2020 04-22 CVP Flex 1 CZC Site PlanR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
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
LODLOD LOD LOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODA
B
C
1 2 3 4 5 6 8 9 10 11 12 137 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
SSSDSDSDSDSD
SSSSSSSSSSSSWWCO
S
SDSDSDSD SD SD SD SD SD SD SD SD
SDSDSDSD
SDSDSDSD
COSDSDSD SDSDSD
SDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSD
S
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S
D
SD SD SD SD SD SD SD SD SD SD SD SDSD
SD SD SD
SD SD SD
SD
SD
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SDSD
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CO SDSDSD
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SD
SD
CO
SD
S
D
CO
S
8'' W8'' WSTORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
INFILTRATION
BED #1
INFILTRATION
BED #2
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM
DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
SAND/OIL
SEPARATOR #2
PROPOSED FIRE
HYDRANT
8" PUBLIC WATER
SERVICE
WATER LINE
CONNECTION
6" FIRE
LINE
(2) 2" WATER METERS,
MANIFOLD TO 4"
SERVICE POST METER
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.
HANDICAP SPACES,
TYP. (2 TOTAL)
SEE ARCHITECTURAL PLANS
FOR TRASH ENCLOSURE
DUMPSTER PAD
6" CURB & GUTTER
6" CURB & GUTTER
PROPOSED CONCRETE
SIDEWALK, TYP.
PRIVATE SEWER
SERVICE
PROPOSED
BUILDING
HANDICAP SPACES,
TYP. (2 TOTAL)
PROPOSED CONCRETE
SIDEWALK, TYP.
PROPOSED CONCRETE
SIDEWALK, TYP.
CONNECT TO EXISTING
SANITARY SEWER
PRIVATE SEWER
SERVICE
6" CURB & GUTTER
6" CURB & GUTTER
SAND/OIL
SEPARATOR #1
6" CURB & GUTTER
HANDICAP SPACES,
TYP. (2 TOTAL)
STORM DRAIN
INLET TYP.
R1.5'
R
1
.
5
'
R5'R5'R5'R10'R10'42.3'128'19'10.5'23.7'28'19.5'19.5'30'13'28'135.3'30'28.9'16.5'99'19'10'9'9'10'9'9'10'9'9'10'9'9'10'9'9'10'9'10'15.8'10'8.5'23.9'40'
10.4'31.5'25.8'
40'99'9'99'18'99'27.1'26'25.6'
337.3'
3.6'17'19.5'14'9'19'13'16.3'31.5'31.5'31.5'42.7'R10'
5'
5'
1
2
.
7
'38'TYP.9'
TYP.19'TYP.9'
TYP.19'TYP.9'
TYP.19'TYP.9'
TYP.
19'
TYP.9'TYP.9'TYP.19'
TYP.19'TYP.9'
TYP
19'TYP.9'
TYP.
337.2'76.8'19'TYP.9'
TYP
19'TYP.9'
TYP19'TYP.9'
TYP19'TYP.9'
TYP19'TYP.9'
TYP
16.5'73.8'11.5'7.5'1
2
.
7
'19.3'5'16.5'5'18'19'42.7'30'19'9'9'45'72'63'27'30'27'54'72'24.3'40'
29.8'16'144'30.2'90'9'90'32.3'40'
9'
7'71.4'83.2'76.8'83.1'
LANDSCAPE BERM TYP.25'63'
76'30'W. TREE CREST DR.
W. WAVERTON DR.N. LEVI AVEINSTALL THREE BIKE RACKS (SIX STALLS)
PER CITY OF MERIDIAN STANDARDS
19'
31.5'6.7'31.8'48.9'6.8'15.5'13'7'5'6'6'
19.6'
STORM DRAIN
INLET TYP.
PROPOSED 20'
WATER EASEMENT
ADA RAMP
TYP.
ADA RAMP
TYP.
PROPOSED CONCRETE
SIDEWALK, TYP.
PROPOSED CONCRETE
SIDEWALK, TYP.PROPOSED CONCRETE
SIDEWALK, TYP.
STORM DRAIN
CLEAN OUT TYP.
STORM DRAIN
CLEAN OUT TYP.
5.5'5'10'8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' w8'' ws s
sd
12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w
co
co co
7.5'19.5'16.3'6'16.7'6'22'6'7.5'9'7'
3.8'
6'16.7'6'7.3'6'7'7.1'6'16.7'6'27.3'6'26.2'7'9'7'57.2'9'10.9'
SECURED
PARKING AREA
3'-1"95
8"338"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' UNLESS OTHERWISE NOTED.
H:\!2019\ID-1574-1901 Retail Flex - Central Valley Plaza\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1574-1901__CV-FLEX1_CZC.dwg - Layout1 - 4/06/2020 09:49am, hallie.runyan
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REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE
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B
A
#2 3 4
2775 Navigator Dr., Suite 210Meridian, ID 83642(208) 895-2520ID-1574-1901RSMDK,MBCTS04/06/2020CZC EXHIBITCENTRAL VALLEY FLEX BUILDING #1CENTERAL VALLEYMERIDIAN, ID1 OF 1
1.0HORRO
C
K
SEN
G I N E E R SN
0 20'40'
SCALE: 1" = 20'
CONCRETE
LEGEND
HEAVY DUTY PAVEMENT
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
SITE INFORMATION
TOTAL LOD AREA: 130,821 SF (3.00 AC)
BUILDING INFORMATION
·TOTAL BUILDING FOOTPRINT: 25,329 ± SF
·TOTAL BUILDING AREA (ALL FLOORS): 32,089 ± SF
·ALLOWABLE BUILDING HEIGHT: 65'-0"
·APPROXIMATE BUILDING HEIGHT: 41'-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: 60
·PARKING STALLS PROVIDED: 132
·*HANDICAP STALLS REQUIRED: 6
·**HANDICAP STALLS PROVIDED: 6
·BICYCLE PARKING STALLS REQUIRED: 6
·BICYCLE PARKING STALLS PROVIDED: 6
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
WEIR
=
C2INV. IN
=
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 2536.5 2534 76.00 30.00 7.00 2527 2526.50 2525±8.00 POORLY GRADED
GRAVEL W/ SAND 6347.00 6384.00
2 2535.5 2533 72.00 30.00 7.00 2527 2524.50 2525±8.00 POORLY GRADED
GRAVEL W/ SAND 4370.00 4410.00
LIGHT DUTY PAVEMENT
LOD LIMIT OF DISTURBANCE (LOD)