Revised Site Plan 11-25-19LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD LOD
LOD LOD LOD
LOD
LOD LOD
LOD
LOD
R54'
R296'
CO
12'' SD 12'' SD
12'' SD
12'' SD
10'' SD
6'' SD
10'' SD
6'' SD
4'' SS
s
8'' W
W
CO
6'' SD
6'' SD
6'' SD
8'' SS
8'' SS
8'' W
8'' W
8'' W
PL
PL
PL PL PL
PL
PL
PL
PL
PL
R28'
R2'
R10'
R2'
R15'
R20'
R35.5'
16.3'
36'
90'
17'
9.1'
17.3'
7'
7'
45' 36'
12.6'
12.6'
15.3'
16'
4.3'
6.5'
30.3'
5'
6'
13.2' 12.6'
19'
TYP.
9'
TYP.
19'
TYP.
9'
TYP.
19.4'
9'
TYP.
7.4'
27.8'
6.3' 4.9' 4.1'
21.7'
27.7'
27.2'
24.5'
22.1'
5.4'
38.8'
195.2'
39.3'
104.34'
81.26'
62.9' 10.3'
34.1'
5'
8'
8'
P/L P/L
P/L
P/L P/L
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 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
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X
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X X X X
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X X
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X X X X X X
X
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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
ss
ss
ss ss
ss ss ss ss
ss
ss
ss ss ss ss
ss
ss ss ss ss ss
ss
ss
ss ss ss
ss
ss
ss
w w w w w w w w w w w w w
w
w
w
X
X
X
X
el
el
el
pp
e
10'
10'
10'
10'
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-1868-1908 BVA Victory Commons - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1868-1908_VC URGENT CARE CZC.dwg - Layout1 - 11/25/2019 02:58pm, 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
11/01/19
SITE PLAN
MERIDIAN CZC
URGENT CARE AT VICTORY 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 30' 60'
SCALE: 1" = 30'
SITE INFORMATION
TOTAL LOD AREA: 49,890 SF (1.15 AC)
PROPOSED BUILDING
· TOTAL BUILDING FOOTPRINT: 5,375+/- SF
· TOTAL BUILDING AREA (ALL FLOORS): 5,375+/-
· 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: 22
· PARKING STALLS PROVIDED: 25
· *HANDICAP STALLS REQUIRED: 2
· **HANDICAP STALLS PROVIDED: 2
· BICYCLE PARKING STALLS REQUIRED: 1
· 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
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
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 2639.00 45.00 20.00 5.00 2634.00 2632.50 2.00 1,762 1,800
MERIDIAN ROAD
(EXISTING)
PROPOSED
BUILDING
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
NOT INCLUDED IN
THIS PHASE
LIMIT OF
DISTURBANCE, TYP.
PROPOSED CONCRETE
SIDEWALK, TYP.
HANDICAP SPACES,
TYP.
ADA RAMP, TYP.
FIRE RISER ROOM
APPROXIMATE
FDC LOCATION
4" SEWER
SERVICE
EX. SEWER
MANHOLE
TYP
CONCRETE PAD
FOR BIKE STALLS
SEE LANDSCAPE
ARCHITECT PLANS
SAND/OIL
SEPARATOR
STORM WATER
INFILTRATION SYSTEM
FIRE
HYDRANT
CONNECT TO
EXISTING 8" WATER
PROPERTY
LINE
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE.
DUMPSTER PAD IN SCOPE OF
PARKING CZC.
2" DOMESTIC WATER
SERVICE AND METER
6" FIRE LINE
EXISTING TREE, TYP.
EXISTING
IRRIGATION
EASEMENT
EXISTING
UTILITY
EASEMENT
EXISTING LOD
IRRIGATION
TO BE RELOCATED
PROPOSED
PROPERTY LINE
LIMIT OF
DISTURBANCE, TYP.
EXISTING SIDEWALK
EX. SEWER
MANHOLE
TYP
SEEPAGE BED
STORM DRAIN
INLET, TYP.
LD
HD
STORM DRAIN
INLET, TYP.
PROPOSED
COMMON AREA
MICROPATH
10' EASEMENT FOR
FUTURE PATHWAY
WIDENING
CONNECT TO
EXISTING 10'
PATHWAY
CONNECT TO
EXISTING MICROPATH
EXISTING 5'
SIDEWALK