ACHD Transmittal(A-2020-0119)Planning Division
DEVELOPMENT REVIEW APPLICATION
Community Development Planning Division 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning
-1 Rev:(2/11/2020)
STAFF USE ONLY:
Project name:
File number(s):
Assigned Planner: Related files:
Type of Review Requested (check all that apply)
Accessory Use (check only 1)
Daycare
Home Occupation
Home Occupation/Instruction for 7 or more
Administrative Design Review
DR Modification
Alternative Compliance
Annexation and Zoning
Certificate of Zoning Compliance
CZC Modification
City Council Review
Comprehensive Plan Map Amendment
Comprehensive Plan Text Amendment
Conditional Use Permit
Conditional Use Permit Modification ( only 1)
Director
Commission
Development Agreement Modification
Final Plat
Final Plat Modification
Landscape Plan Modification
Preliminary Plat
Private Street
Property Boundary Adjustment
Rezone
Short Plat
Time Extension (check only 1)
Director
Commission
Council
UDC Text Amendment
Vacation (check only 1)
Director
Commission
Variance
Other
Applicant Information
Applicant name: Phone:
Applicant address: Email:
City: State: Zip:
Applicant’s interest in property: Own Rent Optioned Other
Owner name: Phone:
Owner address: Email:
City: State: Zip:
Agent/Contact name (e.g., architect, engineer, developer, representative):
Firm name: Phone:
Agent address: Email:
City: State: Zip:
Primary contact is: Applicant Owner Agent/Contact
Subject Property Information
Location/street address: Township, range, section:
Assessor’s parcel number(s): __________________________ Total acreage: Zoning district:
TM Crossing Office Building No. 8 A-2020-0119
Stacy Hersh
Community Development Planning Division 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning
-2- Rev:(2/11/2020)
Project/subdivision name:
General description of proposed project/request:
Proposed zoning district(s):
Acres of each zone proposed:
Type of use proposed (check all that apply):
Residential Office Commercial Employment Industrial Other
Who will own & maintain the pressurized irrigation system in this development?
Which irrigation district does this property lie within?
Primary irrigation source: Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
Residential Project Summary (if applicable)
Number of residential units: Number of building lots:
Number of common lots: Number of other lots:
Proposed number of dwelling units and square footage of living area (for multi-family developments only):
1 bedroom: 2–3 bedrooms: 4 or more bedrooms:
(up to: 500 sq. feet) (up to: 250-500 sq. feet) (up to: 500 up to 1200 sq. feet)
Minimum square footage of structure (excl. garage): Maximum building height:
Minimum property size (s.f): Average property size (s.f.):
Gross density (Per UDC 11-1A-1): Net density (Per UDC 11-1A-1):
Acreage of qualified open space: __________________ Percentage of qualified open space: __________________
Type and calculations of qualified open space provided in acres (Per UDC 11-3G-3B):
Amenities provided with this development (if applicable):
Type of dwelling(s) proposed: Single-family Detached Single-family Attached Townhouse
Duplex Multi-family Vertically Integrated Other ____________________________________
Non-residential Project Summary (if applicable)
Number of building lots: Common lots: Other lots:
Gross floor area proposed: Existing (if applicable):
Hours of operation (days and hours): Building height:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name:
Applicant signature: Date:
2775 W. Navigator Dr., Ste. 210
Meridian, ID 83642
208-895-2520
www.horrocks.com
1
May 30, 2020
Meridian City Planning
Division 33 E. Broadway Ave., Suite #102
Meridian, ID 83642
Subject: CZC and Design Review Applications – Ten Mile Crossing Office Building Number 8
Dear Planning Personnel:
On behalf of our client, BVA Development, Horrocks Engineers submits this application for CZC and Design Review
for Office Building Number 8 to be built in the Ten Mile Crossing development. The proposed office building
consists of a 2-story structure with a total gross floor area of approximately 46,000 sf, and will provide Class A
office space for some of the area’s largest businesses.
The Ten Mile Crossing development is generally located to the north of I-84 and east of Ten Mile Road. The
proposed office building is located on part or all of parcels R8483020070, R8483040020, R8483040040,
R8483040060, R8483040080 and R8483040100 shown on the included vicinity map.
The proposed building straddles parcels R8483040100 and R8483040060 which will require a Parcel Boundary
Adjustment (PBA). It is our understanding that this CZC / Design Review application can be reviewed and approved
independently of the required PBA application.
The parcels along S. Wayfinder Avenue are zoned TN-C while the remaining parcels are zoned C-G. The building
footprint is located in the TN-C zoning designation.
A separate detailed narrative from the Architect (Cushing Terrell) to support the building Design Review
Application is also included with this packet for your review.
Thank you in advance for the consideration of this application and we look forward to working with the City
planning staff to maneuver it through the approval process.
Sincerely,
HORROCKS ENGINEERS
Kindi Moosman, Planner
Kindi.moosman@horrocks.com
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PROPOSED
BUILDING
±45,921 SF
EX. PRESSURE IRRIGATION LINE
EX. WATER LINE
EX. SANITARY SEWER LINE
EX. STORM DRAINEX. SANITARY SEWER LINEEX. WATER LINEEX. WATER LINE
FUTURE
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INFILTRATION
BED #2
INFILTRATION
BED #1
Parcel 2021
Block 2
SITE IMPROVEMENTS WITHIN THIS AREA
ARE INCLUDED FOR CZC AND DESIGN
REVIEW APPROVAL WITH THIS PLAN
SUBMITTAL BUT MAY BE COMPLETED AT
THE TIME OF THE ADJACENT “FUTURE
BUILDING” DEVELOPMENT. IF THE
IMPROVEMENTS IN THIS AREA ARE TO BE
COMLETED WITH THE FUTURE BUILDING
APPLICATION - THEY WILL BE INCLUDED IN
THE CZC AND DESIGN REVIEW PACKAGES
FOR THAT BUILDING.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
SAND AND
GREASE TRAP #3
PROPOSED 8" WATER LINE
(2) 2" METERS WITH (2) 2"
LINES FROM THE MAIN
MANIFOLDED POST METER
INTO A SINGLE 4" LINE
6" FIRE SERVICE
ADA RAMP TYP.
ADA RAMP TYP.
ADA RAMP TYP.
ADA RAMP TYP.
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
HANDICAP
PARKING SPACE
HANDICAP
PARKING SPACE
STORM DRAIN LINE
STORM DRAIN LINE
EX. 6" SEWER SERVICE
EX. FIRE HYDRANT
EX. FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED DUMPSTER
ENCLOSURE
20' WATER EASEMENT
HANDICAP
PARKING SPACE
STORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN LINE
STORM DRAIN LINESTORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.STORM DRAIN
INLET TYP.
SAND AND
GREASE TRAP #2
SAND AND
GREASE TRAP #1
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
STORM DRAIN LINE
PROPOSED
PROPERTY LINE
PROPOSED
SIDEWALK
30'34.5'20'81'9'81'9'81'13'26'19.5'7'17.6'214.5'6.5'11.5'7'7'9.7'30'19'15.5'30'9'90'7.5'90'7.5'81'9'19'26'
62.5'
14.5'8.5'107.6'13.4'
9'90'7.5'90'7.5'81'9'26'19'7.5'12.7'
54'7.5'90'7.5'81'9'26'19'7.5'15.5'
36'
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STORM DRAIN
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STORM DRAIN
INLET TYP.
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PROPERTY LINE
H:\!2020\ID-2327-2003 BVA - TMX Tilt-Up Office 1\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-2327-2003 CZC.dwg - Layout1 - 5/20/2020 11:40am, melissak
1 5
REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE
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#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'
CONCRETE
LEGEND
HEAVY DUTY PAVEMENT
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND
MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED
AGGREGATE BASE MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECH
REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO
VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
18.0"
4.0"
3.0"
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
12.0"
4.0"
2.5"
LIGHT DUTY
BIKE RACK DETAIL
SITE INFORMATION
TOTAL LOD AREA: 169,127 SF (3.88 AC)
BUILDING INFORMATION
·TOTAL BUILDING FOOTPRINT: 23,135 ± SF
·TOTAL BUILDING AREA (ALL FLOORS): 45,921 ± SF
·ALLOWABLE BUILDING HEIGHT: 65'-0"
·APPROXIMATE BUILDING HEIGHT: 41'-6"
ZONING REQUIREMENTS
·ZONING: CITY TN-C, TRADITIONAL NEIGHBORHOOD CENTER
·BUILDING SETBACKS:
- FRONT = 0'
- REAR = 0'
- SIDES = 0'
·LANDSCAPE SETBACKS:
- LOCAL = 10'
- COLLECTOR = 20'
- ARTERIAL = 25'
- ENTRYWAY CORRIDOR = 35'
- INTERSTATE = 50'
PROPOSED PARKING INFORMATION
·PARKING STALLS REQUIRED: 92
·PARKING STALLS PROVIDED: 176
·*HANDICAP STALLS REQUIRED: 7
·**HANDICAP STALLS PROVIDED: 7
·BICYCLE PARKING STALLS REQUIRED: 11
·BICYCLE PARKING STALLS PROVIDED: 12
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
CONTACT: TOM AHLQUIST
PHONE: 208-616-1050
WEIR
=
C2
INV.
I
N
=
B
PROFILE VIEW6"0.2'BAFFL
E
=
C
1
10' (TYP.)
INFILTRATION TRENCH 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)+15%
VOLUME
PROVIDED
(FT3)
1 68.00 40.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 5439.00 5440.00
2 58.00 40.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 4594.00 4640.00
2 64.00 35.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 4459.00 4480.00
LIGHT DUTY PAVEMENT
LOD LIMIT OF DISTURBANCE (LOD)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 ID-2327-2003TSMPOMPO-CZC STE PLANTEN MILE CROSSING - OFFICE #8MERIDIAN, ID1
E0.01
NOTES
1. DIMENSIONS ARE TO FRONT FACE OF
CURB FOR DRIVE ISLES.
2. RADII ARE 3' UNLESS OTHERWISE NOTED.
FUTURE PARKING INFORMATION
·PARKING STALLS REQUIRED: 100
·PARKING STALLS PROVIDED: 145
·*HANDICAP STALLS REQUIRED: 5
·**HANDICAP STALLS PROVIDED: 5
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 1 VAN ACCESSIBLE STALLS
EXISTING PROPERTY LINE
05.20.2020