E
N
T
LI
G
H
T
I
N
G
F
I
X
T
U
R
E
,
T
Y
P
.
PR
E
F
I
N
I
S
H
E
D
M
T
L
.
P
A
R
A
P
E
T
CO
P
I
N
G
C
A
P
,
T
Y
P
.
ST
U
C
C
O
A
C
C
E
N
T
CO
L
O
R
STUCCO REVEAL
SI
G
N
A
G
E
PREFINISHED MTL EYEBROWTOWER (BEYOND)
2
'
-
0
"
2' - 0"
ST
U
C
C
O
AC
C
E
N
T
B
A
N
D
FLOOR HT.100' - 0"A B
C
T.O. WALL 120' - 0"UPPER WALL 125' - 0"MID WALL 122' - 0"T.O CMU 112' - 0"FLOOR HT.100' - 0"
1
2
3
4
5 6 T.O. WALL 120' - 0"UPPER WALL 125' - 0"MID WALL 122' - 0"T.O CMU 112' - 0"
HO
R
I
Z
O
N
T
A
L
H
A
R
D
B
O
A
R
D
S
I
D
I
N
G
-
P
A
I
N
T
A
C
C
E
N
T
C
O
L
O
R
STUCCO FIELD 1STUCCO REVEAL JOINT
PR
E
F
I
N
I
S
H
E
D
MT
L
.
C
O
P
I
N
G
GROUND FACE CMUSTUCCOACCENT COLOR
PR
E
F
I
N
I
S
H
E
D
M
E
T
A
L
AW
N
I
N
G
WA
L
-
P
A
K
LI
G
H
T
I
N
G
ST
U
C
C
O
AC
C
E
N
T
C
O
L
O
R
FL
O
O
R
H
T
.
10
0
'
-
0
"
A
B
C
T.
O
.
W
A
L
L
12
0
'
-
0
"
UP
P
E
R
W
A
L
L
12
5
'
-
0
"
MI
D
W
A
L
L
12
2
'
-
0
"
T.
O
C
M
U
11
2
'
-
0
"
PR
E
F
I
N
I
S
H
E
D
CO
P
I
N
G
ME
T
A
L
HO
R
I
Z
.
H
A
R
D
BO
A
R
D
S
I
D
I
N
G
.
PA
I
N
T
A
C
C
E
N
T
CO
L
O
R
AL
U
M
I
N
U
M
ST
O
R
E
F
R
O
N
T
ST
U
C
C
O
F
I
N
I
S
H
FI
E
L
D
C
O
L
O
R
WA
L
L
S
C
O
N
C
E
GR
O
U
N
D
F
A
C
E
CM
U
ST
U
C
C
O
C
O
L
O
R
S
EX
T
E
R
I
O
R
C
M
U
FI
E
L
D
AC
C
E
N
T
AL
U
M
I
N
U
M
ST
O
R
E
F
R
O
N
T
-
D
A
R
K
B
R
O
N
Z
E
AN
O
D
I
Z
E
D
-
-A
C
C
E
N
T
R
E
D
-
PR
E
F
I
N
I
S
H
E
D
ME
T
A
L
S
/
T
R
I
M
-D
A
R
K
G
R
E
Y
-
BA
S
A
L
I
T
E
:
16
"
X
8
"
X
8
"
66
0
(O
L
D
P
Y
R
A
M
I
D
)
GR
O
U
N
D
F
A
C
E
HO
R
I
Z
O
N
T
A
L
H
A
R
D
BO
A
R
D
S
I
D
I
N
G
MA
T
E
R
I
A
L
L
E
G
E
N
D
PR
E
F
I
N
I
S
H
E
D
M
E
T
A
L
SH
E
R
M
A
N
WI
L
L
I
A
M
S
:
-S
W
6
1
4
1
"S
O
F
T
E
R
T
A
N
"
SH
E
R
M
A
N
WI
L
L
I
A
M
S
:
-S
W
7
0
4
6
"A
N
O
N
Y
M
O
U
S
"
3
/
1
6
"
=
1
'
-
0
"
1
No
r
t
h
3
/
1
6
"
=
1
'
-
0
"
2
Ea
s
t
3
/
1
6
"
=
1
'
-
0
"
4
So
u
t
h
3
/
1
6
"
=
1
'
-
0
"
3
We
s
t
REVISIONS:SHEET OFFORDRAWN BY: DATE:CHECKED: JOB NO.:STAMP 2976 E OVERLAND RD MERIDIAN , ID 83642 JGT 1697NPT01/06/17OVERLAND MULTI-TENANT BLDG DESIGN REVIEW ELEVATIONS DR 3.0 3 3