HomeMy WebLinkAbout2019-08-06 ACHD Approved Staff Report
1 Rackham Subdivision
Development Services Department
Project/File: Rackham Subdivision/ MPP18-0030/ PP H-2018-0126
This is a preliminary plat application to allow for the development of a 20-lot mixed
use subdivision on 52 acres. The site is located at the southeast corner of I-84 and
Eagle Road.
Lead Agency: City of Meridian
Site address: 1020 S. Eagle Road
Staff Approval: July 18, 2019
Applicant: Tommy Ahlquist
BVA Development
2775 W. Navigator Dive, 4th floor
Meridian, ID 83642
Representative: Geoffrey Wardle
Sprink Butler, LLP
251 E. Front Street #200
Boise, ID 83702
Staff Contact: Mindy Wallace, ACIP
Phone: 387-6178
E-mail: mwallace@achdidaho.org
A. Findings of Fact
1. Description of Application: The applicant is requesting approval of preliminary plat application
to allow for the development of a 20-lot mixed use subdivision, with hotel, office buildings,
restaurants and residential uses on 52 acres. The site is located at the southeast corner of I-84
and Eagle Road.
The applicant’s proposal is consistent with the City of Meridian’s Future Lane Use Plan, which calls
for mixed use regional land uses on the site.
2. Description of Adjacent Surrounding Area:
Direction Land Use Zoning
North I-84 N/A
South General commercial/single family residential C-G/R-1
East Single family residential R-1
West Eagle Road/I-84 N/A
3. Site History: ACHD has not previously reviewed this site for a development application.
4. Adjacent Development: The following developments are pending or underway in the vicinity of
the site:
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On January 17, 2017, the Ada County Highway District reviewed and approved MER17-
0003, the extension of Silverstone Way from Overland Road, to the south property line of
this site. Driveway locations off of Silverstone Way for these plats, were approved with the
roadway extension.
On January 27, 2017, ACHD approved MER17-0001, a CZC application for the Norco
Building.
On June 22, 2017, ACHD approved short plat applications for Oxygen #1, #2, and #3.
5. Transit: Transit services are available to serve this site approximately ¼ mile south of the site on
Overland Road via route 42. Or transit services are available to serve this site.
6. New Center Lane Miles: The proposed development includes 0.XX centerline miles of new public
road.
7. Impact Fees: There will be an impact fee that is assessed and due prior to issuance of any building
permits. The assessed impact fee will be based on the impact fee ordinance that is in effect at that
time.
8. Capital Improvements Plan (CIP)/ Integrated Five Year Work Plan (IFYWP):
Overland Road is listed in the CIP to be widened to 7-lanes from Locust Grove Road to Eagle
Road between 2031 and 2035.
Overland Road is listed in the CIP to be widened to 7-lanes from Eagle Road to Cloverdale
Road between 2031 and 2035.
The intersection of Overland Road and Locust Grove Road is listed in the CIP to be widened
to 7-lanes on the north leg, 7-lanes on the south,8-lanes east, and 7-lanes on the west leg,
and signalized between 2026 and 2031.
The intersection of Overland Road and Eagle Road is listed in the CIP to be widened to 7-
lanes on the north leg,7-lanes on the south, 9-lanes east, and 9-lanes on the west leg, and
signalized between 2026 and 2030.
The intersection of Overland Road and Cloverdale Road is listed in the CIP to be widened to
7-lanes on the north leg, 7-lanes on the south, 8-lanes east, and 8-lanes on the west leg, and
signalized between 2026 and 2030.
B. Traffic Findings for Consideration
1. Trip Generation: This development is estimated to generate 10,544 vehicle trips per day; 904
vehicle trips per hour in the PM peak hour, based on the traffic impact study.
2. Traffic Impact Study
Kittelson & Associates prepared a traffic impact study for the proposed Rackham Subdivision. A
executive summary of the findings as presented by Kittelson & Associates can be found below.
The following summary is not the opinion of ACHD staff. ACHD has reviewed the submitted
traffic impact study for consistency with ACHD policies and practices and may have additional
requirements beyond what is noted in the summary.
a. Executive Summary
Existing Conditions:
Under 2018 background traffic conditions all study area intersections are anticipated to operate at
an acceptable level of service planning threshold with the exception of the following:
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Eagle Road & I-84 Westbound Ramps – overall this intersection operates at LOS F during
the AM and PM peak hours. Westbound right, northbound left-turn, and southbound right-
turn movements exceed LOS F.
Addition of a third westbound right-turn lane and a second northbound left-turn lane are
suggested mitigation.
Eagle Road and Overland Road - overall this intersection operates at LOS F during the
AM and PM peak hours. The southbound left-turn lane operates poorly in the AM peak
hour.
The study notes that the intersection is listed in ACHD CIP for widening between 2026 to
2031.
Addition of a third northbound through lane is suggested as mitigation.
All ACHD roadway segments operate at an acceptable level of service planning threshold under
existing conditions.
Background Conditions
The background traffic was analyzed in 3 phases in years 2020, 2022, and 2030.
Under phase 1, 2, & 3 background traffic conditions (2020, 2022, and 2030) all study are
intersections are anticipated to operate at an acceptable level of service planning
threshold with the exception of the following:
Eagle Road & I-84 Westbound Ramps – overall this intersection operates at LOS F during
the AM and PM peak hours even with the mitigations suggested under existing traffic
conditions.
o Additional southbound right-turn lane (dual rights) and an additional northbound
through lane (three throughs) are suggested mitigation (2020).
o For phase 3, 2030 background conditions the mitigations identified under 2020
background conditions no longer mitigate the traffic impacts. Mitigation was
determined to require major changes to the interchange and therefore no
additional mitigation was identified.
Eagle Road & I-84 Eastbound Ramps – overall this intersection operates at LOS F during
the AM and PM peak hours. The southbound through lane operates poorly during the PM
peak hour.
o Addition of a second eastbound right-turn lane (dual right-turns) is suggested
mitigation for phase 1 background traffic. For Phases 2 and 3 no additional
mitigation is recommended.
Eagle Road and Overland Road – additional mitigation beyond what is recommended
under existing conditions is necessary to necessary to ensure the intersection operates
acceptably under phase 1, 2020 background conditions.
o An additional westbound right-turn lane (dual right-turns) is recommended
mitigation.
o For phase 3, 2030 background conditions additional mitigation including an
additional southbound right-turn lane and an additional southbound through lane
are recommended mitigation.
Silverstone Way & Overland Road
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Under phase 3, 2030 background traffic conditions overall the intersection operates at an
acceptable level of service planning threshold, however, the southbound right turn lane
operates unacceptably.
Signal changes to allow a southbound right-turn overlap phase and traffic signal timing
changes are recommended mitigation.
All study roadways are anticipated to operate at an acceptable level of service planning
threshold under all 3 phases of background traffic conditions.
Total Traffic Conditions – 3 Phases
Phase 1 – 2020 Total Traffic Conditions
Eagle Road & I-84 Westbound Ramps Am and PM Peak Hours – the same mitigation
recommended for 2020 background conditions mitigates the 2020 total traffic conditions.
Eagle Road & I-84 Eastbound Ramp PM Peak Hour – the same mitigation recommended
for 2020 background conditions mitigates 2020 total traffic conditions.
o Addition of a second eastbound right-turn lane.
Eagle Road & Overland Road AM and PM Peak Hours – the same mitigation
recommended for 2020 background conditions mitigates 2020 total traffic conditions.
o Addition of a northbound through lane and westbound right turn lane
Silverstone Way & Overland Road - Signal changes to allow a southbound right-turn
overlap phase and traffic signal timing changes are recommended mitigation.
Phase 2 – 2022 Total Traffic Conditions
Eagle Road & I-84 Westbound Ramps Am and PM Peak Hours – the same mitigation
recommended for 2020 background conditions mitigates the 2022 total traffic conditions.
Eagle Road & I-84 Eastbound Ramp PM Peak Hour – the same mitigation recommended
for 2020 background conditions mitigates 2022 total traffic conditions.
Eagle Road & Overland Road AM and PM Peak Hours – the same mitigation
recommended for 2020 background conditions mitigates 2022 total traffic conditions.
Silverstone Way & Overland Road PM Peak Hour – the same mitigation recommended for
2020 background conditions mitigates 2022 total traffic conditions with the addition of a
southbound right turn lane (dual rights).
Overland Road – Eagle Road to Cloverdale – ACHD’s CIP has this section of roadway
planned for widening from 5 to 7-lanes between 2031-2035.
Phase 3 – 2030 Total Traffic Conditions
Eagle Road & I-84 Westbound Ramps Am and PM Peak Hours - the mitigations identified
under 2020/2022 background conditions no longer mitigate the traffic impacts. Mitigation
was determined to require major changes to the interchange and therefore no additional
mitigation was identified.
Eagle Road & I-84 Eastbound Ramps PM Peak Hour – mitigation identified under 2020
background conditions no longer mitigates the traffic impacts. A third northbound through
lane and a third southbound through lane are recommended mitigation.
Eagle Road & Overland Road AM and PM Peak Hour – the same mitigation
recommended for 2030 background conditions mitigates 2030 total traffic conditions.
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Silverstone Way & Overland Road PM Peak Hour – in addition the signal timing
modifications and southbound dual right turn lanes recommended for 2022 background
and total traffic conditions, eastbound dual left turn lanes are recommended.
Overland Road – Eagle Road to Cloverdale – ACHD’s CIP has this section of roadway
planned for widening from 5 to 7-lanes between 2031-2035.
b. Policy:
Alternative Mitigation Measures: 7106.7.3 states that if traditional mitigation measures
such as roadway widening and intersection improvements are infeasible as determined by
ACHD, the TIS may recommend alternative mitigation measures. Alternative mitigation
measures shall demonstrate that impacts from the project will be offset.
If the impacted roadway segments and/or intersections are programmed as funded in
the Integrated Five Year Work Plan (IFYWP) or the Capital Improvements Plan (CIP);
no alternative mitigation is required.
If the impacted roadway segments and/or intersections are not programmed in either
the IFYWP or the CIP; the applicant may (i) analyze the shoulder hour and (ii) provide
a safety analysis to determine alternative mitigation requirements.
o If the impacted roadway segments and intersections meet the minimum
acceptable level of service planning thresholds in the shoulder hour
the applicant may suggest feasible alternative mitigation such as: sidewalks,
bike facilities, connectivity, safety improvements, etc. within 1.5 miles of the
proposed development.
o If the shoulder hour planning thresholds are exceeded the applicant may
request to enter into a Development Agreement and pay into the Priority
Corridor Fund an amount determined by the ACHD to offset impacts from the
project.
Alternative Mitigation may also include:
o Revision to the Phasing Plan to coincide with the District’s future Capital
Projects.
o Reducing the scope and/or scale of the project
Level of Service Planning Thresholds: District Policy 7205.3.1 states that, Level of Service
Planning Thresholds have been established for principal arterials and minor arterials within
ACHD’s Capital Improvement Plan and are also listed in section 7106. Unless otherwise
required to provide a Traffic Impact Study under section 7106, a proposed development with
site traffic less than 10% of the existing downstream roadway or intersection peak hour traffic
shall not be required to provide mitigation for a roadway or intersection that currently exceeds
the minimum acceptable level of service planning threshold or V/C ratio.
c. Staff Comments/Recommendations: Eagle Road abutting the site and the I-84 East and
West Ramps are under the jurisdiction of the Idaho Transportation Department (ITD). The
applicant, City of Meridian, and ITD should work together to determine if additional right-of-
way or improvements are necessary on Eagle Road abutting the site or the I-84 East and
West Ramps.
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The Overland Road/Eagle Road intersection and the roadway segment of Overland Road
between Eagle Road and Cloverdale Road are listed as funded projects in ACHD’s CIP.
Therefore, consistent with District policy 7106.7.3 Alternative Mitigation Measures, which
states, if an impacted roadway segment or intersection are programmed as funded in the
IFYWP, or the CIP; no mitigation is required; no improvements are required at the Overland
Road/Eagle Road intersection and on segment of Overland Road between Eagle Road and
Cloverdale Road.
In addition to signal timing modifications recommend at the Silverstone Way/Overland Road
intersection, the traffic impact study recommends an additional southbound right turn lane to
create dual right turn lanes with phase 2 and eastbound dual lefts to create dual lefts with
phase 3. Staff is not supportive of the proposed to install an additional southbound right turn
lane to create dual right turn lanes, as this is not ACHD’s standard practice and will not be
approved, additionally, there is not enough right-of-way on Overland Road to accommodate
the construction of eastbound dual left turn lanes, making the improvement infeasible.
As an alternative to the mitigation proposed in the TIS, staff recommends that the Silverstone
Way/Overland Road intersection be modified to accommodate southbound dual left turn
lanes. This improvement will help improve the function of the intersection and should be done
with the first phase of the development.
The study recommends the construction of a right turn lane on Overland Road at Rackham
Way. Rackham way is located within an existing right turn lane on Overland Road. There is
not enough right-of-way to accommodate the construction of an additional right turn lane
making the improvement infeasible. Additionally, the construction of a second right turn lane
will be confusing for drivers who ultimately want to turn right onto Eagle Road.
3. Condition of Area Roadways
Traffic Count is based on Vehicles per hour (VPH)
* Acceptable level of service for a five-lane principal arterial is “E” (1,780 VPH).
* Acceptable level of service for a three-lane collector is “D” (530 VPH).
4. Average Daily Traffic Count (VDT)
Average daily traffic counts are based on ACHD’s most current traffic counts.
The average daily traffic count for Overland Road east of Eagle Road was 28,401 on
7/12/2018.
The average daily traffic count for Silverstone Way north of Overland Road was 1,341 on
7/12/2018.
C. Findings for Consideration
1. Silverstone Way
a. Existing Conditions: Silverstone Way stubs to the sites south property line and is improved as
a 5-lane collector roadway with vertical curb, gutter, and 5-foot wide detached concrete
Roadway Frontage Functional
Classification
PM Peak
Hour
Traffic Count
PM Peak
Hour Level
of Service
Overland Road N/A Principal
Arterial 1,451 Better than
“E”
Silverstone Way 80-feet Collector 119 Better than
“D”
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sidewalks adjacent to the site. There is 80-feet of right-of-way for Silverstone Way (40-feet from
centerline).
b. Applicant Proposal: The applicant has proposed to extend Silverstone Way into the site and
to terminate the roadway with the construction of a mini roundabout.
c. Staff Comments/Recommendations: Staff is supportive of the applicant’s proposal as it
provide a clear distinction between the public street system and the private roads/drive aisles
planned to be constructed within the development.
Staff recommends that a single lane mini roundabout with an eastbound right turn by-pass
lane and northbound right turn lane be constructed at the terminus of Silverstone Way. The
roundabout should be designed to accommodate all turning movements and the center island
and splitter islands should be mountable. The sidewalk at the roundabout should be
detached or separated to discourage pedestrians from crossing within the roundabout outside
of the designated crosswalks.
The applicant should follow the guidance provided in NCHRP 672 and will need to design the
mini roundabout meeting the standards ACHD’s Roundabout Design Guide policy section
5188.
2. Rackham Way
a. Existing Conditions: Rackham Way stubs to the site’s south property line and is unimproved
with 2 gravel travel lanes and no curb, gutter or sidewalk abutting the site. There is 65-feet of
right-of-way for Rackham Way (33 and 32-feet from centerline).
b. Policy:
Local Roadway Policy: District Policy 7207.2.1 states that the developer is responsible for
improving all local street frontages adjacent to the site regardless of whether or not access is
taken to all of the adjacent streets.
Off-site Streets Policy: District policy 7207.2.3 states that if the proposed development is not
served by a public street with a minimum of 30-feet of pavement, then the developer shall pave
the street or widen the existing pavement to provide 30-feet of pavement with 3-foot gravel
shoulders from the site to a public street specified by the District; OR shall provide 24-feet of
pavement with 3-foot wide gravel shoulders and a minimum 6-foot wide detached
asphalt/concrete pedestrian facility from the site to a public street specified by the District.
Street Section and Right-of-Way Policy: District Policy 7207.5 states that right-of-way widths
for all local streets shall generally not be less than 47-feet wide and that the standard street
section shall be 33-feet (back-of-curb to back-of-curb).
Standard Urban Local Street—33-foot Street Section and Right-of-way Policy: District
Policy 7207.5.2 states that the standard street section shall be 33-feet (back-of-curb to back-of-
curb) for developments with any buildable lot that is less than 1 acre in size. This street section
shall include curb, gutter, and minimum 5-foot wide concrete sidewalks on both sides and shall
typically be constructed within 47-feet of right-of-way.
For the City of Kuna and City of Star: Unless otherwise approved by Kuna or Star, the standard
street section shall be 36-feet (back-of-curb to back-of-curb) for developments with any
buildable lot that is less than 1 acre in size. This street section shall include curb, gutter, and
minimum 5-foot wide concrete sidewalks on both sides and shall typically be constructed within
50-feet of right-of-way.
Continuation of Streets Policy: District Policy 7207.2.4 states that an existing street, or a
street in an approved preliminary plat, which ends at a boundary of a proposed development
shall be extended in that development. The extension shall include provisions for continuation
of storm drainage facilities. Benefits of connectivity include but are not limited to the following:
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Reduces vehicle miles traveled.
Increases pedestrian and bicycle connectivity.
Increases access for emergency services.
Reduces need for additional access points to the arterial street system
Promotes the efficient delivery of services including trash, mail and deliveries.
Promotes appropriate intra-neighborhood traffic circulation to schools, parks,
neighborhood commercial centers, transit stops, etc.
Promotes orderly development.
c. Applicant’s Proposal: The applicant has proposed to construct a private drive aisle off the
terminus of Rackham Way. The private drive aisle is proposed to extend from Rackham Way
east thought the site to tie into the mini roundabout at Silverstone Way. The applicant has
proposed to place an access easement over the drive aisle to provide public access between
through the site Rackham Way and Silverstone Way.
d. Staff Comments/Recommendations: Staff is supportive of the applicant’s proposal to
construct a private drive aisle with an access easement between Rackham Way and Silverstone
Way, as it will provide public access between the streets. The applicant should be required to
install signage to make a clear distinction between the end of the public portion of Rackham
Way and the beginning of the private drive aisle.
There is a 220-foot portion of Rackham Way that is unpaved from the site south towards
Overland Road. South of unpaved portion of the road, Rackham Way is improved with 24-feet
of pavement with some segments of curb, gutter, and sidewalk on the east side of the roadway.
On June 22, 2017 ACHD approved a preliminary plat for Oxygen Subdivision No. 3 abutting the
unpaved portion of Rackham Way. As part of ACHD’s action, the applicant of the Oxygen
Subdivision No. 3 was required to improve the unpaved portion of Rackham Way abutting their
site. In lieu of constructing the improvements abutting the Oxygen Subdivision No. 3 site the
applicant provided a financial surety to allow signature on the final plat. The final plat was
conditioned to require that all roadway improvements be construct to ACHD standards by
January 19, 2019.
If the applicant moves forward prior to January 19, 2019 and the unpaved portion of Rackham
Way hasn’t been improved, then consistent with ACHD’s Off-Site improvement policy, the
applicant should be required to improve the unpaved portion of Rackham Way from the site
south approximately 220-feet with 30-feet of pavement with 3-foot gravel shoulders OR with 24-
feet of pavement with 3-foot wide gravel shoulders and a minimum 6-foot wide detached
asphalt/concrete pedestrian facility.
3. Tree Planters
Tree Planter Policy: Tree Planter Policy: The District’s Tree Planter Policy prohibits all trees in
planters less than 8-feet in width without the installation of root barriers. Class II trees may be
allowed in planters with a minimum width of 8-feet, and Class I and Class III trees may be allowed
in planters with a minimum width of 10-feet.
4. Landscaping
Landscaping Policy: A license agreement is required for all landscaping proposed within ACHD
right-of-way or easement areas. Trees shall be located no closer than 10-feet from all public storm
drain facilities. Landscaping should be designed to eliminate site obstructions in the vision triangle
at intersections. District Policy 5104.3.1 requires a 40-foot vision triangle and a 3-foot height
restriction on all landscaping located at an uncontrolled intersection and a 50-foot offset from stop
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signs. Landscape plans are required with the submittal of civil plans and must meet all District
requirements prior to signature of the final plat and/or approval of the civil plans.
5. Other Access
Arterial roadway name(s) is/ are classified as minor/principal arterials roadway(s), Collector
roadway name(s) is/are classified as collector roadway(s). Other than the access specifically
approved with this application, direct lot access is prohibited to these roadways and should be noted
on the final plat.
D. Site Specific Conditions of Approval
1. Modify the Silverstone Way/Overland Road intersection be modified to accommodate southbound
dual left turn lanes, prior to ACHD’s signature on the first final plat.
2. Construct a mini roundabout at the terminus of Silverstone Way, as proposed. Design the
roundabout with an eastbound right turn by-pass lane and northbound right turn lane and to
accommodate all turning movements. The center island and splitter islands shall be mountable.
The sidewalk at the roundabout shall be detached or separated.
3. The mini roundabout shall be designed per ACHD’s Roundabout Design Guide policy section
5188. Follow the guidance provided in NCHRP 672.
4. Construct a private drive aisle with a public use easement from Rackham Way east thought the
site to tie into the mini roundabout at Silverstone Way.
5. If the applicant moves forward prior to January 19, 2019 and the unpaved portion of Rackham
Way hasn’t been improved, then improve the unpaved portion of Rackham Way from the site
south approximately 220-feet with 30-feet of pavement with 3-foot gravel shoulders OR with 24-
feet of pavement with 3-foot wide gravel shoulders and a minimum 6-foot wide detached
asphalt/concrete pedestrian facility.
6. Payment of impact fees is due prior to issuance of a building permit.
7. Comply with all Standard Conditions of Approval.
E. Standard Conditions of Approval
1. All proposed irrigation facilities shall be located outside of the ACHD right-of-way (including all
easements). Any existing irrigation facilities shall be relocated outside of the ACHD right-of-way
(including all easements).
2. Private Utilities including sewer or water systems are prohibited from being located within the ACHD
right-of-way.
3. In accordance with District policy, 7203.3, the applicant may be required to update any existing non-
compliant pedestrian improvements abutting the site to meet current Americans with Disabilities Act
(ADA) requirements. The applicant’s engineer should provide documentation of ADA compliance
to District Development Review staff for review.
4. Replace any existing damaged curb, gutter and sidewalk and any that may be damaged during the
construction of the proposed development. Contact Construction Services at 387-6280 (with file
number) for details.
5. A license agreement and compliance with the District’s Tree Planter policy is required for all
landscaping proposed within ACHD right-of-way or easement areas.
6. All utility relocation costs associated with improving street frontages abutting the site shall be borne
by the developer.
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7. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. The
applicant at no cost to ACHD shall repair existing utilities damaged by the applicant. The applicant
shall be required to call DIGLINE (1-811-342-1585) at least two full business days prior to breaking
ground within ACHD right-of-way. The applicant shall contact ACHD Traffic Operations 387-6190
in the event any ACHD conduits (spare or filled) are compromised during any phase of construction.
8. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by
the District. Contact the District’s Utility Coordinator at 387-6258 (with file numbers) for details.
9. All design and construction shall be in accordance with the ACHD Policy Manual, ISPWC Standards
and approved supplements, Construction Services procedures and all applicable ACHD Standards
unless specifically waived herein. An engineer registered in the State of Idaho shall prepare and
certify all improvement plans.
10. Construction, use and property development shall be in conformance with all applicable
requirements of ACHD prior to District approval for occupancy.
11. No change in the terms and conditions of this approval shall be valid unless they are in writing and
signed by the applicant or the applicant’s authorized representative and an authorized
representative of ACHD. The burden shall be upon the applicant to obtain written confirmation of
any change from ACHD.
12. If the site plan or use should change in the future, ACHD Planning Review will review the site plan
and may require additional improvements to the transportation system at that time. Any change in
the planned use of the property which is the subject of this application, shall require the applicant
to comply with ACHD Policy and Standard Conditions of Approval in place at that time unless a
waiver/variance of the requirements or other legal relief is granted by the ACHD Commission.
F. Conclusions of Law
1. The proposed site plan is approved, if all of the Site Specific and Standard Conditions of Approval
are satisfied.
2. ACHD requirements are intended to assure that the proposed use/development will not place an
undue burden on the existing vehicular transportation system within the vicinity impacted by the
proposed development.
G. Attachments
1. Vicinity Map
2. Site Plan
3. Utility Coordinating Council
4. Development Process Checklist
5. Request for Reconsideration Guidelines
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VICINITY MAP
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SITE PLAN
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Ada County Utility Coordinating Council
Developer/Local Improvement District
Right of Way Improvements Guideline Request
Purpose: To develop the necessary avenue for proper notification to utilities of local highway and
road improvements, to help the utilities in budgeting and to clarify the already existing process.
1) Notification: Within five (5) working days upon notification of required right of way improvements
by Highway entities, developers shall provide written notification to the affected utility owners and
the Ada County Utility Coordinating Council (UCC). Notification shall include but not be limited to,
project limits, scope of roadway improvements/project, anticipated construction dates, and any
portions critical to the right of way improvements and coordination of utilities.
2) Plan Review: The developer shall provide the highway entities and all utility owners with
preliminary project plans and schedule a plan review conference. Depending on the scale of
utility improvements, a plan review conference may not be necessary, as determined by the utility
owners. Conference notification shall also be sent to the UCC. During the review meeting the
developer shall notify utilities of the status of right of way/easement acquisition necessary for their
project. At the plan review conference each company shall have the right to appeal, adjust and/or
negotiate with the developer on its own behalf. Each utility shall provide the developer with a letter
of review indicating the costs and time required for relocation of its facilities. Said letter of review
is to be provided within thirty calendar days after the date of the plan review conference.
3) Revisions: The developer is responsible to provide utilities with any revisions to preliminary
plans. Utilities may request an updated plan review meeting if revisions are made in the
preliminary plans which affect the utility relocation requirements. Utilities shall have thirty days
after receiving the revisions to review and comment thereon.
4) Final Notification: The developer will provide highway entities, utility owners and the UCC with
final notification of its intent to proceed with right of way improvements and include the anticipated
date work will commence. This notification shall indicate that the work to be performed shall be
pursuant to final approved plans by the highway entity. The developer shall schedule a
preconstruction meeting prior to right of way improvements. Utility relocation activity shall be
completed within the times established during the preconstruction meeting, unless otherwise
agreed upon.
Notification to the Ada County UCC can be sent to: 50 S. Cole Rd. Boise 83707, or Visit iducc.com
for e-mail notification information.
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Development Process Checklist
Items Completed to Date:
Submit a development application to a City or to Ada County
The City or the County will transmit the development application to ACHD
The ACHD Planning Review Section will receive the development application to review
The Planning Review Section will do one of the following:
Send a “No Review” letter to the applicant stating that there are no site specific conditions of approval at
this time.
Write a Staff Level report analyzing the impacts of the development on the transportation system and
evaluating the proposal for its conformance to District Policy.
Write a Commission Level report analyzing the impacts of the development on the transportation system
and evaluating the proposal for its conformance to District Policy.
Items to be completed by Applicant:
For ALL development applications, including those receiving a “No Review” letter:
The applicant should submit one set of engineered plans directly to ACHD for review by the Development
Review Section for plan review and assessment of impact fees. (Note: if there are no site improvements
required by ACHD, then architectural plans may be submitted for purposes of impact fee assessment.)
The applicant is required to get a permit from Construction Services (ACHD) for ANY work in the right-of-way,
including, but not limited to, driveway approaches, street improvements and utility cuts.
Pay Impact Fees prior to issuance of building permit. Impact fees cannot be paid prior to plan review approval.
DID YOU REMEMBER:
Construction (Non-Subdivisions)
Driveway or Property Approach(s)
Submit a “Driveway Approach Request” form to ACHD Construction (for approval by Development Services & Traffic
Services). There is a one week turnaround for this approval.
Working in the ACHD Right-of-Way
Four business days prior to starting work have a bonded contractor submit a “Temporary Highway Use Permit
Application” to ACHD Construction – Permits along with:
a) Traffic Control Plan
b) An Erosion & Sediment Control Narrative & Plat, done by a Certified Plan Designer, if trench is >50’ or you
are placing >600 sf of concrete or asphalt.
Construction (Subdivisions)
Sediment & Erosion Submittal
At least one week prior to setting up a Pre-Construction Meeting an Erosion & Sediment Control Narrative & Plan, done
by a Certified Plan Designer, must be turned into ACHD Construction to be reviewed and approved by the ACHD
Stormwater Section.
Idaho Power Company
Vic Steelman at Idaho Power must have his IPCO approved set of subdivision utility plans prior to Pre-Con being
scheduled.
Final Approval from Development Services is required prior to scheduling a Pre-Con.
15 Rackham Subdivision
Request for Appeal of Staff Decision
1. Appeal of Staff Decision: The Commission shall hear and decide appeals by an applicant of
the final decision made by the Development Services Manager when it is alleged that the
Development Services Manager did not properly apply this section 7101.6, did not consider all of
the relevant facts presented, made an error of fact or law, abused discretion or acted arbitrarily
and capriciously in the interpretation or enforcement of the ACHD Policy Manual.
a. Filing Fee: The Commission may, from time to time, set reasonable fees to be charged
the applicant for the processing of appeals, to cover administrative costs.
b. Initiation: An appeal is initiated by the filing of a written notice of appeal with the Secretary
and Clerk of the District, which must be filed within ten (10) working days from the date of
the decision that is the subject of the appeal. The notice of appeal shall refer to the
decision being appealed, identify the appellant by name, address and telephone number
and state the grounds for the appeal. The grounds shall include a written summary of the
provisions of the policy relevant to the appeal and/or the facts and law relied upon and
shall include a written argument in support of the appeal. The Commission shall not
consider a notice of appeal that does not comply with the provisions of this subsection.
c. Time to Reply: The Development Services Manager shall have ten (10) working days
from the date of the filing of the notice of appeal to reply to the notice of the appeal, and
may during such time meet with the appellant to discuss the matter, and may also consider
and/or modify the decision that is being appealed. A copy of the reply and any
modifications to the decision being appealed will be provided to the appellant prior to the
Commission hearing on the appeal.
d. Notice of Hearing: Unless otherwise agreed to by the appellant, the hearing of the appeal
will be noticed and scheduled on the Commission agenda at a regular meeting to be held
within thirty (30) days following the delivery to the appellant of the Development Services
Manager’s reply to the notice of appeal. A copy of the decision being appealed, the notice
of appeal and the reply shall be delivered to the Commission at least one (1) week prior
to the hearing.
e. Action by Commission: Following the hearing, the Commission shall either affirm or
reverse, in whole or part, or otherwise modify, amend or supplement the decision being
appealed, as such action is adequately supported by the law and evidence presented at
the hearing.