Site Planss ss ss ss ss ss ss ss ss ss ss ss ss ss
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irrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirr12'' SD12'' SD SDSDSDSDSDSDSDSDCOCOS
RD
RD
CO
SDCO
SDE
A
8
8
9
9
B
C
D
VESTIBULE
101
101A101B
13
LEASABLE SPACE
112
Elev E2Elev E21 2 3 4 6 7
D
C
A
5
AA
3.4 4.4
DD
2.8 3.8
B SDLOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
L
O
D
LODLODLODLODLODLODLODLODLOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODSS SS SS
CO
CO
PL PLPLPL8.53'17'25'17'7.5'5'220.5'5'7.5'17'25'38'25'14.71'112.5'19'24'5.5'4.43'40.07'90'19.5'24'28.64'81'44'96'17'25'38'25'
5'7'19.34'13.66'5.5'36'25'6'90'7'24'19'28.14'108'20'24'30.1'9.14'13.66'10'15'8'12.23'24.5'4.43'4.43'5.5'5.5'63'7.95'6.05'19.5'24'25'25.52'15.5'6.56'19.5'7'5'78.83'6'25'C1C2C3C4 C8C920'20'24'20'20'26.04'20'20'24.5'17'19'12.27'Curve Table
Curve #
C1
C2
C3
C4
C8
C9
Length
23.55'
7.85'
7.85'
7.86'
7.85'
7.85'
Radius
15.00'
5.00'
5.00'
5.00'
5.00'
5.00'
Delta
89°58'12"
90°00'00"
90°00'00"
90°01'46"
90°00'00"
90°00'00"
Chord Direction
S45°49'20"W
N44°11'34"W
N45°48'26"E
S44°10'41"E
N45°48'26"E
N44°11'34"W
Chord Length
21.21'
7.07'
7.07'
7.07'
7.07'
7.07'
O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\02 Sheet Files\Building 7\ID-2241-2002_BUILDING 7 CZC.dwg - CZC - 5/20/2020 04:33pm, niko.hardman
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
2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-5100ID-2241-2002RSNKH NKH5/18/20SITE PLANMERIDIAN CZCOFFICE BUILDING 7MERIDIAN, ID1 OF 1
1HORRO
C
K
SEN
G I N E E R SN
0 30'60'
SCALE: 1" = 30'
SITE INFORMATION
TOTAL LOD AREA: 76,920 SF (1.77 AC)
PROPOSED BUILDING
·TOTAL BUILDING FOOTPRINT: 24,990+/- GSF
·TOTAL BUILDING AREA (ALL FLOORS): 124,070+/- GSF
·MAXIMUM BUILDING HEIGHT: 76'-4"
·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: 248
·PARKING STALLS PROVIDED: 373
·*HANDICAP STALLS REQUIRED: 8
·**HANDICAP STALLS PROVIDED: 8
·BICYCLE PARKING STALLS REQUIRED: 15
·BICYCLE PARKING STALLS PROVIDED: 16
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
NOTES
1.DIMENSIONS ARE TO FRONT
FACE OF CURB
FOR DRIVE ISLES.
2.RADII ARE 3.5' UNLESS
OTHERWISE NOTED.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
PROPOSED CONCRETE SIDEWALK
LEGEND
BIKE RACK DETAIL
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. A
SEPARATE APPLICATION WILL BE MADE TO
THE CITY FOR THE AREA.
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
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
LIMIT OF DISTURBANCE (LOD)LOD LOD
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 STANDARD FOR CRUSHED AGGREGATE MATERIAL
STRUTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPY THAT THE MAXIMUM MATERIAL
DIAMETER IS NO MORE THAN 2
3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1.
- 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 B191814g BY MTI DATED 11/14/19.
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
20.0"
4.0"
3.0"
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
4.0"
16.0"
2.5"
LIGHT DUTY
PROPOSED
TRASH
ENCLOSURE
PROPOSED
BUILDING 7
PROPOSED HEAVY
DUTY ASPHALT (TYP.)
(DEMO EX LD ASPHALT)
EXISTING HEAVY
DUTY ASPHALT
PROPOSED 6" SANITARY
SEWER SERVICE
SEWER CONNECTION
EXISTING HEAVY
DUTY ASPHALT
EXISTING LIGHT
DUTY ASPHALT
EXISTING HEAVY
DUTY ASPHALT
EXISTING
INFILTRATION
BED
RELOCATE
EXISTING STORM
DRAIN CATCH BASIN
EXISTING STORM
DRAIN CATCH BASIN
(DEMO)
EXISTING
INFILTRATION BEDEXISTING LIGHT
DUTY ASPHALT
EXISTING HEAVY
DUTY ASPHALT PROPOSED HEAVY
DUTY ASPHALT (TYP.)
(DEMO EX LD ASPHALT)
EXISTING STORM
DRAIN CATCH BASIN
(DEMO)
RELOCATE
EXISTING STORM
DRAIN CATCH BASIN
PROPOSED STORM
DRAIN CATCH BASIN
(TYP.)
RELOCATE
EXISTING STORM
DRAIN CATCH BASIN
8" WATER SERVICE
STUB FOR FUTURE CONNECTION
ADA RAMP
(TYP.)
ADA RAMP
(TYP.)
HANDICAP
PARKING
SPACE
HANDICAP
PARKING
SPACE
PROPOSED
BICYCLE
RACKS
EXISTING
PROPERTY LINE
ADA RAMP
(TYP.)
EXISTING
PARKING STALLS
EXISTING CELL
TOWER PARCEL
2,400 SF