Site Plan1
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LO
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LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNN
SSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD SD SD SD SD SD SD SD SD
SD SD
SD SD SDSD
PROPOSED
SAND AND
GREASE TRAP #1
PROPOSED
SAND AND
GREASE TRAP #2
PROPOSED SAND AND
GREASE TRAP #4
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
LINE
STORM DRAIN
LINE
STORM DRAIN
LINE
STORM DRAIN
LINE
S
S
SSS
S
S S
S
S
S SSDSDSDWWWW8'' W8'' WPIPIPIPIPIPIPIPI PI PI PI PI PI
PIPIPIPISD8'' WSSSSSSSSSS SS SS
SSSSPIPIPIPIPIPI12'' SDSD8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' WEXISTING 6"
SEWER SERVICE
EXISTING 4" DOMESTIC
WATER SERVICE
EXISTING 6"
FIRE SERVICE
EX. STORM
DRAIN INLET
PROPOSED
BUILDING
±135,800 SF
EX. 8" WATER LINE
EX. 8" SEWER LINE
EX. 6" PRESSURE IRRIGATION LINEEX. 8" SEWER LINEEX. 6" PRESSURE IRRIGATION LINEEX. 8" WATER LINEEXISTING INFILTRATION
BED FOR COMMON
IMPROVEMENTS
72'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'38'45'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'8'19'30'17'18'20'9'
9'20'9'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'18'9'18'9'18'9'18'9'18'9'
9'20'20'9'18.5'9'18.5'9'
9'20'99'9'108'19'
19'
28.5'
7.5'8.5'
19'
7.5'
120.2'
12.4'
7.5'
41.9'
28.3'
23.5'40'25'40'25'40'25'40'25'40'25'20'
23.5'40'25'40'25'40'25'40'25'40'25'20'20'25'18'72'6'81'16'20'25'9'81'6'81'16'20'26'72'6'81'16'17'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'23.5'11'108'9'81'9'108'
78'30'EX. STORM
DRAIN LINE
EX. FIRE
HYDRANT
ADA RAMP ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
PROPOSED TRASH
ENCLOSURE PER
ARCHITECTURAL PLANS
ROAD B
ROAD CROAD AFUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
ICCU
IMPROVEMENTS
2
1
A B C D
2
2
1
1
E
RETAIL
IMPROVEMENTS
INFILTRATION
BED #2
INFILTRATION
BED #3
INFILTRATION
BED #4
12.4'63'78'54'65.2'32.2'98.7'26.5'59.7'9'72'18'54'9'54'9'30'9'81'9'
16.6'
23.5'
9.3'
23.5'15.5'23.9'39.3'25.9'39.4'64'30'54'25'68'30'
INFILTRATION
BED #1
PROPOSED SAND AND
GREASE TRAP #3
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
H:\!2019\ID-1600-1902 BVA Intuit Building - Eagle View Landing\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1600-1902 CZC Site Plan.dwg - Layout1 - 3/30/2020 08:22am, 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
C PROJECTCHECKEDD
B
A
#2 3 4
2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-5100HO R R O C
K
SEN
G I N E E R SN
0 40'80'
SCALE: 1" = 40'
SITE INFORMATION
TOTAL LOD AREA: 305,850 SF (7.02 AC)
PROPOSED BUILDING
·TOTAL BUILDING FOOTPRINT: 33,500+/- SF
·TOTAL BUILDING AREA (ALL FLOORS): 148,760+/-SF
·MAXIMUM BUILDING HEIGHT: 41'-0"
·MAXIMUM ALLOWABLE BUILDING HEIGHT: 76'-4"
(NOT INCLUDING MECHANICAL SCREEN)
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: 272
·PARKING STALLS PROVIDED: 569
·*HANDICAP STALLS REQUIRED: 12
·**HANDICAP STALLS PROVIDED: 8
·BICYCLE PARKING STALLS REQUIRED: 23
·BICYCLE PARKING STALLS PROVIDED: 24
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
THE OTHER 4 REQUIRED ADA STALLS WILL BE
CONSTRUCTED WITH THE DEVELOPMENT TO THE
WEST OF THE SOUTHERN LOT.
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 b181762g BY MTI DATED 12-18-2018.
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 2662.01 2660.00 64 30 7 2653.00 2525.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,370 5,376
2 2664.11 2662.00 52 25 7 2655.00 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 3,775 3,780
3 2663.75 2661.75 74 30 7 2654.75 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,710 5,712
4 2662.84 2660.75 78 30 7 2653.75 2524.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 6,550 6,552
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
3.0"
4.0"
18.0"
1
1 OF 1 EAGLE VIEW LANDINGMERIDIAN, IDOFFICE BUILDING #2 - CZC SITE PLAN-2.5"
4.0"
12.0"MARCH 2020HERMPOTSID-1600-1902