ACHD Transmittal (A-2021-0120)Applicant name:JACKSON CLEVERLEY Phone:
Applicant address:
2775 W NAVIGATOR DRIVE SUITE 220, MERIDIAN, ID
83642 Email:jackson@bvadev.com
Owner name:TOMMY ALHQUIST, BVA DEVELOPMENT, LLC Phone:Fax:2088412863
Owner address:
2775 W NAVIGATOR DR SUITE 220,
MERIDIAN, ID 83642 Email:
Administrative
Applicant Information
Type of Review Requested
File number:A-2021-0120
Assigned Planner:Stacy Hersh
Related Files:
Subject Property Information
Location/street address:2512 W NAVIGATOR DR
Assessor's parcel number(s):R8484030100
Township, range, section:3N1W14
Agent name (e.g. architect, engineer, developer, representative):JACKSON CLEVERLEY
Firm name:Phone:Fax:
Address:2775 W NAVIGATOR DRIVE SUITE 220 Email:jackson@bvadev.com
Contact name:Phone:Fax:
Contact address:Email:
Project/Application Name:TM Crossing Office Building No.6 - CZC
Description of Work:3 story, 75,000 square feet of office space, located in the Ten Mile Crossing office park
Project Description
Planning Division
ADMINISTRATIVE APPLICATION
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
1
APPLICATION TYPES
Alternative Compliance - ALT:UNCHECKED
Certificate of Zoning Compliance - CZC:CHECKED
Does project have prior approval?:No
Does your project contain new construction and/or modifications to an existing
building or the site?:
No
Design Review - DES:UNCHECKED
Private Street - PS:UNCHECKED
Vacation - VAC:UNCHECKED
ADDRESS VERIFICATION
Address Verification Permit Number:LDAV-2021-0407
TYPE OF USE PROPOSED
Residential:UNCHECKED
Office:CHECKED
Commercial:UNCHECKED
Employment:UNCHECKED
Industrial:UNCHECKED
Single-Family Detached:UNCHECKED
Single-Family Attached:UNCHECKED
Townhouse:UNCHECKED
Duplex:UNCHECKED
Multi-Family:UNCHECKED
Vertically Integrated:UNCHECKED
PUBLIC WORKS INFRASTRUCTURE
Does this project require the extension of public infrastructure?:No
I agree to upload required checklist items for review:UNCHECKED
I acknowledge deferral of the required checklist items, may require additional
review time:
UNCHECKED
I agree to upload required checklist items with the building application:UNCHECKED
PROPERTY INFORMATION
General Location:Corner of I-84 and Ten Mile
Current Land Use:Bare Lot
Total Acreage:4.35
Prior Approvals (File Numbers):N/A
ZONING DISTRICT(S)
R-2:UNCHECKED
R-4:UNCHECKED
R-8:UNCHECKED
R-15:UNCHECKED
Application Information
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
2
R-40:UNCHECKED
C-N:UNCHECKED
C-C:UNCHECKED
C-G:CHECKED
L-O:UNCHECKED
M-E:UNCHECKED
H-E:UNCHECKED
I-L:UNCHECKED
I-H:UNCHECKED
O-T:UNCHECKED
TN-C:UNCHECKED
TN-R:UNCHECKED
County:UNCHECKED
PROJECT INFORMATION
Site Plan Date (MM/DD/YYYY):5/12/2021
Landscape Plan Date (MM/DD/YYYY):6/15/2021
Elevations Date (MM/DD/YYYY):6/8/2021
Percentage of Site Devoted to Building:13.4
Percentage of Site Devoted to Landscaping:15.6
Percentage of Site Devoted to Paving:71
Who will own and Maintain the Pressurized Irrigation System in this Development:BVA Development
Irrigation District:Nampa Meridian
Primary Irrigation Source:PI System
Secondary Irrigation Source:City Water
Square Footage of Landscaped Areas to be Irrigated by City Water Connection:0
Proposed Building Height:65'
Number of Standard Parking Spaces Provided:330
Number of Compact Parking Spaces Provided:0
In Reclaimed Water Buffer:No
QUALIFYING OPEN SPACE
Open Grassy Area (min. 50' x 100'):UNCHECKED
Community Garden:UNCHECKED
Ponds or Water Features:UNCHECKED
Plaza:UNCHECKED
Additions to Public Park:UNCHECKED
Collector Street Buffer:UNCHECKED
Arterial Street Buffer:UNCHECKED
8' or 6' Wide Parkways:UNCHECKED
10' Parkway Along Arterials:UNCHECKED
Stormwater Detention Facility:UNCHECKED
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
3
QUALIFYING SITE AMENITIES
Clubhouse:UNCHECKED
Fitness Facilities:UNCHECKED
Enclosed Bike Storage:UNCHECKED
Public Art:UNCHECKED
Picnic Area:UNCHECKED
Additional 5% Open Space:UNCHECKED
Communication Infrastructure:UNCHECKED
Dog Owner Facilities:UNCHECKED
Neighborhood Business Center:UNCHECKED
Swimming Pool:UNCHECKED
Children's Play Structure:UNCHECKED
Sports Courts:UNCHECKED
Pedestrian or Bicycle Circulation System:UNCHECKED
Transit Stop:UNCHECKED
Park and Ride Lot:UNCHECKED
Walking Trails:UNCHECKED
APPLICATION DISCLAIMER
I have read and accept the above terms:CHECKED
Your signature:Jackson Cleverley
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
4
cushingterrell.com
July 2, 2021
Ten Mile Crossing Office Building 6 Material Narrative
The proposed “Office Building 6” at Ten Mile Crossing utilizes the following materials, as shown and referenced on the CZC elevations:
Concrete Masonry Veneer: Basalite #399 ground face, 4” x 16” nominal dimensions, located
around the base of the building perimeter. This durable material grounds the building and
provides a durable pedestrian interface. Gray grout provides light contrast, and the wainscot is
topped with a dark gray precast concrete cap.
Exterior Insulation and Finish System: Utilized as the primary opaque material, dark gray EIFS
provides a consistent feel around the building, and frames storefront at the second and third
floor. A white band surrounds this frame, adding dimension. Light gray EIFS is used at the north
stair tower. Expansion joints & reveals are used throughout as required and as adds dimension
to the façade, breaking the material plane.
Storefront and Curtain Wall: Clear-anodized aluminum storefront with high-performance glass,
used throughout the building. Curtain wall is used in key locations to create interest and aid
wayfinding.
Metal Shading Device: Metal frame with shading mesh provides protection from solar exposure
and adds dimension and variation to the building elevations.
ACM & canopy facia: Bonded aluminum panels used to frame the primary entrance. Smooth panels with joint reveals. Colors: white & dark gray.
Fiber Cement Rainscreen: High-density cementitious material in large panels provides a durable look and feel with regular reveals between panels. Color: Light gray.
Mechanical Screen: Fluted metal, painted light gray.
Trash & generator enclosure: Utilizes the dark gray concrete masonry material used around the base of the primary building. Gates are heavy duty metal-fabricated and are painted dark gray or black to blend with the rest of the enclosure.
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9'ID-2240-2002RBSNKH NKH5-12-2021SITE 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 - 6/15/2021 03:14pm, doug.manville
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 23 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 SEPARATEAPPLICATION WILL BE MADE TO THE CITY FORTHE 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
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
PROPOSED
PROPERTY LINE
HANDICAP
PARKING
SPACE
LIMIT OF DISTURBANCE (LOD)LOD LOD
PROPOSED BICYCLE RACKS
ADA RAMP TYP.
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 BEDSTORM 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.)