Site Plan REVISED - FMIt
ir
bel
bel bel
bel
bel bel
T
8'' ss 8'' ss
8'' ss
8'' ss
8'' ss
8'' ss
10'' W
ss
ss ss
ss
ss
bel
bel
bel
bel
bel
bel
bel
bel
bel
bel
ss ss
bel bel
bel bel
bel bel bel bel bel bel
bel bel bel bel bel bel
s
s
s
8'' ss
ss
ss ss
8'' ss 8'' ss
8'' ss 8'' ss
8'' ss 8'' ss 8'' ss
8'' ss 8'' ss
8'' ss
8'' ss
8'' ss
8'' ss
8'' ss 8'' ss
8'' ss
8'' ss
8'' ss
sd
sd
sd
g
g
g
g g
g g
g
g
w
e
1
1
3
3
4
4
A
A
B
E B
E
C
C
D
D
F
F
G
G
6
6
5
5
2
2
7
7
10'' SD
10'' SD 10'' SD
10'' SD
10'' SD
10'' SD
10'' SD
10'' SD 10'' SD
15'' SD
12'' SD
SD
2'' pi
IR
8'' W 8'' W 8'' W
6'' W
2'' W 2'' W 2'' W
2'' W
2'' W 2'' W
2'' W
2'' W
6'' W 6'' W 6'' W
6'' W 6'' W
6'' W 6'' W
6'' W
W
2'' W 2'' W
6'' W 6'' W
6'' W 6'' W
S
S
S
SS SS SS SS
SS
SS
SS
SS
SS
SS
45'
25'
9.4'
14'
7.43'
8' 8'
26'
27'
6'
54'
36'
25'
25.6'
19'
26'
19'
25'
99'
45'
25'
12.5'
19'
7'
22.6'
7.59'
160.4'
89.3'
25' 20'
20'
19'
20'
20'
7'
7'
FH
7956
5'
5'
25.81'
14.17'
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"
H:\!2019\ID-1865-1908 BVA TMX - FMI\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1865-1908_FMI CZC.dwg - Layout1 - 12/03/2019 09:10am, tims
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-1433-1810
RS
MDK
TDS
09/03/2019
SITE PLAN
MERIDIAN CZC
FMI 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 20' 40'
SCALE: 1" = 20'
SITE INFORMATION
TOTAL LOD AREA: 41,583 SF (0.95 AC)
PROPOSED BUILDING
· TOTAL BUILDING FOOTPRINT: 11,230+/- SF
· TOTAL BUILDING AREA (ALL FLOORS): 11,230+/-
· MAXIMUM BUILDING HEIGHT: 23'-0"
· MAXIMUM ALLOWABLE 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: 21
· PARKING STALLS PROVIDED: 38
· *HANDICAP STALLS REQUIRED: 1
· **HANDICAP STALLS PROVIDED: 2
· BICYCLE PARKING STALLS REQUIRED: 2
· BICYCLE PARKING STALLS PROVIDED: 2
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.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
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
PROPERTY
LINE
BIKE RACK DETAIL
WEIR = C2
INV. IN = B
PROFILE VIEW
6" 0.2'
BAFFLE = C1
10' (TYP.)
CONCRETE
LEGEND
LIMIT OF DISTURBANCE (LOD)
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.
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
LIMIT OF DISTURBANCE,
TYP.
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE.
DUMPSTER PAD IN SCOPE OF
PARKING CZC.
PROPOSED CONCRETE
SIDEWALK, TYP.
HANDICAP SPACES,
TYP.
ADA RAMP, TYP.
FIRE RISER ROOM
APPROXIMATE
FDC LOCATION
S. VANGUARD WAY
(EXISTING)
PROPOSED
BUILDING
EXISTING ACHD
SEEPAGE BED
CONNECT TO EXISTING
8" SEWER SERVICE
EX. SEWER
MANHOLE
TYP
BIKE STALLS
SEE LANDSCAPE
ARCHITECT PLANS
SAND/OIL
SEPARATOR
STORM WATER
INFILTRATION SYSTEM
EX. FIRE
HYDRANT
STORM DRAIN
INLET TYP.
NOT INCLUDED IN
THIS PHASE
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
NOT INCLUDED IN
THIS PHASE
PROPOSED
PROPERTY
LINE
CONNECT TO
PRESSURE
IRRIGATION
SYSTEM
STUB 2" SERVICE LINE, 6"
FIRE LINE, AND 6" FIRE
HYDRANT LINE FOR FUTURE
BUILDING
2" DOMESTIC WATER
SERVICE AND METER
6" FIRE LINE
REMOVE BLOWOFF
VALVE AND EXTEND
8" WATER MAIN
FIRE HYDRANT
EXISTING PROPERTY
LINE