HomeMy WebLinkAboutU-Haul Starage Staff Report SUP24-000012 Final 7-15-24
U-Haul Moving and Storage Facility
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City of Caldwell Engineering Department
Staff Report
To: Alex Jones, Associate Planner
Caldwell P & Z Department
From: TJ Frans, Project Manager II
Steven Pendleton, Plans Examiner II
City of Caldwell Engineering Department
Re: Case Number SUP24-000012 U-Haul Moving and Storage Facility
Date: June 28, 2024
The City of Caldwell Engineering Department provides the following preliminary staff report on a
request by Greg Spurlock of UHC of Idaho, on behalf of Amerco Real Estate Company, is
requesting to modify their existing special use permit for U-Haul Moving and Storage to include
construction of a new 3-story indoor storage facility with an approximate foot print of 45,558
square feet. The property is currently zoned M-1, Light Industrial, and the indoor mini-storage
use is permitted with a special use permit. The subject site is located on the north side of
Franklin Rd., immediately south and west of the intersection with the southbound exit
from I-84, in Caldwell, ID.
Development Plans
1. Development Plans – Prior to commencing construction, plans must be prepared by the
developer’s engineer and approved by the City Engineering Department which shall include the
following items:
a. Street section and alignment (including curb and gutter);
b. Sidewalk (sidewalk width based on street classification);
c. Sanitary sewer (per City and DEQ requirements);
d. Potable water (per City and DEQ requirements);
e. Storm water facilities (per City requirements/storm water manual);
f. Street lighting (per City standards);
g. Street signage (per City and MUTCD requirements);
h. Vertical Datum based on NAVD 88 Datum.
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General
1. Easements for Public Utilities shall be 10 feet wide minimum along all dedicated rights-of-way.
A minimum10 feet wide easement (or larger if deemed necessary by the City Engineer in order
to facilitate future maintenance operations of utilities) may be required.
2. Appropriate easements for emergency access, transmission lines and/or other utilities shall be
clearly indicated, with recorded instrument numbers provided for said easements, on the civil
infrastructure improvement drawings.
3. All utilities on and within the boundaries of the development shall be located and/or relocated
underground.
4. All street, sewer, water, fire protection, and street light facilities must be dedicated to the City.
Some conveyance facilities for storm water drainage may be eligible for dedication to the City.
5. Construction of facilities to be dedicated and/or within public right-of-way shall be performed by
an appropriately licensed public works contractor and shall be inspected by and constructed to
City of Caldwell specifications.
6. Prior to commencement of construction in any dedicated right-of-way, or construction of any
improvement intended for dedication to the City or connected to a City facility, the City
Engineering staff is to be notified. This preferably will take place in a pre-construction
conference scheduled by the engineer of record in which all appropriate personnel and utilities
are present. Appropriate City personnel are to be notified in advance of all testing (including
compaction, pressure and coliform, etc.) and given opportunity to be present during conduct of
the testing. The engineer of record or his designated representative is to witness all tests (not
covered by City inspectors) and a log of inspection visits and testing results is to be kept by the
engineer of record or his representative.
7. The developer is to employ a responsible design professional, preferably the engineer of
record, to oversee and inspect construction, to perform and/or observe all requisite testing of
completed facilities, and to certify that improvements have been constructed according to
approved plans and in compliance with applicable City, County, State, and Federal standards.
8. The engineer of record shall be held responsible to ensure that development improvements
are in substantial compliance with said engineer’s design. Following the construction of the
development improvements, the developers engineer shall provide the City of Caldwell
Engineering Department with electronic (.dwg) format record drawings spatially referenced to
the Idaho State Plane Coordinate System-West Zone, North America Datum (NAD) 83. Vertical
control shall be referenced to the North America Datum (NAVD) 88 for future reference and to
establish that the engineer of record has caused construction to occur in substantial
compliance with the design of said engineer of record.
9. Any note, item or drawing element on the construction drawings, engineering drawings and/or
design drawings related to the property inconsistent with City Codes, Policies and/or
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Ordinances shall not be construed as approved unless specifically addressed and granted by
City Council.
Access
1. Applicant proposes to utilize the existing access locations for this site. Said locations may be
allowed to be full access approaches on a temporary basis and will be restricted to right-in
right-out access, with the construction of a center medians, in the future. Timing access
restriction shall be determined by the City and will be constructed when necessary.
Street
1. Full street improvements shall be completed to all classified roads adjacent to the proposed
project (Franklin Rd.) in accordance with all City of Caldwell standards and specifications.
Improvements shall include (but are not limited to) curb, gutter, sidewalk, asphalt, streetlights,
joint trench, spare communication conduit along classified roadways, storm drainage facilities,
etc.
a. Applicant shall replace any existing dilapidated infrastructure not in compliance with
City Code through the frontage of said parcel to be determined by the City at time of
construction.
b. Applicant shall remove and replace all pedestrian ramps and public sidewalks
which do not fully comply with current Americans with Disabilities Act (ADA)
Standards .
c. Applicant shall make any modifications and/or additions to the existing street
lighting system to bring all existing street lighting facilities in compliance with current
City standards to provide proper safety and roadway lighting along the projects
frontage.
2. All private driveways, if applicable, shall fully comply with City of Caldwell standards and be
approved by the Caldwell Fire Marshall.
3. Raised medians in Franklin Rd. which are proposed in front of this parcel are currently in
design review and shall be constructed by this development depending on the timing of
approvals of the subject permit and the raised median plans. Applicant may be able to
contribute funds in lieu of construction if deemed appropriate by the City Engineer at the time
of plan review.
Traffic Mitigation
The following are the required traffic related mitigation measures for the U-haul Moving and
Storage Facility resulting from the traffic impact study pursuant to City Code Chapter 10, Article
10.
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1. Community Planning Association of Southwest Idaho has computed the average trip length
in Canyon County to be 7.3 mi. Traffic impact mitigation should presumably occur at both
trip ends so ½ of the trip length should be attributed to each end. It is estimated that trips will
encounter a major intersection every half mile along any given path. The capacity of an
average fully improved intersection (assumed to be the intersection of a collector and an
arterial road) is estimated to be 5,080 vehicles/hour.
The estimated traffic resulting from the proposed storage units in this development
based on the most current Traffic Impact Analysis sets the pm peak hour traffic flow at
245 vehicles for the entire subdivision.
Following the City of Caldwell’s mitigation equation ((245 veh/hr*7.3 mile/trip*0.5 trip
ends*2inter/mi) / (5080veh/hr)) the total contribution of this development to traffic
mitigation shall be 35.1% of a fully improved intersection. This percentage represents
the total capacity utilized from each intersection (once fully improved and possibly
signalized) encountered by trips generated over the development’s half of the generated
trip length.
a) The owner/developer/applicant shall design and construct roughly 35.1% of the
signalization improvements needed for an average intersection, as defined, at one or
more nearby (within 3.5 miles of the site) deficient locations to be determined by
Engineering staff. The Engineering staff shall have reasonable discretion to determine
the sites of construction and what design and construction equals roughly 35.1% of the
signalization improvements needed for an average intersection. Engineering staff can
provide information about applications with whose mitigation efforts the
owner/developer/applicant can combine to achieve even units of 100%.
i) The owner/developer/applicant may be allowed, at his option, to contribute monies in
lieu of construction to the City of Caldwell Roadway Trust Fund, but the basis for the
obligation is for construction. Monetary contributions must be made at a level
commensurate with costs to construct the same by the City and as estimated by the
City. This alternate provision for payment of money is not a requirement, is for the
benefit and convenience of the owner/developer/applicant only and does not
constitute an Impact Fee.
iii) The average cost of intersection is estimated at $425,000 for procurement of
design services, construction, and associated costs by the City, of which 35.1% of
that cost is what needs to be covered by this subdivision.
Water
1. Each building shall be supplied with potable water. If buildings are constructed to include
individual units that could feasibly or will be sold separately, each unit shall be serviced
separately.
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2. The location of water service, including sizing of mains, providing of easements, frontage
construction, and offsite construction are to be decided during review of improvement plans.
This development will be required to comply with the Water Master Study.
3. Applicant will be required to meet fire flow and fire protection requirements as determined
appropriate by Caldwell Fire. Applicant may be required to loop a water mainline throughout the
site to achieve this.
Sanitary Sewer
1. It shall be the responsibility of the applicant’s engineer to verify that connection to existing sewer
mainlines will not exceed the functional capacity of said mainlines. Provision for connectivity by
future developments shall be met in accordance with current City standards.
2. Each building shall be provided with individual sewer service. If buildings are constructed to
include individual units that could feasibly or will be sold separately, each unit shall be serviced
separately.
3. Any easements for sewer lines not in the right-of-way shall be at a width sufficient to construct
the same and not less than 20 feet in width. Easements for adjacent sewer and water lines not
in the right-of-way shall be at a width sufficient to construct the same and shall be no less than
30 feet in width.
a. Applicant shall provide easements to Caldwell which are in compliance with the
above requirement for any existing city owned utilities (water/sewer/storm
drainage/irrigation/etc) which may not currently be covered by an easement.
4. A 20’ wide all-weather surfaces may be required to be constructed over mainlines that fall outside
the public right-of-way. All weather surfaces shall be constructed per Caldwell standard drawings
and requirements and in a manner sufficient to support heavy equipment necessary to construct
and maintain the sewer mainline under all seasonal weather conditions.
Irrigation
1. Existing easements and/or right-of-ways for any irrigation facility shall be determined and
clearly indicated on the construction plans (excluding prescriptive easements). Construction
across or re-routing of these facilities is subject to approval by the governing Irrigation District
and at their discretion, their assigns.
2. The Developer shall maintain any existing upstream drainage rights and downstream irrigation
rights across the property. During the design phase of this project, the developer or his
engineer is to contact the appropriate irrigation district to help ascertain these rights.
Appropriate facilities shall be provided by the developer to convey irrigation and drainage water
across the property to take care of these offsite needs. There is to be no discharge of
gravity/pressure irrigation return water into the developments storm water system.
2. The development is to include a non-potable water pressure irrigation system. The design of
this pressure irrigation system is to be reviewed during the construction plan review process.
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City water may be used if the site complies with all requirements of City Code pertaining to the
use of domestic/potable water for irrigation purposes.
3. All plans and construction drawings submitted to the City of Caldwell for review and approval
for any out-of-season irrigation work to be performed shall be submitted to the Caldwell
Engineering Department no later than August 15th. Submittal of plans after this date may result
in Applicant not receiving plan approval in time to complete out-of-season work.
Storm Drain
1. As noted previously, provision is to be made for the disposal of storm water drainage in
accordance with the City Storm Water Management Manual and any updates adopted
subsequent to this application. It is to be noted that retention designs will be denied in most
instances. A copy of this policy is available upon request. The engineer of record is to provide
calculations, which indicate that the assumptions in his storm water drainage plan comply with
the requirements of the storm water manual. In this case, if a storm water system is existing,
the burden of proof is on the developer to verify the capacity is sufficient for the proposed
development.
2. The applicant shall identify and retain all historical drainage discharge points from the property
for the purpose of draining on-site storm water detention facilities.
3. The construction drawing should indicate that storm water detention basins are to be placed in
accordance with the referenced Storm Water Policy. A note should be placed on the drawings
indicating that all areas designated as common areas are to be operated and maintained by
the business owners association.
4. There is to be no discharge of storm water overflow into any irrigation water return/discharge
facility/ditch/pipe/etc.