ACHD TransmittalPlanning 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:(2/2/20182/7/2018)
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
Alternative Compliance
Annexation and Zoning
Certificate of Zoning Compliance
City Council Review
Comprehensive Plan Map Amendment
Comprehensive Plan Text Amendment
Conditional Use Permit
Conditional Use Modification (check 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
UDC Text Amendment
Vacation (check only 1)
Director
Commission
Variance
Other
Applicant Information
Applicant name: Phone:
Applicant address: Email:
City: State: Zip:
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:2562 W EXCURSION LN MERIDIAN , ID 83642 Township, range, section: 3N 1W 14
Assessor’s parcel number(s): ___________ ______________ Total acreage: Zoning district:
x
Horrocks Engineers 208-895-2520
2775 W. Navigator Dr., Suite 210 scottd@horrocks.com / robs@horrocks.com
Meridian ID 83642
Engineer ConsultantApplicant’s interest in property: Own Rent Optioned Other
Owner name: BVASB TEN MILE PHASE 2 BUILDING LLC
Meridian ID 83642
Developer
BVA Development LLC
2775 W. Navigator Dr., Suite 220
Meridian ID 83642
roberta@bvadev.com / tonn@bvadev.com
roberta@bvadev.com
robs@horrock.com
scottd@horrocks.com
208-287-0518
2929 W. Navigator Way, Suite 400 jwardle@brightoncorp.com
208-616-1050
S1214314956 C-G4.593
X
kindi.moosman@horrocks.com / robs@horrocks.com
roberta@bvadev.com
robs@horrocks.com
kindi.moosman@horrocks.com
x
TM Crossing Building No. 8
A-2020-0116
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:(2/7/2018)
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 (for multi-family developments only):
1 bedroom: 2–3 bedrooms: 4 or more bedrooms:
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:
N/A
6:00 AM to 11:00 PM
None
Scott Duffin
C-G
1 0
Owner
, PE on behalf of the developer and property owner
05/14/2020
s.f.NA
(already zoned C-G)
(already zoned C-G)
76' 4"
124,070
Kindi Moosman, Planner on behalf of the developer and property owner
Ten Mile Crossing
CZC, Design Review, and Alternative Compliance for Ten
Mile Crossing Office Building No. 7.
x
Nampa Meridian Irrigation Company
Ridenbaugh Canal Lateral Well
9,380 SF
373
cushingterrell.com
March 10, 2020
Eagle View Landing Office Building 7 Design Review Narrative
The proposed “Office Building 7” at Eagle View Landing is 5 stories, with just under 25,000
square feet per floor. The initial shell construction will contain a central core with restrooms,
janitor’s closet, two elevators, and an electrical room.
The site is located on the northeast quadrant of Ten Mile and I-84, in Ten Mile Crossing. This development’s location serves as a gateway to Meridian and the growing Treasure Valley. The development is being planned as such, with a mix of commercial offices and healthcare, among other future uses. Office Building 7 is designed to be integral and cohesive to this development. There is consistency in the materiality and architecture, while varying the appearance of individual buildings. Office Building 7 will be of similar scale to adjacent planned office buildings.
The Office Building 7 form is similar to proposed adjacent office buildings. It utilizes an efficient rectangular form with exposed stair towers adjacent to main entrances, helping to break up the north and south elevations. High performance glazing maximizes daylight within while taking advantage of 360 degree views. It also creates banding on the outside, accented with surrounding EIFS massing, and a masonry base to ground the building while providing a more durable material adjacent to higher traffic exterior areas. EIFS banding provides façade
articulation, includes locations for major tenant signage on the building, and will utilize LED
accent strip lighting around the perimeter to subtly highlight architectural elements and add
visual interest at night. Vertical shading fins reduce interior solar exposure and add additional
depth and visual interest.
Primary building entries, with adjacent stair towers as “beacons,” define their locations from a
distance. Entries are proportioned for pedestrian scale and comfortable approach for daily users.
The stair towers are broken up with vertical windows that allow natural light into the stairwells,
promoting occupant use over elevators throughout the day while backlighting from within to
define their location at night.
Building massing, materiality and proportions work together to create a unified building with a
modern, clean aesthetic.
ss ss ss ss ss ss ss ss ss ss ss ss ss ss
10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd10'' sd 10'' sd
8'' w8'' w8'' w8'' wirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr irr
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