Site Plan -REVISED 1-28-20203'-1"95
8"338"2 3
8" O.D. TUBING
SURFACE
FLANGE MOUNT
GROUND LEVEL
5'-23
8"
IN-GROUND ANCHOR MOUNT 8"3"C1ELECTRICAL IN STORM OUTWATER INGAS INpp
ir
ir
e
e
e
e
t
e
e
s
irir
ir
ir
e
e
s
s
e
irir
e
e
w
ir
e
t
e
pp
e e
t
gggggggggggggggjb
jb
jb belPL PL PL PL PL
P
L
PLPLPLPL PL
PLPLPL PL PL
PLPLPLPLPL PL PLPLPLPLPLPLPL
PLPLPLPLFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel
FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
gggggggggggggggggggg
bel
bel
bel
bel
belbelbelbelbelbelbelbelbelbelbelbelbel
bel
bel
b
e
l
b
e
l
b
e
lSIGSIGSIGSIGSIGSIG
SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG
SIG
w
ppAAC2441BBSTORM OUT3WASTE OUT OPTION
WASTE OUT OPTIONWASTE OUT OPTIONSTORM OUTLOD LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLOD
LODLODLODLOD LOD LODLODLODLODLODLODLOD
LOD LOD
PL PL PL PL PL
P
L
PLPLPLPL PL
PLPLPL PL PL
PLPLPLPLPL PL PLPLPLPLPLPLPL
PLPLPLPLC1ELECTRICAL IN STORM OUTWATER INGAS INpp
ir
ir
e
e
e
e
t
e
e
s
irir
ir
ir
e
e
s
s
e
irir
e
e
w
ir
e
t
e
pp
e e
t
gggggggggggggggjb
jb
jb belPL PL PL PL PL
P
L
PLPLPLPL PL
PLPLPL PL PL
PLPLPLPLPL PL PLPLPLPLPLPLPL
PLPLPLPLFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel
FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
gggggggggggggggggggg
bel
bel
bel
bel
belbelbelbelbelbelbelbelbelbelbelbelbel
bel
bel
b
e
l
b
e
l
b
e
lSIGSIGSIGSIGSIGSIG
SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG
SIG
w
ppAAC2441BBSTORM OUT3WASTE OUT OPTION
WASTE OUT OPTIONWASTE OUT OPTIONSTORM OUTLOD LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLOD
LODLODLODLOD LOD LODLODLODLODLODLODLOD
LOD LOD45'18.7'25.3'11.8'40.5'73.4'16'28'32'0.5'0.5'38.3'50.6'92.8'
198'
152'
44'8'' W8'' WSDSDSDSDSDSD
S
S
SD
SSSS
SS
SD 8'' WSD SDSDSDSD2'
'
W
2'' W 2'' W 2'' W W
CO
CO
CO
CO
CO
CO
CO
8'' W8'' W8'' WS
8'' W 8'' W
W
9'
TYP.90'9.5'63'27'9'9.5'8'63.5'8.5'12.5'70'69.4'7'R
3
0
'R30'10'14'110.1'5'15.8'
R
5
'
R3'R
3
'R5'
R
5
'R3'
R
3
'
4.3'32'28'205.5'30'134.7'15.5'
28'
90.6'
12.7'10'7.6'19.3'1.6'25'19'19'TYP.25'19'1.8'R5'
R3'
R3'HO R R O C
K
SEN
G I N E E R SN
0 20'40'
SCALE: 1" = 20'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
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
12.0"
4.0"
2.5"
LIGHT DUTY
BIKE RACK DETAIL
WEIR
=
C2
INV.
I
N
=
B
PROFILE VIEW6"0.2'BAFFL
E
=
C
1
10' (TYP.)
INFILTRATION TRENCH 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)+15%
VOLUME
PROVIDED
(FT3)
1 2657.31-2658.47 2656.00 49.00 15.00 5.00 2651.00 2647.50 2640±8.00
POORLY
GRADED
GRAVEL
W/ SAND
1471.00 1470.00
H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1870-1908_CZC.dwg - Layout1 - 1/28/2020 11:43am, hallie.runyan
1 5
REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE
C PROJECTCHECKEDD
B
A
#2 3 4
2775 W. Navigator Dr., Suite 210Meridian, ID 83642(208) 895-2520ID-1870-1908RSHRTS11-21-19CZCPARAMOUNT - URGENT CAREMERIDIAN, IDHAO1
CZCPUBLICSEWEREASEMENTCONCRETE
NOTES
1.DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
2.RADII ARE 3' UNLESS OTHERWISE NOTED.
LEGEND
LIMIT OF DISTURBANCE (LOD)N. FOX RUN WAYSITE INFORMATION
TOTAL LOD AREA: 48,033 SF (1.10 AC)
BUILDING INFORMATION
·TOTAL BUILDING FOOTPRINT: 5,375+/- SF
·TOTAL BUILDING AREA (ALL FLOORS): N/A
·MAXIMUM BUILDING HEIGHT: 65'-0"
·APPROXIMATE BUILDING HEIGHT: 23'-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: 21
·*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
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
US HWY 20/26
PROPOSED BUILDING
FUTURE IMPROVEMENTS BY OTHERS
FUTURE IMPROVEMENTS BY OTHERS
FUTURE IMPROVEMENTS BY OTHERS
HANDICAP SPACES,
TYP. (2 TOTAL)
10' PEDESTRIAN
PATH BY OTHERS
(1) 2.5" METER AND SERVICE LINE
6" TEMPORARY
ROLLOVER
CURB
LIMIT OF DISTURBANCE,
TYP.
SAND/OIL
SEPARATOR
PROPOSED CONCRETE
SIDEWALK, TYP.
CONNECT TO EXISTING
SANITARY SEWER
SEE ARCHITECTURAL
PLANS FOR TRASH
ENCLOSURE
DUMPSTER PAD
STORM DRAIN
INLET TYP.
ADA RAMP, TYP.
CONNECT TO EXISTING
12" WATER STUB
FIRE HYDRANT
FIRE RISER ROOM
APPROXIMATE FCD LOCATION
4" SEWER SERVICE
CONCRETE PAD FOR
BIKE STALLS SEE
LANDSCAPE ARCHITECT
PLANS
STORM WATER
INFILTRATION SYSTEM
FUTURE PROPERTY LINE
FUTURE
PROPERTY LINE
EX. FIRE
HYDRANT
LIMIT OF DISTURBANCE,
TYP.
6" PRIVATE SEWER SERVICE
8" PUBLIC WATER SERVICE
FUTURE US HWY
20/26 ROW
PARCEL: 2
47173 SQ FT
1.08 ACRES
PARCEL: 2
30944 SQ FT
0.71 ACRES
PARCEL: 1
23651 SQ FT
0.54 ACRES
10 FOOT PUBLIC WALKWAY TO BE
CONSTRUCTED WITH CHINDEN
WIDENING/IMPROVEMENTS SET, BY OTHERS
PARCEL: 4
36607 SQ FT
0.84 ACRES
PARCEL: 3
15693 SQ FT
0.36 ACRES PUBLICWATEREASEMENT8" WATER STUB
FOR FUTURE
CONNECTION
CONNECT TO EXISTING
8" WATER STUB
FIRE HYDRANT
8" WATER STUB
FOR FUTURE
CONNECTION
8" WATER STUB
FOR FUTURE
CONNECTION
8" WATER STUB
FOR FUTURE
CONNECTION
8" WATER STUB
FOR FUTURE
CONNECTION
FUTURE IMPROVEMENTS BY OTHERS
6" PRIVATE SEWER SERVICE
6" PRIVATE SEWER SERVICE
6" PRIVATE SEWER SERVICE
6" PRIVATE SEWER
SERVICE
PUBLIC WATER
EASEMENT