HomeMy WebLinkAboutSITE PLAN - 18-00334 - 720 Cornelison - Juniper Sands - Bike Parking/StorageID
I
I
I
I
I
I
I
I
I
I
lO
I
I
I
I
I
I
1
O
ITH SOUTH
20' 5ETBACK '-Q° O _ 20' .SETBACK O `
NIL -
@15U I LO I N(Sp I
10 - MAIN FLOOR ELEVATION = 4803.06
O' BUILDINBASEMENT
AREA N6,D520 FLOOR
L 27��8 5F 4 " X 48"
30"X48"
AREA OF REFUGE
2 RISER5 ® 6"
10
52' O" 24'-0" '� -
F G 14
15
II Oq
® ® q(j&„ ® o
' 0, p •
Mw '21
52'-0" 241-0" 52
32'-0"
O
46
In
m
RISERS 0 61
Pi
5UILi:�ING 2
MAIN FLOOR
ELEVATION = 4803.06
ct BASEMENT FLOOR
ELEVATION = 4782.81
BUILDING AREA =
2O , tel„ 8,258 X 4 = 33,032 5F
0
109
12
z
N
50'
m 0 Q
/ 12 IA
II 0 N
14
E3; =mill IN6 3
MAIN FLOOR ELEVATION = 4803.06
5'-10 BASEMENT FLOOR ELEVATION = 4782.81
BUILDIN6 AREA = 111625 X 4 = 58,500 5F
25'-0"
SITE PLAN - LAYOUT
50ALE: 1 " = 30'
NORTH
i
i
I
i
i
I
1
6/21/17
m
Fz
N
N
M M
Co
WCo
p o
a
o X
J
' 0, p •
Mw '21
52'-0" 241-0" 52
32'-0"
O
46
In
m
RISERS 0 61
Pi
5UILi:�ING 2
MAIN FLOOR
ELEVATION = 4803.06
ct BASEMENT FLOOR
ELEVATION = 4782.81
BUILDING AREA =
2O , tel„ 8,258 X 4 = 33,032 5F
0
109
12
z
N
50'
m 0 Q
/ 12 IA
II 0 N
14
E3; =mill IN6 3
MAIN FLOOR ELEVATION = 4803.06
5'-10 BASEMENT FLOOR ELEVATION = 4782.81
BUILDIN6 AREA = 111625 X 4 = 58,500 5F
25'-0"
SITE PLAN - LAYOUT
50ALE: 1 " = 30'
NORTH
i
i
I
i
i
I
1
6/21/17
m
3 R15ER5 ® 6"
30"X 413.
AREA OF REFUGE --
MOTES
OI 24" WIDE VALLEY GUTTER
O INLET BOX
O 6" CONCRETE DRIVE A5 PER CITY OF REXBUR6
STANDARDS.
O MONUMENT SIGN - PROVIDE POWER A5 REQU I RED BY
SIGN MANUFACTURER
O5 STEEL HANDRAIL BOTH 51 DE5 OF 5TA1 R5 - PAINTED
O6 IS" CONCRETE CATCH CURB - LOW BACK
O DUMP5TER PAD - SCREEN A5 PER CITY ORDINANCE
OS LANDSCAPE AREA/SNOW STORAGE
O 4" CONCRETE WALK.
10 IS" AIDE CONCRETE RELEASE CURB
II DEPRESSED CONCRETE HC RAMP SEE DETAIL D/5D1.1
12 4" PAINTED PARKING STRIPES.
13 HC PARKING SYMBOL.
14 HC PARKING SIGNAGE TYP. OF 8
15 PAVEMENT SECTION - 2" ASPHALT PAYING, 4"
GRANULAR BASE AND 12" ENGINEERED FILL MIN.
16 TRUNCATED DOMES IF REQU I RED BY CITY
PARKIN& Lr=Gr=NO
152 ONE BEDROOM UNITS 12 TWO BEDROOM UNITS
222 SPACES REQU I RED BY ORDINANCE
226 SPACES PROV I DED
47 Q'X20' = 21%
7 ACCESSIBLE SPACES REQUIRED A5 PER TABLE 1106.1
SNOA STORAGE
62,2555F OF PARKING AREA
7,'745 5F OF SNOW STORAGE
A
w
oq
0
a_
W
ry
U
w
_
U
¢
W
_
t -
W
0
z
w
C4
z
0
U
z
w
3
D
0
_
3
¢
w
A
0
z
LO
w
Q
cl
z
3
o'
Q
w
0
w
0
D
la
w
N_
0
¢
z
z
J
O
H
Z
O
U
Q
Z
¢
D_
_
W
z
3
0
J
0
0
z
a
w
o'
U
W
_
U
W
_
Q
z
¢
a-
0
U
PA
Q
W
U
W
0
a_
w
o'
Z
L7
W
Q
Q
z
LD
3
ra
u
J
J
0_
W
U
0
3
o,
0
u
BRENT A. McFARLAND AR -2561
6/21/17
STATE OF IDAHO
Fz
N
N
M M
Co
WCo
p o
a
o X
p
D'
m o
W N
�
I
Q�
U�
N o
® 7 �
I w
LL'U
Ld
¢
e� >
_ i 00
U
o Q
m<
NZ �
CONSULTANTS:
STRUCTURAL ENGINEERING
Frost Structural Engineering
j 1020 Lincoln Road
II Idaho Falls, Idaho 83401
(208) 227-8404
Fax (208) 227-8405
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center Street
Pocatello, Idaho 83204
(208) 233-0501
Fax (208) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
I
Y
Q
V �
1
■
L
Q
0-
w
U
Z
�
a
REVISION:
DRAWN BY.
JOB NO:
JRW
bq4
CHECKED BY:
DATE:
JRW
JUNE ' 17
PLOT DATE: 6-07-18
DRAWING NO.
FILE: 694-SD1.1-1-0 * SD1.1
OF