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9'ID-2240-2002RBSJTM JTM07/08/2021SITE PLANMERIDIAN CZCTEN MILE CROSSING - BUILDING 6MERIDIAN, ID1 OF 1
1
H:\!2020\ID-2240-2002 BVA TM Crossing Office Building 6\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-2240-2002_CZC.dwg - BLDG 6 - 7/08/2021 04:14pm, jake.murphy
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) 763-5100HO R R O
C
K
SEN
G I N E E R SN
0 30'60'
SCALE: 1" = 30'
SITE INFORMATION
TOTAL LOD AREA: 184,293 SF (4.23 AC)
189,465 SF (4.35 AC)
PROPOSED BUILDING
·TOTAL BUILDING FOOTPRINT: 25,000 SF
·TOTAL BUILDING AREA (ALL FLOORS): 75,000 SF
·MAXIMUM BUILDING HEIGHT: 65'-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: 300
·PARKING STALLS PROVIDED: 330
·*HANDICAP STALLS REQUIRED: 8
·**HANDICAP STALLS PROVIDED: 8
·BICYCLE PARKING STALLS REQUIRED: 8
·BICYCLE PARKING STALLS PROVIDED: 8
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
NOTES
1.DIMENSIONS ARE TO BACK OF
CURB WHEN CURB IS PRESENT.
2.RADII ARE 3' UNLESS OTHERWISE
NOTED.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
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.
PROPOSED CONCRETE SIDEWALK
LEGEND
SEEPAGE BED
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:
1.CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS
ADJOINING SIDEWALK
2.GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS
3.INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING
MANUFACTURER'S INSTRUCTIONS
4.RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH
WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED
PURPOSE
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 LIGHT DUTY
ASPHALT PAVEMENT
PROPOSED
BUILDING 6
PROPOSED WATER
CONNECTION
HANDICAP
PARKING
SPACE
LIMIT OF DISTURBANCE (LOD)LOD LOD
PROPOSED BICYCLE RACKS
ADA RAMP
ADA RAMP
TYP.
ADA RAMP
TYP.
PROPOSED LIGHT
DUTY ASPHALT (TYP.)
ADA RAMP
TYP.
ADA RAMP
TYP.
ADA RAMP
TYP.ADA RAMP
TYP.
HANDICAP
PARKING
SPACE
PROPOSED HEAVY
DUTY ASPHALT (TYP.)
TRASH
ENCLOSURE
±24,000SF OF SHARED-USE
PATH AND LANDSCAPE
ENHANCEMENT AREA BY
OTHERS FOR TEN MILE
CROSSING OFFICE
BUILDINGS 5 AND 6
SHARED-USE PATH AND LANDSCAPE
ENHANCEMENT BY OTHERS.
PROPOSED SEWER
CONNECTION
PROPOSED SEEPAGE BED
STORM SAND &
GREASE TRAP (TYP.)
STORM INLET (TYP.)STORM DRAIN
LINE (TYP.)
8" WATER
LINE (TYP.)
6" SEWER SERVICE
LINE (TYP.)
8" SEWER
LINE (TYP.)
SEWER
MANHOLE (TYP.)
6" FIRE LINE
2" WATER SERVICE
LINE & 2" METER
6" FIRE HYDRANT
LIMITS OF
DISTURBANCE (TYP.)R4.5'