Civil site Plan - Site plan12'' W
8'' SS 8'' SS
12'' W 12'' W 12'' W
12'' W 12'' W 12'' W
12'' W
12'' W 12'' W
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
12'' W
10'' W
S
S
8'' SS
S
IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR
BEL
BEL
s
12'' W
12'' W
12'' W
12'' W
irr irr
10'' W 10'' W
IRR
IRR IRR
IRR
IRR
IRR
IRR
IRR IRR
IRR IRR IRR
IRR
IRR
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
S
S
S
15'' SD
12'' SD
12'' SD
12'' SD
PED
SIG
12'' SD 12'' SD
12'' SD
12'' SD
15'' SD
SD
SD
SD
SD
SD
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
1
1
2
2
3
3 4
A
B
C
16
15
14 13 12 11
10
9
7
6 5
8
1
2
3
4
5A
17
19
18
4
TEMPORARY ASPHALT
TEMPORARY ASPHALT
8'' W
8'' W
8'' W
8'' W 8'' W
8'' W
8'' W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'' W 8'' W
8'' SS
8'' SS
8'' SS
6'' W
2'' W
10'' W
10'' W
8'' SS
S
2'' W
W
12'' SD
12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
S
4'' W 2'' W
W
SD
SD
SD SD
SD
SD
SD 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
12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD 12'' SD 12'' SD 12'' SD
12'' SD
15'' SD 15'' SD 15'' SD 15'' SD
15'' SD
15'' SD
15'' SD
10'' SD
10'' SD 15'' SD 15'' SD 15'' SD 15'' SD
6'' SD
6'' SD
6'' SD
6'' 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
6'' SD
W
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
6'' SD 6'' 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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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"
O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\MOB at TM Crossing\PG-852-1601_CZC Food Pavilion at TM Crossing.dwg - Layout1 - 2/08/2019 04:14pm, 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 W. Navigator Dr., Suite 210
Meridian, ID 83642
(208) 859-2520
ID-1528-1901
RS
MDK
02/08/19
SITE PLAN
MERIDIAN CZC
FOOD PAVILION AT TM CROSSING
MERIDIAN, ID
1 OF 1
1
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: 34,186 SF (0.784 AC)
FOOD PAVILION BUILDING
· TOTAL BUILDING FOOTPRINT: 5,700+/- SF
· TOTAL BUILDING AREA (ALL FLOORS): NA
· 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: 11
· PARKING STALLS PROVIDED: 22
· *HANDICAP STALLS REQUIRED: 2
· **HANDICAP STALLS PROVIDED: 2
· BICYCLE PARKING STALLS REQUIRED: 2
· BICYCLE PARKING STALLS PROVIDED: 2
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 1 VAN ACCESSIBLE STALLS
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
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.
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
PROPOSED
BUILDING
LIMIT OF DISTURBANCE,
TYP.
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE.
DUMPSTER PAD IN SCOPE OF
PARKING CZC.
PROPOSED CONCRETE
SIDEWALK, TYP.
7'
PEDESTRIAN
PATH
(2) 8" SANITARY SEWER LINES
(1) MANHOLE
(1) GREASE TRAP
(1) 3" VTR
TM CROSSING
SUBDIVISION
BOUNDARY
FIRE HYDRANT
S. VANGUARD WAY
SAND/OIL
SEPARATOR
STORM WATER
INFILTRATION SYSTEM
STORM DRAIN
MANHOLE TYP.
STORM DRAIN
INLET TYP.
7'
6.5'
30'
7'
R15'
30'
7'
4.5'
BIKE RACK DETAIL
PROPOSED
PAVILION
BUILDING
32' EXISTING
PERMANENT SEWER
EASEMENT
INST. NO. 106122362
ACHD SIDEWALK
EASEMENT
INST. NO. 2017-063623
(1) 2.5" METER
(1) 2" WATER SERVICE
(1) 6" FIRE LINE
SANITARY
SEWER
MANHOLE TYP.
HD
HD
HD
HD
HD
HD
HD
36'
17'
6.1'
81'
R20'
FIRE HYDRANT
18'
106.8'
R5'
26'
17'
20'
36'
28'
4.5'
5'
72'
R15'
R9.5'
R1.5'
19' 25'
20'
107'
62'
48.2'
R15'
R10'
15'
26'
R5'
R20'
R20'
R10'
R5'
R15'
R40'
R15'
CONCRETE PAD
FOR BIKE STALLS
SEE LANDSCAPE
ARCHITECT PLANS
CONNECT IRRIGATION
SYSTEM TO EXISTING
PRESSURE IRRIGATION
6.5'
FIRE HYDRANT
WEIR = C2
INV. IN = B
PROFILE VIEW
6" 0.2'
BAFFLE = C1
10' (TYP.)
SEEPAGE BED SCHEDULE
SEEPAGE
BED
FINISH GRADE
(FG)
TOP
SYSTEM
(T)
LENGTH
(L)
WIDTH
(W)
DEPTH
(D)
BOTTOM
ROCK
(B)
BOTTOM
SAND
(18" MIN.)
(BS)
GROUND
WATER
(SHGWE)
INF RATE
(IN HR) SOILS
VOLUME
REQUIRED
(FT3
) (100YR)
VOLUME
PROVIDED
(FT3
)
1 2771.00 2770.00 255.00 100.00 2.00 2768.00 2766.50 2765.00 8.00 POORLY
GRADED
GRAVEL
W/SAND
50,610 51,000
THIS AREA NOT INCLUDED IN THIS PROPOSED
SITE CZC BUT IS SHOWN BECAUSE ACCESS
AND UTILITY SERVICES TO THE PROPOSED
SITE ARE INCLUDED IN THIS AREA
(INCLUDING STORM TREATMENT.) A
SEPARATE APPLICATION WILL BE MADE TO
THE CITY FOR THE AREA.