ACHD Transmittal-A-2020-0082Planning 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: roberta@bvadev.com / tonn@bvadev.com
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: 1020 S EAGLE RD MERIDIAN , ID 83642 Township, range, section: 3N1E16
Assessor’s parcel number(s): _______________________ Total acreage: Zoning district: C-G
x
Horrocks Engineers 208-895-2520
2775 W. Navigator Dr., Suite 210 scottd@horrocks.com / robs@horrocks.com
Meridian ID 83642
SubsidiaryApplicant’s interest in property: Own Rent Optioned Other
Owner name: BVABC Eagle View 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
208-616-1050
2775 W Navigator Dr., Suite 220
208-616-1050
S1116325510 52.7
X
x
Eagle View Landing Office Bldg
A-2020-0082
Joe Dodson
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: 76'4" (not incl. mechanical screen)
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name:
Applicant signature: Date:
CZC and Design Review for Eagle View - Building No. 2
N/A
6:00 AM to 11:00 PM
None
Scott Duffin
C-G
1 0
Nampa Meridian Irrigation Dist. Precinct 1
Owner
Barker Lateral Domestic / City
, PE on behalf of the developer and property owner
04/03/2020
148,760 s.f.NA
569*
*Including ADA stalls
(already zoned C-G)
(already zoned C-G)
Eagle View - Building No. 2
56,134 s.f.
2775 W. Navigator Dr., Ste. 210
Meridian, ID 83642
208-895-2520
www.horrocks.com
April 1, 2020
Meridian City Planning
Division 33 E. Broadway Ave., Suite #102
Meridian, ID 83642
Subject: CZC and Design Review Applications – Eagle View - Building No. 2
Dear Planning Personnel:
On behalf of our client, BVA Development, Horrocks Engineers submits this application for CZC and Design Review
for Eagle View Landing (EVL) Building 2 to be built in the Rackham Subdivision. The proposed building consists of a
5-story structure averaging 28,000 sf per floor with a total of approximately 150,000 sf.
The Eagle View Landing development is generally located at the southeast corner of Eagle Road and Interstate 84
(see included vicinity map). The project is part of the Eagle View Landing overall development, and is located on
Parcel No. S1116325510 consisting of approximately 53 acres. A final plat creating the parcel that this project will
reside on is now working its way through the process to recordation.
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.
The proposed building height of 76’-4” exceeds the allowable building height per the zoning requirements.
Therefore, in accordance with City requirements, the developer is providing an Alternative Compliance Application
with this submission to allow the extra height. The included Alternative Compliance narrative provides explains in
detail the proposed mitigation for this exception.
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
Scott Duffin, P.E.
Scottd@horrocks.com
cushingterrell.com
March 27, 2020
Eagle View Landing Office Building 2 Design Review Narrative
The proposed “Office Building 2” at Eagle View Landing is 5 stories, with nearly 28,000 square
feet per floor and 150,000 square feet overall. The initial shell construction will contain a central
core with restrooms, janitor’s closet, elevators, and an electrical room.
The site is located on the southeast quadrant of Eagle Road and I-84, in Eagle View Landing. 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 retail buildings. Office Building 2 is designed to be integral and cohesive to this development. There is consistency in the materiality and architecture, while appearance and massing is varied and adds visual interest. Office Building 2 will be of similar scale to adjacent planned office buildings.
The Office Building 2 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. At the northwest corner, the first floor extends outward. This helps to frame the shared courtyard and creates an opportunity for a rooftop patio amenity space. High performance glazing maximizes daylight within while taking advantage of views. It also creates banding on the outside, accented with surrounding EIFS massing. A masonry base grounds 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.
1
2
4
5
6
7
8
A
B
C
D
y1
x2
x1
x3
LO
D
LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNN
SSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSD SD SD SD SD SD SD SD SD
SD SD
SD SD SDSD
PROPOSED
SAND AND
GREASE TRAP #1
PROPOSED
SAND AND
GREASE TRAP #2
PROPOSED SAND AND
GREASE TRAP #4
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
LINE
STORM DRAIN
LINE
STORM DRAIN
LINE
STORM DRAIN
LINE
S
S
SSS
S
S S
S
S
S SSDSDSDWWWW8'' W8'' WPIPIPIPIPIPIPIPI PI PI PI PI PI
PIPIPIPISD8'' WSSSSSSSSSS SS SS
SSSSPIPIPIPIPIPI12'' SDSD8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' WEXISTING 6"
SEWER SERVICE
EXISTING 4" DOMESTIC
WATER SERVICE
EXISTING 6"
FIRE SERVICE
EX. STORM
DRAIN INLET
PROPOSED
BUILDING
±135,800 SF
EX. 8" WATER LINE
EX. 8" SEWER LINE
EX. 6" PRESSURE IRRIGATION LINEEX. 8" SEWER LINEEX. 6" PRESSURE IRRIGATION LINEEX. 8" WATER LINEEXISTING INFILTRATION
BED FOR COMMON
IMPROVEMENTS
72'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'38'45'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'8'19'30'17'18'20'9'
9'20'9'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'18'9'18'9'18'9'18'9'18'9'
9'20'20'9'18.5'9'18.5'9'
9'20'99'9'108'19'
19'
28.5'
7.5'8.5'
19'
7.5'
120.2'
12.4'
7.5'
41.9'
28.3'
23.5'40'25'40'25'40'25'40'25'40'25'20'
23.5'40'25'40'25'40'25'40'25'40'25'20'20'25'18'72'6'81'16'20'25'9'81'6'81'16'20'26'72'6'81'16'17'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'23.5'11'108'9'81'9'108'
78'30'EX. STORM
DRAIN LINE
EX. FIRE
HYDRANT
ADA RAMP ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
ADA RAMP
PROPOSED TRASH
ENCLOSURE PER
ARCHITECTURAL PLANS
ROAD B
ROAD CROAD AFUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
ICCU
IMPROVEMENTS
2
1
A B C D
2
2
1
1
E
RETAIL
IMPROVEMENTS
INFILTRATION
BED #2
INFILTRATION
BED #3
INFILTRATION
BED #4
12.4'63'78'54'65.2'32.2'98.7'26.5'59.7'9'72'18'54'9'54'9'30'9'81'9'
16.6'
23.5'
9.3'
23.5'15.5'23.9'39.3'25.9'39.4'64'30'54'25'68'30'
INFILTRATION
BED #1
PROPOSED SAND AND
GREASE TRAP #3
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
H:\!2019\ID-1600-1902 BVA Intuit Building - Eagle View Landing\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1600-1902 CZC Site Plan.dwg - Layout1 - 3/30/2020 08:22am, hallie.runyan
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 40'80'
SCALE: 1" = 40'
SITE INFORMATION
TOTAL LOD AREA: 305,850 SF (7.02 AC)
PROPOSED BUILDING
·TOTAL BUILDING FOOTPRINT: 33,500+/- SF
·TOTAL BUILDING AREA (ALL FLOORS): 148,760+/-SF
·MAXIMUM BUILDING HEIGHT: 41'-0"
·MAXIMUM ALLOWABLE BUILDING HEIGHT: 76'-4"
(NOT INCLUDING MECHANICAL SCREEN)
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: 272
·PARKING STALLS PROVIDED: 569
·*HANDICAP STALLS REQUIRED: 12
·**HANDICAP STALLS PROVIDED: 8
·BICYCLE PARKING STALLS REQUIRED: 23
·BICYCLE PARKING STALLS PROVIDED: 24
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
THE OTHER 4 REQUIRED ADA STALLS WILL BE
CONSTRUCTED WITH THE DEVELOPMENT TO THE
WEST OF THE SOUTHERN LOT.
NOTES
1.DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
2.RADII ARE 3.0' UNLESS OTHERWISE NOTED.
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
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 STANDARDS FOR CRUSHED AGGREGATE
MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR GRANULAR STRUCTURAL
FILL (UNCRUSHED).
- 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 b181762g BY MTI DATED 12-18-2018.
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
LIGHT DUTY
WEIR
=
C2
INV.
I
N
=
B
PROFILE VIEW6"0.2'BAFFL
E
=
C
1
PROPOSED CONCRETE SIDEWALK
LEGEND
LIMIT OF DISTURBANCE (LOD)
SEEPAGE BED 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)
VOLUME
PROVIDED
(FT3)
1 2662.01 2660.00 64 30 7 2653.00 2525.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,370 5,376
2 2664.11 2662.00 52 25 7 2655.00 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 3,775 3,780
3 2663.75 2661.75 74 30 7 2654.75 2522.75 NOT
OBSERVED 2.4 POORLY
GRADED SAND 5,710 5,712
4 2662.84 2660.75 78 30 7 2653.75 2524.25 NOT
OBSERVED 2.4 POORLY
GRADED SAND 6,550 6,552
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
LOD LOD
SEEPAGE BED
BIKE RACK DETAIL
PROPOSED LIGHT DUTY ASPHALT
PAVEMENT (UNHATCHED )
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
3.0"
4.0"
18.0"
1
1 OF 1 EAGLE VIEW LANDINGMERIDIAN, IDOFFICE BUILDING #2 - CZC SITE PLAN-2.5"
4.0"
12.0"MARCH 2020HERMPOTSID-1600-1902