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W
6'' SS 6'' SS
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8'' W 8'' W
3'' W 3'' W
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4'' SD
4'' SD 4'' SD
4'' SD
8'' W
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6'' W
4'' SD
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C
O
G
PURDAM DRAIN
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"
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
O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\Lasalle at TM Crossing\ID-1573-1901_LASALLE AT TM CROSSING CZC2.dwg - Layout1 - 3/11/2019 04:58pm, melissak
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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
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PROJECT
CHECKED
D
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#
2 3 4
2775 Navigator Dr., Suite 210
Meridian, ID 83642
(208) 895-2520
ID-1573-1901
RS
MDK
TM
02/21/2019
SITE PLAN
CITY OF MERIDIAN CZC
LASALLE AT TM CROSSING
MERIDIAN, ID
1
1
H
O
R
R
O
C
K
S
E
N
G
I
N
E
E
R
S
N
0 30' 60'
SCALE: 1" = 30'
CONCRETE
SITE INFORMATION
· TOTAL SITE AREA: 267,595 SF (6.14 Ac.)
· TOTAL BUILDING FOOTPRINT: 21,500 SF
· TOTAL BUILDING AREA (ALL FLOORS): 127,000 SF
· MAXIMUM BUILDING HEIGHT: 72'-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: 254 (1 STALL/ 500 GFA)
· PARKING STALLS PROVIDED: 476
· *HANDICAP STALLS REQUIRED: 10
· **HANDICAP STALLS PROVIDED: 10
· BICYCLE PARKING STALLS PROVIDED PER LANDSCAPE
ARCHITECT PLANS
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
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)
W. NAVIGATOR ST
18'x12' TRASH ENCLOSURE
REFER TO ARCHITECTURAL
PLAN FOR DETAILS
THIS AREA NOT INCLUDED IN PLAT BUT SHALL
BE RESERVED AS CANAL EASEMENT AND
FUTURE LANDSCAPE AREA TO MEET REQUIRED
SETBACKS FROM THE ITD ROW
ISOLATION
VALVE
8" FIRE LINE
SERVICE
FIRE DEPARTMENT
CONNECTION
GENERATOR
ENCLOSURE
SAND AND OIL
SEPARATOR
STORM INFILTRATION
SYSTEM
SIGN
POINT OF CONNECTION
FOR PRESSURIZED 2"
IRRIGATION SERVICE
BICYCLE PARKING LOCATION,
SEE LANDSCAPE ARCHITECT
PLANS FOR DETAILS
PROPOSED CONCRETE
SIDEWALK, TYP.
HANDICAP SPACES,
TYP.
10'
PEDESTRIAN
PATH
ADA RAMP, TYP.
MIN 10'
LANDSCAPE
PROPOSED
BUILDING
SEWER
MANHOLE
TYP
POINT OF CONNECTION
FOR PRESSURIZED 2"
IRRIGATION SERVICE
99'
81'
81'
14' 99'
5.3'
30'
25'
25'
20'
20'
20'
5'
15'
15'
5.8'
9'
TYP
4'
5'
5'
14.2'
17'
18.5'
81'
53.5'
8'
32.4'
81'
72'
13.8'
25'
20' 20'
81' 90'
8'
8' 99'
14'
90'
11.1'
13.5' 13.5'
81'
8'
8'
90'
8' 99'
5'
4' 5'
90'
8.5'
6.8'
34.9'
8' 54'
63'
16.5'
8'
90'
4.5'
10'
4.5'
73'
5' 9' 9' 5' 9'
13.8'
29'
26'
26'
7'
9.1'
25'
10.6'
25'
19'
25'
90'
25'
25'
90'
108'
8'
5'
4' 5'
90'
14' 72'
90'
8'
54'
10.1'
17'
29.4'
20'
20' 20'
20'
54'
8'
90' 14'
45'
63'
63'
9'
9'
81'
30'
81'
27'
54'
9'
45'
5.1'
4.4'
26'
26'
17'
20'
20'
17'
7'
113.4'
220'
16.6'
7'
19' 7'
17'
9.5'
30'
30'
4.6'
LOT
LINE
89.6'
63.5'
62.4'
72'
26.6'
7'
17'
7'
10'
15.1'
10'
10' PATH TO BE
CONTINUED NORTH
IN THE FUTURE
BY OTHERS
7'
17'
25'
14'
19'
25'
10'
6" SEWER SERVICE
(I.E. DEPTH 15.3')
CONNECT WITH 45° TYPE
"B" CONNECTION
RUN SEWER LATERAL AT
8' DEPTH TO BUILDING
AT 2% SLOPE
FIRE HYDRANT
2.5" WATER SERVICE
& METER WITH 3"
PRIVATE LINE
TO BUILDING
7'
LANDSCAPE
CATCH BASIN (TYP)
R10'
R4'
R10'
R10'
R5'
R5'
R10'
R4'
R5'
R4'
R4'
R4'
R4'
R4'
R5'
R5'
R5'
R5'
R4'
R5'
R5'
R5'
R4'
R4'
R4'
R4'
R4'
R5'
R5'
R4'
R4'
R4'
R5'
R5'
R5'
R5'
R10'
R5'
R5'
14'
3"SD
EXISTING
PRV
20'
EX.
WATER
EASEMENT
20'
EX.
WATER
EASEMENT
9'
10'
10'
7'
9.1'
R5'
R5'
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
28.4'
19'
9'
EX. GRAVITY IRRIGATION
MAINTAIN TEMPORARY
FIRE ACCESS