Site Plan - Final3'-1"
95
8"
3
3
8"
2
3
8" O.D. TUBING
SURFACE
FLANGE MOUNT
GROUND LEVEL
5'-23
8"
IN-GROUND ANCHOR MOUNT
8"
3"
6'' SD
6'' SD
10'' SD 10'' SD 10'' SD 6'' SD 6'' SD 6'' SD 6'' SD 6'' SD
6'' SD 6'' SD
8'' SS 8'' SS
8'' SS
8'' SS 8'' SS
8'' SS 8'' SS
8'' SS
8'' SS
8'' SS
8'' SS S
S
S
SS SS
S
SS SS
SS
S
SS
SS SS
s
8'' W
10'' W
10'' W
10'' W
10'' W 10'' W
S
6'' IRR
6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR 6'' IRR 6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR 6'' IRR
8'' SS 8'' SS 8'' SS
8'' W
8'' W
8'' W
W W
CO
P/L P/L P/L
P/L
P/L P/L
P/L
P/L
P/L P/L
P/L P/L P/L
P/L P/L
P/L P/L P/L
P/L
P/L
P/L P/L
P/L
P/L P/L
P/L P/L P/L
P/L
P/L P/L
P/L P/L
P/L P/L P/L
P/L P/L
P/L
P/L P/L
P/L P/L
P/L
P/L P/L
P/L
P/L P/L
P/L P/L
P/L
P/L
P/L P/L P/L
P/L P/L
P/L
P/L P/L
P/L
P/L
P/L P/L
P/L
P/L P/L P/L
P/L
P/L
P/L P/L P/L
P/L
P/L
P/L P/L
P/L P/L
P/L P/L
P/L
P/L P/L
P/L
P/L P/L
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
2'' W
2'' W
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
10'' SD
10'' SD
12'' SD 12'' SD
12'' SD
12'' SD
12'' SD 12'' SD 12'' SD
12'' SD
15'' SD
15'' SD
15'' SD
12'' SD 12'' SD 12'' SD 12'' SD 12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
CO CO
10'' SD 10'' SD 6'' SD 6'' SD 6'' SD 6'' SD 6'' SD
6'' SD
6'' SD
CO CO
W W
8'' SS 8'' SS
8'' SS
8'' SS 8'' SS
8'' SS 8'' SS
8'' SS
8'' SS
8'' SS
8'' SS S
S
S
SS SS
S
SS SS
SS
S
SS
SS SS
s
8'' W
10'' W
10'' W
10'' W
10'' W 10'' W
S
6'' IRR
6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR 6'' IRR 6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR
6'' IRR 6'' IRR
6'' IRR 6'' IRR
8'' SS 8'' SS 8'' SS
8'' W
8'' W
8'' W
W W
CO
12'' SD
10'' SD 10'' SD
12'' SD
12'' SD
12'' SD 12'' SD
12'' SD 12'' SD
SD
MTR
XFMR
1
1
2
2
3
3
4
4
6
6
7
7
A
A
B
B
C
C
D
D
5
5
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 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 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
X
X X
X X X
X
X
X
X
X
X X
30'
108'
8'
99'
8'
63'
63'
6'
26'
19'
8' 8'
5'
19' 19'
25'
19' 19'
25' 19' 19'
30'
19' 19' 25' 19' 19'
25'
17'
6.7'
26'
20'
7'
7'
30'
14' 11'
27'
113'
221'
10'
25.5'
11.5'
7'
20'
25' 20'
20' 18'
5.5'
9'
7'
19'
26'
72'
8'
45'
81'
20'
28'
108'
20'
8.3'
42.2'
63'
8'
63'
11'
14'
11' 72'
8'
63'
19'
26'
90'
8'
63'
8.5'
8'
8.5'
81'
8'
99'
54' 63'
9'
14.5'
22'
4'
14.5'
8'
28'
63'
108'
25'
99'
8'
36'
30'
8'
15'
7'
8' 8'
5'
5'
35'
4.2'
3'
29.5'
26'
19' 19'
10.2'
R5'
R4'
R4'
R5'
R5'
R4'
R4'
R10'
R10'
R15'
R15'
R15'
R10'
R4'
R10'
R4'
R5'
R10'
R10'
6'
6'
8.3'
39.2'
8'
R10'
R10'
50'
10'
25'
27'
30'
CROSS
ACCESS
EASEMENT
28'
30'
CROSS
ACCESS
EASEMENT
30'
CROSS
ACCESS
EASEMENT
30'
CROSS
ACCESS
EASEMENT
32'
CROSS
ACCESS
EASEMENT
42.5'
CROSS
ACCESS
EASEMENT
5'
9'
34' 17'
9'
10.5'
9'
40'
9'
11.4'
10'
22.3'
9'
24.9'
9'
49.9'
9'
91'
H:\!2018\ID-1336-1808 Eagle View Plaza\Project Data\02 CAD\2.03 Sheet Files\Americore\1336-1808_AMERICORE CZC.dwg - Layout1 - 5/31/2019 02:34pm, melissak
1 5
REVISIONS
REV # DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
PRELIMINARY
NOT FOR
CONSTRUCTION
www.horrocks.com
PAGE
C
PROJECT
CHECKED
D
B
A
#
2 3 4
2775 Navigator Dr., Suite 210
Meridian, ID 83642
(208) 895-2520
ID-1336-1808
RS
MDK
RS
5/31/2019
CITY OF MERIDIAN CZC
SITE PLAN
BUILDING 3 AT RACKHAM SUBDIVISION
MERIDIAN, ID
1
1
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0 15' 30'
SCALE: 1" = 30'
CONCRETE
SITE INFORMATION
TOTAL LOD AREA: 180,092.58 SF (4.13 AC)
BUILDING
· TOTAL BUILDING FOOTPRINT: 25,000+/- SF
· TOTAL BUILDING AREA (ALL FLOORS):75,000 SF
· MAXIMUM BUILDING HEIGHT: 48'-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: 150
· PARKING STALLS PROVIDED: 364
· *HANDICAP STALLS REQUIRED: 5
· **HANDICAP STALLS PROVIDED: 6
· BICYCLE PARKING STALLS REQUIRED: 8
· BICYCLE PARKING STALLS PROVIDED: 8
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)
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 BY MTI FILE #B181762g.
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
BIKE RACK DETAIL
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
LIMIT OF DISTURBANCE,
TYP.
HANDICAP SPACES,
TYP. (4 TOTAL)
(2) 2" METER
(2) 2" WATER SERVICE
(1) 8" FIRE LINE
6" SANITARY
SEWER LINE
FIRE RISER ROOM
APPROXIMATE
FDC LOCATION
FIRE HYDRANT
S. SILVERSTONE
WAY
PROPOSED PEDESTRIAN
WALKWAY TO BE PAVERS,
COLORED OR SCORED
CONCRETE OR BRICK, TYP.
4 BIKE STALLS
SEE LANDSCAPE
ARCHITECT PLANS
2 BIKES PER
STALL, TYP.
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE &
GENERATOR. DUMPSTER PAD
IN SCOPE OF PARKING CZC.
PROPOSED PEDESTRIAN
WALKWAY TO BE PAVERS,
COLORED OR SCORED
CONCRETE OR BRICK, TYP.
PROPOSED PEDESTRIAN
WALKWAY TO BE PAVERS,
COLORED OR SCORED
CONCRETE OR BRICK, TYP.
SAND/OIL
SEPARATOR
INSTALL 9' WIDE ISLANDS FOR
INCREASED LANDSCAPE AREA
TO ALLOW FOR PROPOSED
LANDSCAPE DIAMONDS
BETWEEN PARKING ISLANDS
SAND/OIL
SEPARATOR
6" TEMPORARY
ROLLOVER
CURB
6" TEMPORARY
ROLLOVER
CURB
SAWCUT & REMOVE 1-2' OF
ASPHALT (FROM ICCU) AND
BUILD ASPHALT/CURB &
GUTTER PER DESIGN
FUTURE
RIGHT-OF-WAY
TO BE CONSTRUCTED
BY OTHERS
DEVELOPER
TOM AHLQUIST BALL VENTURES AHLQUIST
VP CONSTRUCTION 2775 W. NAVIGATOR DR.
TOM@BVADEV.COM SUITE 220
801-560-7828 MERIDIAN, ID 83642
TO BE CONSTRUCTED
BY OTHERS AS PART OF
RACKHAM SUBDIVISIONS
OVERALL IMPROVEMENT PLANS
6" PRESSURE IRRIGATION