ID-1538-1901_AMERIBEN EAST CZC-Layout1 (005)3'-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"
1
1
A
A
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
B
B
C
C
D
D
ALIGN
ALIGN
ss
ss ss ss ss
ss
ss
ss
ss
ss ss
ss
ss ss
ss
ss ss
ss
12'' SD 12'' SD 12'' SD 12'' SD 12'' SD
18'' SD
18'' SD 18'' SD 18'' SD
12'' SD
12'' SD 12'' SD
12'' SD
12'' SD
18'' SD 18'' SD 18'' SD
18'' SD
12'' SD 12'' SD
12'' SD 12'' SD 12'' SD
12'' SD
12'' SD 12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
12'' SD 12'' SD
W
O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\Ameriben East\ID-1538-1901_AMERIBEN EAST CZC.dwg - Layout1 - 3/08/2019 04:16pm, 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
2162 West Grove Pkwy., Suite 400
Pleasant Grove, UT 84062
(801) 763-5100
ID-1538-1901
RS
MDK
3/6/19
SITE PLAN
MERIDIAN CZC
AMERIBEN PHASE 2
MERIDIAN, ID
1 OF 1
1
NOTES
1. DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
2. RADII ARE 3.0' UNLESS OTHERWISE NOTED.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0 30' 60'
SCALE: 1" = 30'
SITE INFORMATION CONCRETE
· TOTAL SITE AREA: 202,085 SF (4.64 Ac.)
· TOTAL BUILDING FOOTPRINT: 30,500 SF +/-
· TOTAL BUILDING AREA (ALL FLOORS): 121,300 SF
MAXIMUM BUILDING HEIGHT: 64'
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'
LEGEND
BIKE RACK DETAIL
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
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
LD
12.0"
4.0"
2.5"
LIGHT DUTY
LIMIT OF DISTURBANCE (LOD)
PARKING INFORMATION
· PARKING STALLS REQUIRED: 243 (1 STALL/ 500 GFA)
· PARKING STALLS PROVIDED: 612
· *HANDICAP STALLS REQUIRED: 13
· **HANDICAP STALLS PROVIDED: 13
· BICYCLE PARKING STALLS PROVIDED PER LANDSCAPE
ARCHITECT PLANS (24)
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
SAND AND OIL
SEPARATOR
STORM INFILTRATION
SYSTEM
POINT OF CONNECTION
FOR PRESSURIZED 2"
IRRIGATION SERVICE
EXISTING
6" SEWER LATERAL
EX. FIRE HYDRANT
CATCH BASIN (TYP)
25'
90'
5'
90'
5'
90'
5'
99'
11.3'
25.6'
25'
25'
25'
19'
11.1' 5'
8'
24.2'
90'
30.25'
30.25'
22.6'
8.6'
8' 6'
25'
25'
19'
25.9'
25' 26' 26' 26'
28'
26'
22.7'
19'
17'
7.5' 0.5'
7.5'
6' 1'
6'
36'
5'
90'
5'
90'
5'
90'
8.1'
90'
5'
90'
5'
90'
8.1'
90'
5'
5'
90'
5'
90'
5'
90'
8.1'
90'
5' 5'
90'
5'
90'
5'
90'
8.1'
90'
5' 5'
90'
5'
90'
5'
90'
8.1'
90'
5' 5'
63'
5'
90'
5'
90'
5'
90'
R18'
R18'
R2.5'
TYP
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R18'
R18'
R5'
90'
5'
90'
5'
90'
19'
W. NAVIGATOR ST
PROPOSED
BUILDING
107'
11.9'
13.7'
283.7'
INSTALL 8" ISOLATION VALVE,
8"X6" REDUCER, AND
6" FIRE LINE TO BUILDING
EX. FIRE HYDRANT
EX. 32' SEWER
EASEMENT
EX. 20' WATER
EASEMENT
EX. 32' PUID &
CROSS ACCESS
EASEMENT
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
LIMITS OF
DISTURBANCE
LOT 19
BLOCK 2
LOT 18
BLOCK 2
LOT 17
BLOCK 2
TM CROSSING SUBDIVISION NO. 4
LOT 10
BLOCK 2
LOT 9
LOT 8 BLOCK 2
BLOCK 2
TM CROSSING SUBDIVISION NO. 1
TM CROSSING SUBDIVISION
NO. 1 & 4 BOUNDARY
STORM INFILTRATION
SYSTEM
1.63'
(FUTURE ROADWAY)
ROAD TO BE INSTALLED
WITH TM CROSSING PHASE 4
PROJECT
ROAD TO BE INSTALLED
WITH TM CROSSING PHASE 4
PROJECT
4.6'
5.6'
INSTALL 2" METER &
SERVICE
12'x12' TRASH ENCLOSURE
REFER TO ARCHITECTURAL
PLAN FOR DETAILS
BICYCLE PARKING LOCATION,
SEE LANDSCAPE ARCHITECT
PLANS FOR DETAILS