2020 02-29 CV MOB1 CZC - Civil Site PlanLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD
L
O
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD104
2531.92
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 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
1 2 3 4 5 6 7 8 9 10 11 12 13 14
A
B
C
D
R20'
R
5
'
R
3
0
'R30'R30'R30'R5
'R10'
R10'8'' w8'' w8'' w8'' w8'' ws s
sd
s
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
PROPOSED BUILDING
FOOTPRINT = 40,314 SF
TOTAL = 70,870 SFWWSD
SDSDSDSDSD SDSDSD
coSS
co
S
S
S
S
SDWW
INFILTRATION
BED #2
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.
PROPOSED 8"
WATER LINE
CONNECT
TO EXISTING
WATER LINE
CONNECT
TO EXISTING
SEWER LINE
PROPOSED
4" SEWER
SERVICE
INSTALL SEVEN BIKE RACKS
(FOURTEEN STALLS)
PER CITY OF MERIDIAN
STANDARDS
PROP. 20' WATER
EASEMENT
6" FIRE SERVICES
STORM
DRAIN LINE
STORM DRAIN
LINE
STORM DRAIN
LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM
DRAIN INLET
TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.PROPOSED FIRE
HYDRANT
HANDICAP
PARKING SPACE HANDICAP
PARKING SPACE
HANDICAP
PARKING SPACE
HANDICAP
PARKING
SPACE
SAND AND
GREASE TRAP #4
SAND AND
GREASE TRAP #2
EX. WATER LINE
EX. SANITARY SEWER LINE
W. TREE CREST DR.
EX. PRESSURE
IRRIGATION LINE
EX. STORM DRAIN
PROPOSED TRASH ENCLOSURE PER
ARCHITECTURAL DETAIL
ADA RAMP TYP.
ADA RAMP TYP.ADA RAMP TYP.
ADA RAMP TYP.30'25'38'25'38'30'17'7'R5'
R
5
'
R5'
R5'
24.5'28'18.2'29'81'9'108'54'9'54'18'25'40'32'57.3'36.7'R20'
STORM DRAIN
INLET TYP.28'24'28'
INFILTRATION
BED #4
SAND AND
GREASE TRAP #1
INFILTRATION
BED #1
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
INFILTRATION
BED #3
SAND AND
GREASE TRAP #3
ADA RAMP TYP.ADA RAMP TYP.
R
5
'R5'R5'
STORM DRAIN LINE
63'9'63'27'72'32.5'72'9'81'10'
10'28'20'
28'17'27'36'32.5'54'10'
10'28'20'
28'17'25'38'25'38'8'81'9'
108'81'9'81'9'19'28'19'19'28'19'13.7'72'9'72'25'22'7'15.3'8'28'45'20'68'91'20'
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.9'TYP.9'TYP.9'TYP.19'TYP.19'TYP.19'TYP.19'TYP.19'TYP.19'TYP.19'TYP.19'TYP.19'TYP.27'
20.5'14.3'25'7'13.9'394.2'112.2'12.8'7'66'7'6.2'108'9'108'9'108'9'108'34'
6.3'6'28'
30.5'
8.4'17.6'93'20'20'72'
68'
54'108'4.3'
3.8'6'
(2) 2" METERS WITH (2) 2"
LINES FROM THE MAIN
MANIFOLDED POST METER
INTO A SINGLE 4" LINE
7'18'19'17'17'R10'R1
0
'62.7'36'7'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'7.8'54'
7.8'7.8'54'36'54'26'108.3'69.6'STORM DRAIN
INLET TYP.
86.3'79.8'30.5'80.7'HO R R O C
K
SEN
G I N E E R SN
0 30'60'
SCALE: 1" = 30'
SITE INFORMATION
TOTAL LOD AREA: 235,189 SF (5.39 AC)
PROPOSED BUILDING
·TOTAL BUILDING FOOTPRINT: 40,314+/- SF
·TOTAL BUILDING AREA (ALL FLOORS): 70,870+/-SF
·MAXIMUM BUILDING HEIGHT: 41'-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: 142
·PARKING STALLS PROVIDED: 355
·*HANDICAP STALLS REQUIRED: 8
·**HANDICAP STALLS PROVIDED: 8
·BICYCLE PARKING STALLS REQUIRED: 14
·BICYCLE PARKING STALLS PROVIDED: 14
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 THE REQUIREMENTS OF ISPWC SECTION 810 CLASS III
PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE
MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR GRANULAR STRUCTURAL
FILL (UNCRUSHED).
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY
SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
SITE GEOTECHNICAL REPORT b161073g BY MTI DATED 08-31-2016.
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
LIGHT DUTY
WEIR
=
C2
INV.
I
N
=
B
PROFILE VIEW6"0.2'BAFFL
E
=
C
1
PROPOSED CONCRETE SIDEWALK
LEGEND
LIMIT OF DISTURBANCE (LOD)
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 2535.8 2533.75 93 20 7 2526.75 2525.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,193 5,208
2 2533.7 2531.25 68 20 7 2524.25 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 3,772 3,808
3 2533.3 2531.25 68 20 7 2524.25 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 3,805 3,808
4 2534.7 2532.75 91 20 7 2525.75 2524.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,096 5,096
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
LOD LOD
SEEPAGE BED
BIKE RACK DETAIL
PROPOSED LIGHT DUTY ASPHALT
PAVEMENT (UNHATCHED )
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
2'35"24"
NOTES:
CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS ADJOINING
SIDEWALK
GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS
INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING
MANUFACTURER'S INSTRUCTIONS
RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH
WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE
H:\!2018\ID-1337-1808 Central Valley Plaza\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\Central Valley MOB CZC.dwg - Layout1 - 2/28/2020 11:05am, michael.oreilly
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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
2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-510002/28/2020MPOMPOTSID-1337-18082.5"
4.0"
12.0"
1
1 OF 1MOB BUILDING AT CENTRAL VALLEYMERIDIAN, IDMERIDIAN CZCSITE PLAN2.5"
4.0"
12.0"