Site+PlanS
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PROJECT DATE
ARCHITECT:
PROJECT PHASE
COLE ARCHITECTS | 1008 W Main St
Boise, ID 83702 | (208) 345-1800
colearchitects.net
CONSULTANT:
STAMP:
SHEET NUMBER:
REVISIONS:
PROJECT INFORMATION:
SHEET NAME:
SEPTEMBER 28, 2018
PROJECT # | 18 - 019
CZC SUBMITTAL
ICON CREDIT UNION 10
MILE BRANCH
N. TEN MILE RD. MERIDIAN ID, 83646
MARK DATE DESCRIPTION
P R O F E S S I O N AL E
OHADIFOETA
T
S
E R I C K S O N
KSSO
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1 0 8 1 3
NGIN
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R E G I STERE
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COPYRIGHT
ERICKSON CIVIL, INC.
ALL RIGHTS RESERVED. REPRODUCTION
OR TRANSLATION OF ANY PART OF THIS
WORK WITHOUT WRITTEN PERMISSION
OF ERICKSON CIVIL, INC. IS UNLAWFUL
AND SUBJECT TO CRIMINAL
PROSECUTION.
6213 N. Cloverdale Rd, Ste 125
Boise, Idaho 83713
t.208.846.8955
f.208.846.8956
c.208.867.3954
ross@ericksoncivil.com
erickson
civil
--
1-INCHVERIFY SCALES
10-5-18
1.STORM WATER WITHIN THE SITE DEVELOPMENT LIMITS
WILL BE RETAINED ONSITE.
2.ALL SITE LANDSCAPING WILL HAVE PRESSURE IRRIGATION.
W. MCMILLAN RD.
N.
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UTILITY & DRAINAGE EASEMENT
SUBDIVISION BOUNDARY
PROPOSED EDGE OF PAVEMENT
PROPOSED GRAVITY IRRIGATION
EXITING POWER
EXISTING TELEPHONE
EXISTING SEWER MANHOLE
EXISTING FENCE
EXISTING EDGE OF PAVEMENT
EXISTING STORM DRAIN
EXISTING GAS
EXISTING PRESSURE IRRIGATION
EXISTING GRAVITY IRRIGATION
EXISTING WATER
EXISTING SANITARY SEWER
PROPOSED PRESSURE IRRIGATION
PROPOSED EDGE OF GRAVEL
PROPOSED WATER
PROPOSED STORM DRAIN
PROPOSED FIRE HYDRANT
3 CONTIGUOUS PARKING STALL COUNT
GEOTECHNICAL BORE LOCATION
PROPOSED IMPROVEMENT
EXISTING FEATURE
(P) XXXXX
(E) XXXXX
PROJECT DATA
4,800 SQ. FT.
ZONING:
BUILDING AREA:
N. TEN MILE RD. MERIDIAN, ID 83642
(C-G)
MIN. BLDG SETBACKS:
ADA COUNTY HIGHWAY DIST.
SERVICE PROVIDER
PRESSURE IRRIGATION CITY WATER
SERVICE PROVIDER
WATER & SEWER CITY OF MERIDIAN
ICON CREDIT UNION
T.208.867.3954
BOISE, IDAHO 83713
6213 N. CLOVERDALE RD.
ERICKSON-CIVIL, INC.
ROSS ERICKSON, P.E.
ENGINEER
PUBLIC ROADWAYS
OWNER
SUITE 125
PARCEL NO.:R1511000050 (SEC 27 T.4N R.1W)
STANDARD
STALLS
ACCESSIBLE
STALLS
TOTAL
VEHICULAR
PARKING
BIKE STALLS
PROPOSED 24 1 25 2
REQUIRED BY CITY 9 1 10 1
REQUIRED BY
WALMART 23 1 24 0
TOTAL SITE AREA = 0.902 AC
PARKING ANALYSIS:
THE TABLE BELOW SUMMARIZES THE REQUIRED AND AND PROPOSED
PARKING CONDITIONS.
SITE AREA:
1
1.RETAIN & PROTECT EXISTING STORM
DRAIN.
2.RETAIN & PROTECT EXISTING HUDSON
LATERAL IRRIGATION PIPE.
3.RETAIN & PROTECT EXISTING ASPHALT
PAVEMENT, CURB AND GUTTER AND
SIDEWALK.
4.TRASH TRUCK TURNING MOVEMENT
PER MCC 4-1-8.3.B. OUTSIDE TURNING
RADIUS = 45'; TRUCK DRIVE CLEARANCE
WIDTH = 12'; BACK UP DISTANCE = 50'
MIN.
5.EXISTING FIRE HYDRANT.
6.EXISTING TRANSFORMER.
7.EXISTING TELEPHONE PEDESTAL.
8.EXISTING CONCRETE SIDEWALK.
9.EXISTING WATER METER TO SERVICE
SITE.
10.EXISTING SEWER STUB TO SERVICE
SITE.
11.BICYCLE PARKING (2-PARK).
12.NEW CONCRETE CURB.
13.NEW CONCRETE SIDEWALK.
14.NEW PATIO.
15.NEW PEDESTRIAN RAMP.
16.NEW VALLEY GUTTER.
17.NEW TRASH ENCLOSURE - 12' X12' MIN.
INSIDE DIMENSIONS. DOORS SHALL
SWING OUT TO 120 DEGREES.
18.NEW ASPHALT PAVEMENT.
19.SITE LIGHTING.
SITE ADDRESS:
FRONT STREET: 25'; FRONT, REAR, SIDE: 0'
5-FEET ALONG SERVICE DRIVESPARKING SETBACK:
ICON CREDIT UNION
4,800 SQ. FT.
10.21'
11.01'
9.33'
10
.
3
5
'
11
.
0
3
'
25.00' NEW
APPROACH
12
.
0
3
'
12
.
8
8
'
25.31'
25.95'
78.69'
78.17'
25.00'
85
.
0
6
'
51.64'
28
.
7
0
'
29
.
3
0
'
22.03'
22.51'
7.00'
9.
0
0
'
TY
P
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17.00' TYP.
9.
0
0
'
TY
P
.
17.00' TYP.
4.
5
0
'
6.
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0
'
7.00'
25.00'
9.00'
TYP.
17
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0
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9.00'
TYP.
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T
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9.00'
TYP.17
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T
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9.00'
TYP.17
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0
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T
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7.
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18.00'
24
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5
0
'
10.50'10.50'10.50'
25
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0
0
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N
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AP
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25
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0
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'
8.00'
10.00'
13
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3
3
'
25
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0
0
'
25.00' LANDSCAPE
EASE.
18.99' ACHD
SIDEWALK
EASE.
9.99' UTILITY
EASE.
20
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0
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S
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HU
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CITY SEWER &
WATER EASE.
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R4.00
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R15
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R25.0
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R3.0
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R15.00'
R15.
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6.
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6.
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0
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3.17'
3.17'
ROOF
OVERHANG
17
18 18
18
18
18
54
6 5
2
3
PROJECT SITE
Feet
0 20 40
T.208.345-1800
BOISE, IDAHO 83702
1008 W. MAIN ST.
MATT HUFFIELD
COLE ARCHITECTS
ARCHITECT
7.
0
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7.
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12
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R
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R
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5
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R17.50
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R3
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R30.00
'
CZC.1
CZC Site Plan
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