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Project/File: Shelburne East/ MPP18-0028/ H-2018-0112
This an annexation with zoning to R-4 and R-8 and a preliminary plat consisting of
101 single family lots located on 35 -acres.
Lead Agency: City of Meridian
Site address: 4080, 4115, 4205, 4301 & 4330 Bott Lane
Commission Consent
Hearing: December 5, 2018
Applicant: Shelburne Properties, LLC
Randy Clarno
7440 E Pinnacle Peak Road, Ste. 142
Scottsdale, AZ 85255
Representative: T -O Engineers
John Carpenter
332 N Broadmore Way, Ste. 101
Nampa, ID 83687
Staff Contact: Stacey Yarrington, Planner III
Phone: 387-6171
E-mail: syarrington achdidaho.org
A. Findings of Fact
1. Description of Application: The applicant is requesting approval of an annexation with zoning
from RUT (Rural Urban Transition) to R-4 (Medium -low density Residential) and R-8 (Medium
density Residential) and a preliminary plat consisting of 101 single family lots (99 new, 2 existing).
The site is located on 35 -acres.
The applicant's proposal is consistent with the City of Meridian's Future Land Use map, which
designates this area as Medium Density Residential.
2. Description of Adjacent Surrounding Area:
Direction
Land Use
Zoning
North
Rural Urban Transition Ada Count
RUT
South
Rural Urban Transition Ada Count
RUT
East
Southwest Community Residential Ada Count
RSW
West
Medium -low density Residential (City of Meridian)
R-4
3. Site History: ACHD has not previously reviewed this site for a development application.
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4. Adjacent Development: The following developments are pending or underway in the vicinity of
the site:
• Crosswinds, a mixed use development located northeast of the site was approved by ACHD
in June 2018.
• Antler Ridge 4, a 19 single family lot development located east of the site was approved by
ACHD in January 2017.
• Shelburne 2, 78 single family lot development located directly west of the site is in various
phases of development and was approved by ACHD in June 2015.
• Logan Creek, a 68 single family lot development located southwest of the site is in various
phases of development and was approved by ACHD in December 2015.
5. Transit: Transit services are not available to serve this site.
6. New Center Lane Miles: The proposed development includes 1.25 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. The impact fee assessment will not be released until the civil plans are approved by ACHD.
8. Capital Improvements Plan (CIP)/ Integrated Five Year Work Plan (IFYWP):
• The intersection of Amity Road and Cloverdale Road is listed in the IFYWP to be widened to
4 -lanes on the north leg, 4 -lanes on the south, 2 -lanes east, and 2 -lanes on the west leg, and
programmed for design in 2022.
• Cloverdale Road is listed in the IFYWP to be widened to 5 -lanes from Victory Road to
Overland Road in 2023.
• Eagle Road is listed in the IFYWP to be widened to 5 -lanes from Amity Road to Victory Road
in 2021.
• Cloverdale Road is listed in the IFYWP to be widened to 5 -lanes from Amity Road to Victory
Road but currently unfunded.
• 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 935 additional vehicle trips per day
(19 existing); 98 additional vehicle trips per hour in the PM peak hour (2 existing), based on the
traffic impact study.
2. Traffic Analysis
Thompson Engineering prepared a traffic analysis for the proposed Shelburne East Subdivision.
Below is an executive summary of the findings as presented by Thompson Engineering. The
following executive summary is not the opinion of ACHD staff. ACHD has reviewed the submitted
traffic analysis for consistency with ACHD policies and practices and may have additional
requirements beyond what is noted in the summary. ACHD Staff comments on the submitted traffic
analysis can be found below under staff comments.
Executive Summary
The project is a residential development consisting of 99 new single-family lots and two existing
single-family dwelling units. Two other single-family homes will be demolished. Primary access to
the site will be via Bott Lane to the east and Zaldia Drive to the west.
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The number of generated trips from the subdivision is estimated by using the procedures in the Trip
Generation Manual, 10' Edition, published by the Institute of Transportation Engineers. We will
use the number of dwelling units as the variable. Single-family houses are categorized under Code
210, Single-family Detached Housing. Only the new homes will be adding trips tot the transportation
system.
It is anticipated the trips from this site will disperse throughout the City of Meridian. The access to
the site from the roadway network will be to Eagle Road via Zaldia Lane, and Cloverdale Road via
Bott Lane. Based on existing travel patterns, we anticipate that the site traffic will be distributed as
shown in Figure 3 below. Distribution is based on COMPASS model runs.
Figure 3 - Site Traffic Distribution
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Staff Comments/Recommendations: Staff comments are provided by District Traffic Services
and Development Review staff.
3. Condition of Area Roadways
Traffic Count is based on Vehicles per hour (VPH)
Roadway
Frontage
Functional
PM Peak Hour
PM Peak Hour
Classification
Traffic Count
Level of Service
Eagle Road
0 -feet
Principal Arterial
663
Better than "E"
(2/3 -lanes)
Cloverdale Road
0 -feet
Minor Arterial
734
"F"
(2 -lanes)
Zaldia Lane
0 -feet
Collector
195
Better than "D"
Bott Lane
1,332 -feet
Collector
N/A
N/A
* Acceptable level of service for a two-lane principal arterial is "E" (690 VPH).
* Acceptable level of service for a three -lane principal arterial is "E" (880 VPH).
* Acceptable level of service for a two-lane minor arterial is "E" (575 VPH).
* Acceptable level of service for a three -lane minor arterial is "E" (720 VPH).
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* Acceptable level of service for a two-lane collector is "D" (425 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 Eagle Road north of Amity Road was 13,452 on
09/14/2017.
• The average daily traffic count for Cloverdale Road north of Amity Road was 12,580 on
06/14/2017.
• The average daily traffic count for Zaldia Lane west of Eagle Road was 2,094 on
03/14/2018.
• There are no current traffic counts for Bott Lane.
C. Findings for Consideration
1. Level of Service (LOS)
As noted above, Cloverdale Road exceeds the acceptable level of service (LOS) for a 2 -lane minor
arterial roadway from Amity Road to Overland Road. This section of Cloverdale Road, between
Amity and Victory, is listed as having an existing 3 -lane deficiency in the CIP. This section is
scheduled in the IFYWP be widened to 5 lanes in the future, which would address the projected
roadway LOS deficiency for this segment of roadway; however, the project is currently unfunded.
This site is estimated to contribute an estimated 6% to the existing average PM peak hour trips.
The intersection at Victory/Cloverdale Road is currently operating at acceptable LOS C or better.
Acceptable level of service for this intersection is LOS E or better.
The intersection of Overland Road and Cloverdale Road operates at LOS D. Acceptable level of
service for this intersection is LOS E or better.
When a roadway or intersection is at or above an acceptable level of service, policy requires that
feasible mitigation be made to mitigate the additional traffic to be generated by the development.
In this case, improvements could include widening Cloverdale Road to 5 lanes from Victory Road
to Amity Road. Given the size of the development (49 VPH in the PM peak hour), and the costs
associated with widening Cloverdale Road ($3,490,000), and the fact that ACHD has not acquired
the necessary right-of-way to widen the road, widening this mile segment of Cloverdale Road is not
feasible mitigation for the applicant.
As part of the Crosswinds Subdivision approval, pavement widening along Cloverdale Road from
Reutzel Drive to Bott Lane to accommodate 2 thru lanes and a center turn lane with 3 -foot wide
gravel shoulders was required. However, if Shelburne East develops prior to Crosswinds then the
applicant should be required to construct these improvements.
Therefore, staff recommends a waiver of District Policy 7106.4.1 Level of Service Standards based
on the following:
• The intersection at Victory/Cloverdale Road is currently operating at acceptable LOS C or
better;
• The intersection of Overland Road and Cloverdale Road operates at LOS D or better;
• ACHD has not acquired the necessary right-of-way to widen Cloverdale Road between Amity
Road and Victory Road;
• Widening Cloverdale Road between Amity Road and Victory Road is not feasible mitigation;
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• ACHD has not acquired the necessary right-of-way to widen Cloverdale Road between Victory
Road and Overland Road;
• Widening Cloverdale Road between Victory Road and Overland Road is programmed in the
IFYWP for construction in 2023 and is not feasible mitigation;
• The traffic generated by this development is 6% of the existing traffic on Cloverdale Road;
• The applicant shall provide feasible mitigation on Cloverdale Road to mitigate the impacts of
this development IF Shelburne East develops prior to the Crosswinds development.
2. Bott Lane
a. Existing Conditions: Bott Lane (public) is improved with 2 -travel lanes, and no curb, gutter or
sidewalk abutting the site from the east property line west 525 -feet; Bott Lane then continues
as a private lane west into the site. There is 50 -feet of right-of-way for Bott Lane (public) (16 -
feet from centerline).
Bott Lane east of the east property line is improved with 2 -travel lanes, between 24 to 30 -feet
of pavement with curb, gutter, and sidewalk abutting Antler Ridge (335 -feet); and no curb, gutter,
or sidewalk with the remaining parcels east to Cloverdale Road. There is 50 -feet of right-of-
way for this section of Bott Lane.
b. Policy:
Collector Street Policy: District policy 7206.2.1 states that the developer is responsible for
improving all collector frontages adjacent to the site or internal to the development as required
below, regardless of whether access is taken to all of the adjacent streets.
Master Street Map and Typologies Policy: District policy 7206.5 states that if the collector
street is designated with a typology on the Master Street Map, that typology shall be considered
for the required street improvements. If there is no typology listed in the Master Street Map,
then standard street sections shall serve as the default.
Street Section and Right -of -Way Policy: District policy 7206.5.2 states that the standard
right-of-way width for collector streets shall typically be 50 to 70 -feet, depending on the location
and width of the sidewalk and the location and use of the roadway. The right-of-way width may
be reduced, with District approval, if the sidewalk is located within an easement; in which case
the District will require a minimum right-of-way width that extends 2 -feet behind the back -of -
curb on each side.
The standard street section shall be 46 -feet (back -of -curb to back -of -curb). This width typically
accommodates a single travel lane in each direction, a continuous center left -turn lane, and bike
lanes.
Residential Collector Policy: District policy 7206.5.2 states that the standard street section
for a collector in a residential area shall be 36 -feet (back -of -curb to back -of -curb). The District
will consider a 33 -foot or 29 -foot street section with written fire department approval and taking
into consideration the needs of the adjacent land use, the projected volumes, the need for
bicycle lanes, and on -street parking.
Sidewalk Policy: District policy 7206.5.6 requires a concrete sidewalks at least 5 -feet wide to
be constructed on both sides of all collector streets. A parkway strip at least 6 -feet wide between
the back -of -curb and street edge of the sidewalk is required to provide increased safety and
protection of pedestrians. Consult the District's planter width policy if trees are to be placed
within the parkway strip. Sidewalks constructed next to the back -of -curb shall be a minimum of
7 -feet wide.
Detached sidewalks are encouraged and should be parallel to the adjacent roadway.
Meandering sidewalks are discouraged.
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A permanent right-of-way easement shall be provided if public sidewalks are placed outside of
the dedicated right-of-way. The easement shall encompass the entire area between the right-
of-way line and 2 -feet behind the back edge of the sidewalk. Sidewalks shall either be located
wholly within the public right-of-way or wholly within an easement.
Driveway Width Policy: District policy 7206.4.6 restricts high-volume driveways (100 VTD or
more) to a maximum width of 36 -feet and low-volume driveways (less than 100 VTD) to a
maximum width of 30 -feet. Curb return type driveways with 30 -foot radii will be required for high-
volume driveways with 100 VTD or more. Curb return type driveways with 15 -foot radii will be
required for low-volume driveways with less than 100 VTD.
Minor Improvements Policy: District Policy 7203.3 states that minor improvements to existing
streets adjacent to a proposed development may be required. These improvements are to
correct deficiencies or replace deteriorated facilities. Included are sidewalk construction or
replacement; curb and gutter construction or replacement; replacement of unused driveways
with curb, gutter and sidewalk; installation or reconstruction of pedestrian ramps; pavement
repairs; signs; traffic control devices; and other similar items.
ACHD Master Street Map: ACHD Policy Section 3111.1 requires the Master Street Map
(MSM) guide the right-of-way acquisition, collector street requirements, and specific roadway
features required through development. A new collector roadway was identified on the MSM
with the street typology of Residential Collector. The new collector roadway should align with
Zaldia Street on the west side of Hillsdale Avenue and continue through the property stubbing
to the east. The Residential Collector typology as depicted in the Livable Street Design Guide
recommends a 2 -lane roadway with bike lanes, and on street parking, a 36 -foot street section
within 50 -feet of right-of-way.
c. Applicant Proposal: The applicant is proposing to realign the existing portion of Bott Lane
from the east property line to the east side of Ten Mile Feeder Canal due to the existing right-
of-way extending across a portion of an existing dwelling unit located at 4270 E Bott Lane; and
construct Bott Lane as a 36 -foot street section with vertical curb, gutter, and 8 -foot wide parkway
strip within 52 -feet of right-of-way and a detached 5 -foot wide sidewalk within an easement from
the east property line west to intersect Hillsdale Avenue at the site's west boundary.
d. Staff Comments/Recommendations: The applicant's proposal meets District policy and
should be approved as proposed. However, it should be noted that Hillsdale Avenue, which
was approved with Shelburne 2, has not yet been constructed and the final layout of the
Hillsdale Avenue/ Bott Lane intersection has been modified from the prior approval with
Shelburne 2. Staff recommends approval of the proposed Hillsdale/Bott intersection.
The applicant has also shown Hillsdale Avenue with a curvature at the south boundary that was
not proposed with the prior Shelburne 2 application and approval. The curvature of Hillsdale is
shown to extend into the Shelburne East site rather than continuing within the Shelburne 2 site,
which was required as part of the prior application. Therefore, the applicant has indicated that
they will construct Hillsdale Avenue wholly within the Shelburne 2 development.
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The applicant should be required to provide a permanent right-of-way easement to 2 -feet behind
back of curb for any public sidewalk placed outside of the dedicated right-of-way.
Existing right-of-way for Bott Lane currently extends across an existing home that is not part of
this application (shown below). Therefore, the applicant is proposing to do a future right-of-way
vacation and exchange for the realignment of Bott Lane. There are also existing driveways on
the north side of Bott Lane for existing residential uses located at 4270 E Bott Lane and 4330
E Bott Lane that are not part of this application (shown below).
Therefore, the applicant should be required to complete the separate right-of-way vacation and
exchange process through ACHD prior to final plat; and reconstruct the existing driveways for
4270 and 4330 E Bott Lane as maximum 30 -foot wide curb return type driveways.
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The applicant should be required to provide a permanent right-of-way easement to 2 -feet behind
back of curb for any public sidewalk placed outside of the dedicated right-of-way.
Existing right-of-way for Bott Lane currently extends across an existing home that is not part of
this application (shown below). Therefore, the applicant is proposing to do a future right-of-way
vacation and exchange for the realignment of Bott Lane. There are also existing driveways on
the north side of Bott Lane for existing residential uses located at 4270 E Bott Lane and 4330
E Bott Lane that are not part of this application (shown below).
Therefore, the applicant should be required to complete the separate right-of-way vacation and
exchange process through ACHD prior to final plat; and reconstruct the existing driveways for
4270 and 4330 E Bott Lane as maximum 30 -foot wide curb return type driveways.
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3. Bott Lane — Off-site
a. Off-site Streets: District policy 7206.2.3 states that if the proposed development is not served
by a public street that is fully improved to urban standards (curb, gutter, sidewalk) or with a
minimum of 30 -feet of pavement, then the developer shall provide 30 -feet of pavement with 3 -
foot gravel shoulders from the site to a public street specified by the District; OR the developer
shall provide 24 -feet of pavement with 3 -foot gravel shoulders and a minimum 6 -foot wide
detached asphalt/concrete pedestrian facility, from the site to a public street specified by the
District.
b. Staff Comments/Recommendation: The applicant should be required to improve Bott Lane
from the east property line, east to Cloverdale Road with 30 -feet of pavement and 3 -foot wide
gravel shoulders.
4. Internal Local Streets
a. Existing Conditions: There are no existing streets internal to the site.
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.
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.
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:
• 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.
Sidewalk Policy: District Policy 7207.5.7 states that five-foot wide concrete sidewalk is
required on both sides of all local street, except those in rural developments with net densities
of one dwelling unit per 1.0 acre or less, or in hillside conditions where there is no direct lot
frontage, in which case a sidewalk shall be constructed along one side of the street. Some local
jurisdictions may require wider sidewalks.
The sidewalk may be placed next to the back -of -curb. Where feasible, a parkway strip at least
8 -feet wide between the back -of -curb and the street edge of the sidewalk is recommended to
provide increased safety and protection of pedestrians and to allow for the planting of trees in
accordance with the District's Tree Planting Policy. If no trees are to be planted in the parkway
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strip, the applicant may submit a request to the District, with justification, to reduce the width of
the parkway strip.
Detached sidewalks are encouraged and should be parallel to the adjacent roadway.
Meandering sidewalks are discouraged.
A permanent right-of-way easement shall be provided if public sidewalks are placed outside of
the dedicated right-of-way. The easement shall encompass the entire area between the right-
of-way line and 2 -feet behind the back edge of the sidewalk. Sidewalks shall either be located
wholly within the public right-of-way or wholly within an easement.
c. Applicant's Proposal: The applicant is proposing to construct Hennessy Avenue (south of
Bott Lane), Clayden Street, Longdon Avenue, Fratello Street, and Selatir Avenue as 33 -foot
street sections with curb, gutter, and attached 5 -foot wide sidewalk within 47 -feet of right-of-
way.
d. Staff Comments/Recommendations: The applicant's proposal meets District policy and
should be approved, as proposed.
5. Internal Reduced Local Streets
a. Existing Conditions: There are no existing streets internal to the site.
b. Policy:
Reduced Urban Local Street -27 -foot Street Section and Right -of -Way Policy: District
Policy 7207.5.2 states that the width of a reduced urban local street shall be 27 -feet (back -of -
curb to back -of -curb) with curb, gutter, and minimum 5 -foot concrete sidewalks on both sides
and shall typically be within 41 -feet of right-of-way. Unless approved in writing by the land use
agency, this street section is not allowed by the City of Kuna and City of Star. In some cases
this street width may not accommodate new utilities. A 29 -foot street section within 43 -feet of
right-of-way may be constructed in lieu of a 27 -foot street section if the applicant demonstrates
that the additional roadway width is necessary to extend the utilities. Although some parking is
allowed by the following subsections, the District will further restrict parking on a reduced width
street if curves or other physical features cause problems, if actual emergency response
experience indicates that emergency vehicles may not be able to provide service, or if other
safety concerns arise. One of the following three sets of design conditions shall apply.
Design Condition #1: Parking is allowed on one side of a reduced width street when all of the
following criteria are met:
• The street is in a residential area.
• The developer shall provide written approval from the appropriate fire department or
emergency response unit in the jurisdiction.
• The developer shall install —NO PARKING signs on one side of the street, as specified
by the District and as specified by the appropriate fire department.
• This street section shall include curb, gutter, and minimum 5 -foot wide concrete
sidewalks on both sides and shall typically be constructed within 41 -feet of right-of-way.
• Traffic volumes on the street shall not exceed 1,000 vehicle trips per day. There shall be
no possibility that another street may be connected to it in a manner that would allow
more than 1,000 vehicle trips per day.
Design Condition #2: Parking is allowed on both sides of a reduced width street when the street
layout has the qualities of a road grid system. This provides fire trucks and other emergency
vehicles alternate routes of access since the ability to pass another vehicle may be
compromised by placement of parked vehicles on both sides of the street. The following criteria
shall be met:
• The street is in a residential area.
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• The developer shall provide written approval from the appropriate fire department or
emergency response unit in the jurisdiction.
• The block length of the street shall not exceed 500 -feet, measured between centerlines.
• Traffic volumes on the street are not forecast to exceed 400 vehicle trips per day.
• A minimum of two street connections shall be provided to each end of the street with the
reduced width. The two connecting streets shall each connect to the larger street system
to provide the intended alternate routes of access. A street system that has one street
connection to the larger street network on one end and a loop/circle street on the other
end with no outlet shall not be approved.
• This street section shall include curb, gutter, and minimum 5 -foot wide concrete
sidewalks on both sides and shall typically be constructed within 41 -feet of right-of-way.
Design Condition #3: Parking is allowed on both sides of a reduced width residential street
with passing pockets that are created when two driveways are constructed near the same
property line, where a 50 -foot segment will not have on–street parking on the side of the street
with the driveways. This provides fire trucks and other vehicles areas to move to the side of
the street to allow another vehicle to pass when vehicles are parked on the street. Parking is
allowed on both sides of a reduced width street when the following criteria are met:
• The street is in a residential area.
• The developer shall provide written approval from the appropriate fire department or
emergency response unit in the jurisdiction.
• Driveway locations are predetermined with curb cuts for the driveways to be installed
when the street is constructed. The curb cuts shall be 20 -feet wide. Each lot on the
street will be —paired with an adjacent lot. If there are an odd number of lots, one lot at
either end of the street will not be —paired. Each pair of lots shall locate its driveway 5 -
feet from the shared lot line of the pair.
• This street section shall include curb, gutter, and minimum 5 -foot wide concrete
sidewalks on both sides and shall typically be constructed within 41 -feet of right-of-way.
• The lots cannot abut an alley.
• Traffic volumes on the street are not forecast to exceed 400 vehicle trips per day.
Sidewalk Policy: District Policy 7207.5.7 states that five-foot wide concrete sidewalk is required
on both sides of all local streets, except those in rural developments with net densities of one
dwelling unit per 1.0 acre or less, or in hillside conditions where there is no direct lot frontage,
in which case a sidewalk shall be constructed along one side of the street. Some local
jurisdictions may require wider sidewalks.
The sidewalk may be placed next to the back -of -curb. Where feasible, a parkway strip at least
8 -feet wide between the back -of -curb and the street edge of the sidewalk is recommended to
provide increased safety and protection of pedestrians and to allow for the planting of trees in
accordance with the District's Tree Planting Policy. If no trees are to be planted in the parkway
strip, the applicant may submit a request to the District, with justification, to reduce the width of
the parkway strip.
Detached sidewalks are encouraged and should be parallel to the adjacent roadway.
Meandering sidewalks are discouraged.
A permanent right-of-way easement shall be provided if public sidewalks are placed outside of
the dedicated right-of-way. The easement shall encompass the entire area between the right-
of-way line and 2 -feet behind the back edge of the sidewalk. Sidewalks shall either be located
wholly within the public right-of-way or wholly within an easement.)
Cul-de-sac Streets Policy: District policy 7207.5.8 requires cul-de-sacs to be constructed to
provide a minimum turning radius of 45 -feet; in rural areas or for temporary cul-de-sacs the
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emergency service providers may require a greater radius. Landscape and parking islands may
be constructed in turnarounds if a minimum 29 -foot street section is constructed around the
island. The pavement width shall be sufficient to allow the turning around of a standard
AASHTO SU design vehicle without backing. The developer shall provide written approval from
the appropriate fire department for this design element.
The District will consider alternatives to the standard cul-de-sac turnaround on a case-by-case
basis. This will be based on turning area, drainage, maintenance considerations and the written
approval of the agency providing emergency fire service for the area where the development is
located.
c. Applicant Proposal: The applicant is proposing to construct Hennessy Avenue (north of Bott
Lane), Davin Street, Fulcher Court, Trenton Avenue, Fulcher Street, Trenton Place, and Cleary
Court as 29 -foot street sections with curb, gutter, and attached 5 -foot wide sidewalk within 43 -
feet of right-of-way.
The applicant is proposing to terminate Fulcher Court, Cleary Court, and Trenton Place with
cul-de-sacs.
d. Staff Comments/Recommendations: The applicant should be required to construct
Hennessy Avenue (north of Bott Lane) and Davin Street, Fulcher Court, Trenton Avenue,
Fulcher Street, Trenton Place, and Cleary Court as 27 -foot street sections with curb, gutter, and
attached 5 -foot wide sidewalk within 41 -feet of right-of-way.
The applicant should be required to install "NO PARKING" signs on one side of the street, as
specified by the District and as specified by the appropriate fire department.
The applicant should be required to construct the cul-de-sacs with a minimum 45 -foot turning
radius.
6. Roadway Offsets
a. Existing Conditions: Hillsdale Avenue is proposed at the mid -mile along the site's west
property line.
b. Policy:
Collector Offset Policy: District policy 7206.4.2 states that the preferred spacing for new
collectors intersecting existing collectors is 1/4 mile to allow for adequate signal spacing and
alignment.
Local Offset Policy: District policy 7206.4.5, requires local roadways to align or offset a
minimum of 330 -feet from a collector roadway (measured centerline to centerline).
District policy 7207.4.2, requires local roadways to align or provide a minimum offset of 125 -
feet from any other street (measured centerline to centerline).
c. Applicant's Proposal: The applicant is proposing to construct Bott Lane as a collector street
to intersect Hillsdale Avenue at the north/south mid -mile (west property line).
The applicant is proposing to construct Hennessy Avenue to intersect Bott Lane approximately
510 -feet east of Hillsdale Avenue (measured centerline to centerline).
The applicant is proposing to construct Trenton Avenue to intersect Bott Lane approximately
630 -feet west of Green Forest Avenue and 660 -feet east of Hennessy Avenue (measured
centerline to centerline).
The applicant is proposing to construct the internal local streets with a minimum 125 -foot offset
(measured centerline to centerline).
11 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
d. Staff Comments/Recommendations: The applicant's proposal meets District policy and
should be approved as proposed.
7. Stub Streets
a. Existing Conditions: There is one stub streets at the site's west property line.
b. Policy:
Stub Street Policy: District policy 7207.2.4 (local) states that stub streets will be required to
provide circulation or to provide access to adjoining properties. Stub streets will conform with
the requirements described in Section 7207.2.5.4 (local), except a temporary cul-de-sac will not
be required if the stub street has a length no greater than 150 -feet. A sign shall be installed at
the terminus of the stub street stating that, "THIS ROAD WILL BE EXTENDED IN THE
FUTURE."
In addition, stub streets must meet the following conditions:
• A stub street shall be designed to slope towards the nearest street intersection within the
proposed development and drain surface water towards that intersection; unless an
alternative storm drain system is approved by the District.
• The District may require appropriate covenants guaranteeing that the stub street will
remain free of obstructions.
Temporary Dead End Streets Policy: District policy 7206.2.4 (collector)/ 7207.2.4 (local)
requires that the design and construction for cul-de-sac streets shall apply to temporary dead
end streets. The temporary cul-de-sac shall be paved and shall be the dimensional
requirements of a standard cul-de-sac. The developer shall grant a temporary turnaround
easement to the District for those portions of the cul-de-sac which extend beyond the dedicated
street right-of-way. In the instance where a temporary easement extends onto a buildable lot,
the entire lot shall be encumbered by the easement and identified on the plat as a non -buildable
lot until the street is extended.
c. Applicant Proposal: The applicant is proposing to construct the following local stub streets:
• A local street, Davin Street (west of canal), to the west, approximately 305 -feet in length
and located between Lot 1, Block 1 and Lot 5, Block 2.
• A local street, Selatir Avenue, to the south, approximately 160 -feet in length and located
between Lot 2, Block 4 and Lot 11, Block 3.
• A local street, Fulcher Street, to the west, approximately 110 -feet in length and located
between Lot 6, Block 7 and Lot 1, Block 8.
• A local street, Davin Street (east of canal), to the west, approximately 260 -feet in length
and located between Lot 1 C, Block 6 and Lot 1, Block 7.
The applicant is proposing two alternative turnarounds for the western and eastern Davin Street
stub streets. The turnaround for the western stub street is proposed as a 20 -foot wide by 36 -
foot long alternate hammerhead turnaround located approximately 120 -feet east of the west
property line; and the turnaround for the eastern stub street is proposed as a 20 -foot wide by
36 -foot long alternate hammerhead turnaround located approximately 155 -feet west of Trenton
Avenue.
12 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
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d. Staff Comments/Recommendations: The applicant discussed and proposed the alternate
hammerhead turnarounds with staff and the Development Services Manager approved the
proposal contingent upon Fire Department approval. However, the Meridian Fire Department
is requiring the turnarounds to meet IFC requirements as indicated in the attached letter dated
October 12, 2018.
Therefore, the applicant should be required to provide a temporary turnaround for both the
western and eastern Davin Street stub streets in accordance with Fire Department approval.
The temporary cul-de-sacs shall be paved with a minimum 45 -foot turning radius. The applicant
shall grant a temporary turnaround easement to the District for those portions of the cul-de-sac
which extend beyond the dedicated street right-of-way. If the temporary easement extends onto
a buildable lot, the entire lot shall be encumbered by the easement and identified on the plat as
a non -buildable lot until the street is extended.
8. Bridge for Ten Mile Feeder Canal Crossing
The District will require that the applicant submit the bridge plans for the crossing of the Ten Mile
Feeder Canal (Bott Lane) for review and approval prior to the pre -construction meeting and final
plat approval. Note: all plan submittals for bridges or pipe crossings of irrigation facilities should
be submitted to ACHD for review no later than December 15th for construction in the following
year prior to irrigation season.
9. 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.
10. 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
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.
11. Other Access
Bott Lane and Hillsdale Avenue are classified as collector roadways. 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.
13 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
D. Site Specific Conditions of Approval
1. Improve Cloverdale Road with pavement widening from Reutzel Drive to Bott Lane to
accommodate 2 thru lanes and a center turn lane with 3 -foot wide gravel shoulders IF the
improvements have not already been constructed by other development.
2. Realign the existing portion of Bott Lane from the east property line to the east side of Ten Mile
Feeder Canal and construct Bott Lane as a 36 -foot street section with vertical curb, gutter, and 8 -
foot wide parkway strip within 52 -feet of right-of-way and a detached 5 -foot wide sidewalk within
an easement from the east property line west to intersect Hillsdale Avenue at the site's west
boundary.
3. Improve Bott Lane from the east property line, east to Cloverdale Road with 30 -feet of pavement
and 3 -foot wide gravel shoulders.
4. Construct the Hillsdale Avenue/Bott Lane intersection as proposed.
5. Provide a permanent right-of-way easement to 2 -feet behind back of curb for any public sidewalk
placed outside of the dedicated right-of-way.
6. Complete the separate right-of-way vacation process for Bott Lane through ACHD prior to final
plat approval.
7. Reconstruct the existing driveways for 4270 and 4330 E Bott Lane as maximum 30 -foot wide curb
return type driveways.
8. Construct Hennessy Avenue (south of Bott Lane), Clayden Street, Longdon Avenue, Fratello
Street, and Selatir Avenue as 33 -foot street sections with curb, gutter, and attached 5 -foot wide
sidewalk within 47 -feet of right-of-way.
9. Construct Hennessy Avenue (north of Bott Lane) and Davin Street, Fulcher Court, Trenton
Avenue, Fulcher Street, Trenton Place, and Cleary Court as 27 -foot street sections with curb,
gutter, and attached 5 -foot wide sidewalk within 41 -feet of right-of-way; and install "NO PARKING"
signs on one side of the street, as specified by the District and as specified by the appropriate fire
department. Provide written fire department approval for the reduced street sections with plan
submittal.
10. Construct the cul-de-sacs with a minimum 45 -foot turning radius.
11. Construct Bott Lane as a collector street to intersect Hillsdale Avenue at the north/south mid -mile
(west property line).
12. Construct Hennessy Avenue to intersect Bott Lane 510 -feet east of Hillsdale Avenue.
13. Construct Trenton Avenue to intersect Bott Lane 630 -feet west of Green Forest Avenue and 660 -
feet east of Hennessy Avenue.
14. Construct the internal local streets with a minimum 125 -foot offset.
15. Construct a local stub street, Davin Street (west of canal), to the west, 305 -feet in length and
located between Lot 1, Block 1 and Lot 5, Block 2.
16. Construct a local stub street, Selatir Avenue, to the south, 160 -feet in length and located between
Lot 2, Block 4 and Lot 11, Block 3.
17. Construct a local stub street, Fulcher Street, to the west, 110 -feet in length and located between
Lot 6, Block 7 and Lot 1, Block 8.
18. Construct a local stub street, Davin Street (east of canal), to the west, 260 -feet in length and
located between Lot 1 C, Block 6 and Lot 1, Block 7.
14 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
19. Provide a temporary turnaround for both the western and eastern Davin Street stub streets in
accordance with Fire Department approval. The temporary cul-de-sacs shall be paved with a
minimum 45 -foot turning radius; and provide "NO PARKING — FIRE LANE" signage. The
applicant shall grant a temporary turnaround easement to the District for those portions of the cul-
de-sac which extend beyond the dedicated street right-of-way. If the temporary easement
extends onto a buildable lot, the entire lot shall be encumbered by the easement and identified on
the plat as a non -buildable lot until the street is extended.
20. Other than approved access, direct lot access to Bott Lane and Hillsdale Avenue is prohibited and
should be noted on the final plat.
21. Submit civil plans to ACHD Development Services for review and approval.
22. The impact fee assessment will not be released until the civil plans are approved by ACHD.
23. Payment of impact fees is due prior to issuance of a building permit.
24. 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.
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
15 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
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
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. Meridian Fire Dept. Letter
4. Utility Coordinating Council
5. Development Process Checklist
6. Request for Reconsideration Guidelines
16 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
VICINITY MAP
17 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
SITE PLAN
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18 DRAFT Shelburne East/ MPP18-0028/
H-2018-0112
MERIDIAN FIRE DEPARTMENT
STAFF REPORT
DATE: 10/12/2018
TO: Sonya Allen
REVIEWER: Joseph Bongiorno, Deputy Chief of Prevention 208-888-1234
SUBJECT: H-2018-0112
PROJECT NAME: Shelburne East
Fire Department Summary of Report:
1. Fire Response Time Travel time from nearest fire station (level of service expectation = 5 minutes)
This development is 4:00 minutes (under ideal conditions) from the nearest fire station. If approved,
the Fire Department can meet the response time requirements.
2. Resource reliability Current reliability of closest fire station (expectation should be 85% or greater)
This development is closest to Fire Station #4. Current reliability is 79% from this station and does
not meet the targeted goal of 85% or greater.
3. Risk Identification Risk Factor (I =residential, 2=residential with hazards, 3=commercial,
4=commercial with hazards, 5=industrial)
This proposed commercial development has a risk factor of 1, in which current resources would be
adequate to supply service to this propose project.
4. Accessibility Roadway Access, traffic
This project does not meet all required road widths and turnarounds. The two turn arounds on E
Davin Street need to conform to the dimensions shown in appendix D of the IFC. The landscaping in
the middle of the cul -d -sac on S Trenton Place needs to be removed. There will need to be "No
Parking — Fire Lane" signs installed on all 48' radius cul -d -sacs. It is understood the bridge on Bott
Lane is not 20' wide. I am in agreement the secondary access is needed, but the existing bridge will
need to be evaluated for weight limits. It will need to withstand 80,000 lbs of a fire engine crossing it.
5. Specialty/Resource needs
a. Aerial device needed for development (more than 30' in height)?
i. If yes, is one available within a 10 minute travel time
This proposed project will not require an aerial device. The closest truck company is 11
minutes travel time (under ideal conditions) to the proposed development, and therefore
the Fire Department cannot meet this need in the required timeframe if a truck company
is required.
b. Other specialty needs (water rescue, hazmat, and technical rescue)?
i. If yes, is one available within a 5 minute travel time?
In the event of a structure fire an additional truck company will be required. This will require
additional time delays as they are not available in the city.
6. Water Supply (list expectations)
Water supply for this proposed development requires 1000 gallons per minute for one hour.
(Approximate — see appendix B of the 2015 International Fire Code)
7. Other Comments
Project specific comments are listed below.
***All IFC code sections per 2015 IFC or as noted***
RESOURCE AVAILABILITY - Fire Flow and Water Supply:
1. Fire Flow: One and two family dwellings not exceeding 3,600 square feet require a fire -
flow of 1,000 gallons per minute for a duration of 1 hours to service the entire project.
One and two family dwellings in excess of 3,600 square feet require a minimum fire flow
as specified in Appendix B of the International Fire Code. Fire Hydrant spacing shall be
provided as required by Appendix C of the International Fire Code.
Water Supply: Final Approval of the fire hydrant locations shall be by the Meridian Fire
Department or their designee in accordance with International Fire Code Section (IFC)
508.5.4 as follows:
a. Fire hydrants shall have a Storz LDH connection in place of the 4 1/2" outlet. The
Storz connection may be integrated into the hydrant or an approved adapter may be
used on the 4 1/2" outlet.
b. Fire hydrants shall have the Storz outlet face the main street or parking lot drive aisle.
c. Fire hydrants shall be placed on corners when spacing permits.
d. Fire hydrants shall not have any vertical obstructions to outlets within 10'.
e. Fire hydrants shall be placed 18" above finished grade to the center of the Storz
outlet.
f. Fire hydrants shall be provided to meet the requirements of the Meridian Water Dept.
Standards.
g. Show all proposed or existing hydrants for all new construction or additions to
existing buildings within 1,000 feet of the project.
ACCESSIBILITY - Fire Department Roadways, Access and Addressing:
Roadways: In accordance with International Fire Code Section 503.2.5 and Appendix D,
any roadway greater than 150 feet in length that is not provided with an outlet shall be
required to have an approved turn around. Phasing of the project may require a temporary
approved turn around on streets greater than 150' in length with no outlet. Cul -D -Sacs shall
be 96' in diameter minimum and shall be signed "No Parking Fire Lane" per International
Fire Code Sections 503.3 & D103.6.
Page 2 of 3
4. Roadways: All entrances, internal roads, drive aisles, and alleys shall have a turning radius
of 28' inside and 48' outside, per International Fire Code Section 503.2.4.
5. Roadways: Private Alleys and Fire Lanes shall have a 20' wide improved surface
capable of supporting an imposed load of 80,000 lbs. All roadways shall be marked
"No Parking Fire Lane" per International Fire Code Sections 503.3 & D103.6.
6. Roadways: To increase emergency access to the site a minimum of two points of access
will be required for any portion of the project which serves more than 30 homes, as set
forth in International Fire Code Section D107.1. The two entrances should be separated by
no less than '/z the diagonal measurement of the full development as set forth in
International Fire Code Section D104.3. The applicant shall provide an additional stub
street to the property.
7. Roadways: The roadways shall be built to Ada County Highway District cross section
standards and have a clear driving surface. Streets less than 26' in width shall have no on -
street parking; streets less than 32' in width shall have parking only on one side. These
measurements shall be based on the drivable surface dimension exclusive of shoulders. The
roadway shall be able to accommodate an imposed load of 80,000 GVW as set forth in
International Fire Code Section 503.2.1 and D103.6.1 and D103.6.2.
8. Roadways: As set forth in International Fire Code Section D103.3, the Fire Department is
opposed to any landscape island in the middle of a cul de sac that may prevent a fire
truck from turning around on the end of the court.
9. Roadways: Emergency response routes and fire lanes shall not be allowed to have traffic
calming devices installed without prior approval of the Fire Code Official. National Fire
Protection IFC503.4.1.
10. Access: Fire lanes, streets, and structures (including the canopy height of mature trees) shall
have a vertical clearance of 13'6 as set forth in International Fire Code Section 503.2.1.
11. Access: Operational fire hydrants, temporary or permanent street signs, and access roads
with an all-weather surface are required to be installed before combustible construction
material is brought onto the site, as set forth in International Fire Code Section (IFC)
501.4.
12. Access: All portions of the buildings located on this project must be within 150' of a
paved surface as measured around the perimeter of the building as set forth in
International Fire Code Section 503.1.1.
SPECIALTY NEEDS/OTHER COMMENTS:
13. Other Comments: Ensure that all yet undeveloped parcels are maintained free of
combustible vegetation as set forth in International Fire Code Section 304.1.2.
Page 3 of 3
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.
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Request for Reconsideration of Commission Action
Request for Reconsideration of Commission Action: A Commissioner, a member of ACHD
staff or any other person objecting to any final action taken by the Commission may request
reconsideration of that action, provided the request is not for a reconsideration of an action
previously requested to be reconsidered, an action whose provisions have been partly and
materially carried out, or an action that has created a contractual relationship with third parties.
a. Only a Commission member who voted with the prevailing side can move for
reconsideration, but the motion may be seconded by any Commissioner and is voted on
by all Commissioners present.
If a motion to reconsider is made and seconded it is subject to a motion to postpone to a
certain time.
b. The request must be in writing and delivered to the Secretary of the Highway District no
later than 11:00 a.m. 2 days prior to the Commission's next scheduled regular meeting
following the meeting at which the action to be reconsidered was taken. Upon receipt of
the request, the Secretary shall cause the same to be placed on the agenda for that next
scheduled regular Commission meeting.
c. The request for reconsideration must be supported by written documentation setting forth
new facts and information not presented at the earlier meeting, or a changed situation that
has developed since the taking of the earlier vote, or information establishing an error of
fact or law in the earlier action. The request may also be supported by oral testimony at
the meeting.
d. If a motion to reconsider passes, the effect is the original matter is in the exact position it
occupied the moment before it was voted on originally. It will normally be returned to
ACHD staff for further review. The Commission may set the date of the meeting at which
the matter is to be returned. The Commission shall only take action on the original matter
at a meeting where the agenda notice so provides.
e. At the meeting where the original matter is again on the agenda for Commission action,
interested persons and ACHD staff may present such written and oral testimony as the
President of the Commission determines to be appropriate, and the Commission may take
any action the majority of the Commission deems advisable.
f. If a motion to reconsider passes, the applicant may be charged a reasonable fee, to cover
administrative costs, as established by the Commission.
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