18229.01 ICCU Building_Civil Site Plan1
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SURFACE
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GROUND LEVEL
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JOB N0.:
7
CHECKED BY:
SHEET NO.
7
DRAWN BY:
DATE:
4
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CONSULTANTS:
PHASE:
COPYRIGHT All rights reserved. Reproduction or use in any form
or by any means -- graphic, electronic, mechanical, etc. -- without
written permission oLfOMBARD CONRAD ARCHITECTS, P.A.
is unlawful and subject to criminal prosecution.
STAMP:
201 N. MAPLE GROVE RD., SUITE 100
BOISE, IDAHO 83704
(208) 342-7168
LOCHSA ENGINEERING
STRUCTURAL ENGINEER
2775 W. NAVIGATOR DR.
MERIDIAN, IDAHO 83642
(208) 288-1992
HORROCKS
CIVIL ENGINEER
1040 N. 2200 WEST, SUITE 100
SALT LAKE CITY, UTAH 84116
(208) 343-3663
PVE ENGINEERS
MECHANICAL ENGINEER
1040 N. 2200 WEST, SUITE 100
SALT LAKE CITY, UTAH 84116
(208) 343-3663
PVE ENGINEERS
ELECTRICAL ENGINEER
1036 E. IRON EAGLE DR., SUITE 136
EAGLE, IDAHO 83616
(208) 376-5153
BAER DESIGN GROUP, LLC
LANDSCAPE ARCHITECT
1221 SHORELINE LN.
BOISE, IDAHO 83702
(208) 345-6677
LCA ARCHITECTS, P.A.
ARCHITECT
12/17/2018 1:14:41 PMC:\Users\wherd\Documents\18229.01 ICCU Building_Central(2019)_wherd@lcarch.com.rvt
A2.10
18229.02
Author
Checker
BALL
VENTURES
AHLQUIST
LEVEL 1 FLOOR
PLAN
12/19/18
ICCU BUILDING AT
EAGLE VIEW
PLAZA
Design Development
MRK DATE DESCRIPTION
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0 40' 80'
SCALE: 1" = 40'
CONCRETE
SITE INFORMATION
TOTAL LOD AREA: 367,031.37 SF (8.43 AC)
ICCU BUILDING
· TOTAL BUILDING FOOTPRINT: 25,000+/- SF
· TOTAL BUILDING AREA (ALL FLOORS): N/A
· MAXIMUM BUILDING HEIGHT: 65'-0"
ZONING REQUIREMENTS
· ZONING: CITY C-G, GENERAL COMMERCIAL
· BUILDING SETBACKS:
- FRONT = 0'
- REAR = 0'
- SIDES = 0'
· LANDSCAPE SETBACKS:
- LOCAL = 10'
- COLLECTOR = 20'
- ARTERIAL = 25'
- ENTRYWAY CORRIDOR = 35'
- INTERSTATE = 50'
PARKING INFORMATION
· PARKING STALLS REQUIRED: 255
· PARKING STALLS PROVIDED: 489
· *HANDICAP STALLS REQUIRED: 10
· **HANDICAP STALLS PROVIDED: 10
· BICYCLE PARKING STALLS REQUIRED: 10
· BICYCLE PARKING STALLS PROVIDED: 10
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
NOTES
1. DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
2. RADII ARE 3.0' UNLESS OTHERWISE NOTED.
LEGEND
LIMIT OF DISTURBANCE (LOD)
S. RACKHAM
WAY
ICCU
BUILDING
±125,000 SF
LIMIT OF DISTURBANCE,
TYP.
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE.
DUMPSTER PAD IN SCOPE OF
PARKING CZC.
PROPOSED CONCRETE
SIDEWALK, TYP.
HANDICAP SPACES,
TYP. (4 TOTAL)
EXISTING 50'
ACCESS
EASEMENT
8'
PEDESTRIAN
PATH
FUTURE 2' CURB
& GUTTER, TYP.
ADA RAMP, TYP.
(1) 2.5" METER
(1) 4" WATER SERVICE
(1)8" FIRE LINE
(2) 4" SANITARY SEWER LINES
(1) MANHOLE
(1) GREASE TRAP
(1) 3" VTR
FIRE RISER ROOM
APPROXIMATE
FDC LOCATION
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX
AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED
AGGREGATE BASE MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF
GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO
VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
18.0"
4.0"
3.0"
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY HD
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
LD
12.0"
4.0"
2.5"
LIGHT DUTY
6" TEMPORARY
ROLLOVER
CURB
6" TEMPORARY
ROLLOVER
CURB
6" TEMPORARY
ROLLOVER
CURB
6" TEMPORARY
ROLLOVER
CURB
7'
LANDSCAPE
EXISTING 10'
PUBLIC
UTILITY
EASEMENT
RACKHAM
SUBDIVISION
BOUNDARY
RACKHAM
SUBDIVISION
BOUNDARY
R1000.6'
30'
TYP
19.5'
20'
26'
25'
20' 20'
20' 20'
25'
20'
20'
25'
18'
7'
29'
30'
R5'
298.7'
63'
90' 99'
7'
12'
R2'
R5'
113.5'
49.11'
51.55'
220.5'
19'
19'
6'
71.3'
63'
24'
20'
9'
TYP
8'
36' 54'
20'
32.4'
45.4'
100'
10.67'
R5'
R5'
R5'
R4'
R4'
R5'
R5'
R5'
R4'
38.5'
7.9'
8'
8'
8.5'
27'
18'
26'
27'
36.8'
R5'
R10'
R5'
R10'
20'
117' 108' 108'
18'
R5'
R5'
R5'
R5'
45'
27' 72'
353'
R5'
R5'
R10'
R10'
135'
R4'
TYP
30'
26'
7'
8.3'
R5'
7'
R10'
7.8'
7.2'
R10'
R5'
7'
7.7'
25' 25' 25'
R4'
TYP
39'
5' 5'
7'
TYP
50'
30'
5'
FIRE HYDRANT
R50'
R10'
R5'
R50'
HD
HD
EX. FIRE HYDRANT
I-84
S. SILVERSTONE
WAY
BIKE RACK DETAIL
31.7'
60.7'
59.9'
BUBBLE UP
INLET TYP.
SAND/OIL
SEPARATOR
STORM WATER
SWALE/SEEPAGE BED
11000 CUBIC FEET
STORM WATER VOLUME
SAND/OIL SEPARATOR
STORM DRAIN
MANHOLE TYP.
STORM DRAIN
INLET TYP.
LD
LD
LD
LD
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
PUBLIC SEWER MAIN
PUBLIC WATER MAIN
PUBLIC STORM DRAIN
FUTURE TERMINATION OF
SILVERSTONE WAY TO BE
CONSTRUCTED AS A ROUNDABOUT
(DESIGNED AND APPROVED TO
ACHD STANDARDS) WITHIN A
DEDICATED RIGHT-OF-WAY.
PAVEMENT IN THIS AREA TO BE
TEMPORARY OR CONSTRUCTED TO
TO ACHD STANDARDS.
63'
8'
8'
90'
5' 5'
108'
20' 20' 20' 20'
63'
8'
90'
5'
5'
108'
FUTURE
DEVELOPMENT
R5'
10'
63'
BUBBLE UP
INLET TYP.
PRIVATE
STORM WATER
SWALE/SEEPAGE BED
1100 CUBIC FEET
STORM WATER VOLUME
STORM WATER
SWALE/SEEPAGE BED
14500 CUBIC FEET
STORM WATER VOLUME
CIVIL SITE
PLAN
C1.0