ACHD Transmittal (A-2021-0075)Applicant name:KINDI MOOSMAN, HORROCKS ENGINEERS, INC.Phone:
Applicant address:
2775 W. NAVIGATOR DR., SUITE 210, MERIDIAN, ID
83642 Email:kindi.moosman@horrocks.com
Owner name:CORTNEY LIDDIARD, BVA DEVELOPMENT, LLC Phone:Fax:
Owner address:PO BOX 51298, IDAHO FALLS, ID 83403 Email:tonn@bvadev.com
Administrative
Applicant Information
Type of Review Requested
File number:A-2021-0075
Assigned Planner:Joseph Dodson
Related Files:
Subject Property Information
Location/street address:
Assessor's parcel number(s):R7319430700
Township, range, section:3N1E16
Agent name (e.g. architect, engineer, developer, representative):KINDI MOOSMAN
Firm name:HORROCKS ENGINEERS, INC.Phone:Fax:
Address:2775 W. NAVIGATOR DR., SUITE 210 Email:kindi.moosman@horrocks.com
Contact name:Phone:Fax:
Contact address:Email:
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
Project/Application Name:Eagle View Landing Office Building - ALT, DES, CZC
Description of Work:
Eagle View Landing Office Building - ALT, CZC/DR for new 148,760 square foot, 5-story office building with
a request for ALT to exceed height by approximately 20% to 76' 4".
3 narratives attached - CZC, DR, ALT
Additional Parcels: R7319431100, R7319431200, R7319431300 (wouldn't let me add this above, sorry!)
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
3
APPLICATION TYPES
Alternative Compliance - ALT:CHECKED
Certificate of Zoning Compliance - CZC:CHECKED
Does project have prior approval?:Yes
Does your project contain new construction and/or modifications to an existing
building or the site?:
No
Design Review - DES:CHECKED
Private Street - PS:UNCHECKED
Vacation - VAC:UNCHECKED
ADDRESS VERIFICATION
Address Verification Permit Number:LDAV-2021-0244
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:Eagle/I-84 Interchange
Current Land Use:bare land
Total Acreage:9.71
Prior Approvals (File Numbers):A-2020-0082
ZONING DISTRICT(S)
R-2:UNCHECKED
R-4:UNCHECKED
R-8:UNCHECKED
R-15:UNCHECKED
R-40:UNCHECKED
Application Information
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
5
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):03/30/2020
Landscape Plan Date (MM/DD/YYYY):03/27/2020
Elevations Date (MM/DD/YYYY):03/27/2020
Percentage of Site Devoted to Building:10%
Percentage of Site Devoted to Landscaping:13.5%
Percentage of Site Devoted to Paving:76.5%
Who will own and Maintain the Pressurized Irrigation System in this Development:Eagle View
Irrigation District:Nampa Meridian
Primary Irrigation Source:Bark Lateral, Tap#1045
Secondary Irrigation Source:Potable
Square Footage of Landscaped Areas to be Irrigated by City Water Connection:56,134
Proposed Building Height:76' 4"
Gross Floor Area Proposed:148,760
Number of Standard Parking Spaces Provided:569
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
QUALIFYING SITE AMENITIES
Clubhouse:UNCHECKED
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
7
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:Kindi Moosman
33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642
Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org
9
2775 W. Navigator Dr., Ste. 210
Meridian, ID 83642
208-895-2520 www.horrocks.com
April 2, 2021
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 Numbers: R7319430700, R7319431100, R7319431200, R7319431300.
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
Kindi Moosman
Kindi.moosman@horrocks.com
1
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8
A
B
C
D
y1
x2
x1
x3
LOD
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. STORMDRAIN 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
S
E
N
G I N E E RSN
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
=
C2INV. IN =
B
PROFILE VIEW6"0.2'BAFFLE
=
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