HomeMy WebLinkAboutMidland Meadows_EngComments_2023-12-07
Midland Meadows
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Memorandum
To: Katherine Wright, Planner Technician
Caldwell P & Z Department
From: TJ Frans, Project Manager
Steven Pendleton, Plans Examiner II
Re: ANN23-000015, CPM23-000010, SUB23-000033 Midland Meadows
Date: December 7, 2023
The Engineering Department provides the following comments on a request by Breckon Land
Design, on behalf of Parkland Development LLC, is requesting Annexation and Zoning of Parcel
R3411800000 (approx. 39.2 acres) from County Ag to the R-1 (Low Density Residential) zoning
district, a Comprehensive Plan Land Use Map Amendment to include approximately 18.25
acres of said Parcel R3411800000 into the Caldwell future land use map and provide it with a
designation of LDR (Low Density Residential), and a Preliminary Plat consisting of 242
detached single-family residential lots and 25 common lots on approximately 80 acres of land in
the existing and proposed R-1 zoning district. The development proposal of 242 single-family
lots on approximately 80 acres equates to a gross density of 3 DU/Acre. The subject parcels are
located on the west side of Midland Boulevard, approximately ¾ miles north of Hwy 20/26, in
Caldwell, Idaho.
Should the Hearing Examiner/Planning & Zoning Commission advance the application,
the Engineering Dept. recommends the following items, as listed in the staff report, be
listed as conditions of approval:
Applicant shall update the Traffic Impact Study. At the time of the application the study
does not reflect the proper daily trips per day.
Development Plans
1. Development Plans – Prior to commencing construction and applying for building permits,
plans must be prepared by the developer’s engineer and approved by the City Engineering
Department which shall include the following items:
a. Street section and alignment (including curb and gutter);
b. Sidewalk (sidewalk width based on street classification);
c. Sanitary sewer (per City and DEQ requirements);
d. Potable water (per City and DEQ requirements);
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e. Stormwater facilities (per City requirements/storm water manual);
f. Street lighting (per City standards);
g. Street signage (per City and MUTCD requirements);
h. Vertical Datum based on NAVD 88 Datum.
General
1. Applicant shall follow the requirements and processes of the subdivision ordinance for the
development of this project. For the purposes of this project, all conditions outlined in the
subdivision ordinance pertaining to receiving the City Engineers signature on, or the
recordation of, a final plat shall be applied to the submission of building permits.
2. Easements for public utilities shall be as listed below. Easements will be required to be larger if
deemed necessary by the City Engineer in order to facilitate future maintenance operations of
utilities.
a. 10 feet wide minimum.
b. Domestic water only,15 feet wide minimum
c. Sanitary sewer only, 20 feet wide minimum
d. Sewer and water combined, 30 feet wide minimum
i. Note: future permanent structures will not be permitted to be constructed
within any easement granted to the City of Caldwell. Applicant shall
ensure that civil design and easements provided to the City
accommodate current and future construction needs of permanent
structures such as covered parking structures, future buildings, etc.
3. Appropriate easements for emergency access, transmission lines and/or other utilities shall be
clearly indicated, with recorded instrument numbers provided for said easements, on the
construction drawings.
4. All utilities on and within the boundaries of the subdivision shall be located and/or relocated
underground.
5. All street, sewer, water, fire protection, and street light facilities must be dedicated to the City.
Some conveyance facilities for stormwater drainage may be eligible for dedication to the City.
6. Construction of facilities to be dedicated and/or within public right-of-way shall be performed by
an appropriately licensed public works contractor and shall be inspected by and constructed to
City of Caldwell specifications.
7. Prior to commencement of construction in any dedicated right-of-way, or construction of any
improvement intended for dedication to the City or connected to a City facility, the City
Engineering staff is to be notified. This preferably will take place in a pre-construction
conference scheduled by the engineer of record in which all appropriate personnel and utilities
are present. Appropriate City personnel are to be notified in advance of all testing (including
compaction, pressure and coliform, etc.) and given opportunity to be present during conduct of
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the testing. The engineer of record or his designated representative is to witness all tests (not
covered by City inspectors) and a log of inspection visits and testing results is to be kept by the
engineer of record or his representative.
8. The developer is to employ a responsible design professional, preferably the engineer of
record, to oversee and inspect construction, to perform and/or observe all requisite testing of
completed facilities, and to certify that improvements have been constructed according to
approved plans and in compliance with applicable City, State, and Federal standards.
9. The engineer of record shall be held responsible to ensure that improvements are in
compliance with said engineer’s design. Following the construction of the improvements, the
developers engineer shall provide the City of Caldwell Engineering Department with electronic
(.dwg) format record drawings spatially referenced to the Idaho State Plane Coordinate
System-West Zone, North America Datum (NAD) 83. Vertical control shall be referenced to the
North America Datum (NAVD) 88 for future reference and to establish that the engineer of
record has caused construction to occur in substantial compliance with the design of said
engineer of record.
10. Any note, item or drawing element on the plats, construction drawings, engineering drawings
and/or design drawings related to the property inconsistent with City Codes, Policies and/or
Ordinances shall not be construed as approved unless specifically addressed and granted by
City Council.
Rights-of-Way
1. Lincoln Rd. is classified as a Minor Arterial roadway. The applicant shall dedicate as public
right-of-way a minimum eighty (80) foot full width right-of-way along the entire Lincoln Rd.
alignment (per City Standard R-810B).
2. Midland Blvd. is classified as a Minor Arterial roadway. The applicant shall dedicate as public
right-of-way a minimum forty (40) foot half width right-of-way (from centerline) along the entire
Midland Blvd. alignment (per City Standard R-810B).
3. Applicant shall provide necessary right-of-way at the intersection of Lincoln Rd. and Midland
Blvd. to construct a roundabout proposed at this intersection.
4. All interior local streets classified as residential shall be dedicated to the City. The applicant shall
dedicate as public right-of-way a minimum fifty-three (53) foot full width right-of-way (per City
Standard R-810 E).
5. Applicant shall dedicate to the City of Caldwell any required right-of-way along all classified
roadways within 90 days of written request from the City of Caldwell.
6. A note shall be placed on the Final Plat indicating that all rights-of-way are to be dedicated to
the public.
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Street
1. Full frontage half street improvements shall be completed to all classified roads adjacent to the
proposed project including (Lincoln Rd. and Midland Blvd.) in accordance with all City of
Caldwell standards and specifications improvements shall include (but are not limited to) curb,
gutter, sidewalk, asphalt, streetlights, joint trench, spare communication conduit along classified
roadways, storm drainage facilities, etc.
2. Applicant shall construct a southbound right-turn lane on Midland Blvd at intersection of Lincoln
Rd. This requirement may be waived, in part or full, by the City Engineer depending on the
timing of the design and construction of the proposed roundabout.
3. Applicant shall construct an eastbound right-turn lane on Lincoln Rd. at intersection of Midland
Blvd. This requirement may be waived, in part or full, by the City Engineer depending on the
timing of the design and construction of the proposed roundabout.
4. Applicant shall complete the improvements referenced above for all portions of Lincoln Rd. and
Midland Blvd. that are outside of the City’s roundabout project limits. Applicant is responsible
for matching their improvement to the roundabout design. Applicant may be required to install
temporary improvements within the limits of the proposed roundabout, as deemed necessary
by the City Engineer at the time of plan review.
5. Applicant shall contribute funds in lieu of construction for necessary roadway frontage
improvements that are a requirement of this development at the Lincoln Rd. and Midland Blvd.
intersection but that fall within the scope of the City’s roundabout project. These contributed
funds shall cover the cost of improvements that would have included the construction of an
eastbound right hand turn lane on Lincoln Rd. and a southbound right hand turn lane on
Midland Blvd. along with all other typical frontage improvements as noted in comment #1
above.
6. All private driveways/drive isles shall fully comply with City of Caldwell standards and be
approved by the Caldwell Fire Marshall.
7. No lot/building shall have direct access to/from Lincoln Rd. or Midland Blvd.
8. Applicant shall coordinate with the United States Postal System to determine a cluster mailbox
unit location. Said location shall be interior to the site and shall be located in a manner that will
not impact, or cause queueing onto, Lincoln Rd. or Midland Blvd.
Outparcel
1. 20593 Midland Blvd. (R3412000000)
a. If the City is able to obtain sufficient right-of-way along the frontage of this out parcel
located in the southeast corner of the development the applicant shall complete the
road widening improvements referenced in the Street section, item 1, across the
Midland Blvd. frontage of said out parcel. If the City is not able to acquire the right-of-
way, lesser improvements may still be required that fall within the prescriptive right-of-
way on this out parcels.
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Traffic Mitigation
The following are the required traffic related mitigation measures for the midland Meadows
Subdivision resulting from the traffic impact study pursuant to City Code Chapter 10, Article 10.
A traffic impact study will be required for this development because of the volume of traffic
produced.
1. Provide a cross-access easement allowing use of approaches and cross-access of the site
by both onsite and adjacent development.
2. Community Planning Association of Southwest Idaho has computed the average trip length
in Canyon County to be 7.3 mi. Traffic impact mitigation should presumably occur at both
trip ends so ½ of the trip length should be attributed to each end. It is estimated that trips will
encounter a major intersection every half mile along any given path. The capacity of an
average fully improved intersection (assumed to be the intersection of a collector and an
arterial road) is estimated to be 5,080 vehicles/hour.
The estimated traffic resulting from the proposed density in this subdivision based on the
most current Traffic Impact Analysis sets the pm peak hour traffic flow at 247 vehicles for
the entire subdivision.
Following the City of Caldwell’s mitigation equation ((247 veh/hr*7.3 mile/trip*0.5 trip
ends*2inter/mi) / (5080veh/hr)) the total contribution of this development to traffic
mitigation shall be 35.5% of a fully improved intersection. This percentage represents
the total capacity utilized from each intersection (once fully improved and possibly
signalized) encountered by trips generated over the development’s half of the generated
trip length.
a) The owner/developer/applicant shall design and construct roughly 35.5% of the
signalization improvements needed for an average intersection, as defined, at one or
more nearby (within 3.5 miles of the site) deficient locations to be determined by
Engineering staff. The Engineering staff shall have reasonable discretion to determine
the sites of construction and what design and construction equals roughly 35.5% of the
signalization improvements needed for an average intersection. Engineering staff can
provide information about applications with whose mitigation efforts the
owner/developer/applicant can combine to achieve even units of 100%.
i) The owner/developer/applicant may be allowed, at his option, to contribute monies in
lieu of construction to the City of Caldwell Roadway Trust Fund, but the basis for the
obligation is for construction. Monetary contributions must be made at a level
commensurate with costs to construct the same by the City and as estimated by the
City. This alternate provision for payment of money is not a requirement, is for the
benefit and convenience of the owner/developer/applicant only and does not
constitute an Impact Fee.
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ii) The average cost of intersection is estimated at $425,000 for procurement of
design services, construction, and associated costs by the City, of which 35.5% of
that cost is what needs to be covered by this subdivision.
Water
1. All on site water mains will need to be looped into existing mains for fire flow and water quality
purposes. Internal main sizing and construction plan approval, will be dependent upon the
availability of fire flow.
2. Each buildable lot shall be supplied with potable water. If buildings are constructed to include
individual units that could feasibly or will be sold separately, each unit shall be serviced
separately
3. Each phase of development shall have a redundant/secondary supply of domestic water.
4. The location of water service, including sizing of mains, providing of easements, frontage
construction, and offsite construction are to be decided during review of improvement plans.
5. This development will be required to comply with the Water Master Plan as listed below:
12” water mainline in Lincoln Rd.
12” water mainline in Midland Blvd.
12” water mainline along the eastern boundary from the City well site to the
developments north boundary.
12” water mainline through the southern portion of the project, running in an E/W
alignment from the well and connecting to Midland Blvd.
16” water mainline in Middleton Road extending north to the Lincoln Rd. as stated above
that this project is installing for a secondary source.
Sanitary Sewer
1. It shall be the responsibility of the applicant’s engineer to verify that connection to existing sewer
mainlines will not exceed the functional capacity of said mainlines. Provision for connectivity by
future developments shall be met in accordance with current City standards.
2. The location of sewer service, including sizing of mains, providing of easements, frontage
construction, and offsite construction are to be decided during review of improvement plans.
3. This development will be required to install the trunk lines specified within the most current
version of the Franklin Sewer Study that reside within the limits of this preliminary plat.
a. Current master planned truck lines proposed adjacent or within this development are:
i. 24” line in Lincoln Rd. east of KCID Rd.
ii. 18” line in Midland Blvd south of Lincoln Rd.
iii. 10” line along the west edge of the development.
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b. Applicant may be able to, at the discretion of the City Engineer, enter into a deferral
agreement for the construction of said sewer trunk line/s and provide the City with
funds in lieu of construction (to be determined at the time of civil improvement drawing
plan review)
4. The Developer will be required (where applicable) to extend all sewer and water mainlines to the
center of adjacent roadways for connectivity by future developments. Locations of said
extensions will be decided during the review of the improvement plans.
5. Each buildable lot shall be supplied with a sewer service. If buildings are constructed to include
individual units that could feasibly or will be sold separately, each unit shall be serviced separately
6. Any easements for sewer lines not in the right-of-way should be at a width sufficient to construct
same and not less than 20 feet in width. Easements for adjacent sewer and water lines not in the
right-of-way shall be at a width sufficient to construct the same and shall be no less than 30 feet
in width.
7. A 20’ wide all-weather surfaces may be required to be constructed over mainlines that fall outside
the public right-of-way. All weather surfaces shall be constructed sufficiently to support heavy
equipment necessary to construct and maintain sewer under all seasonal weather conditions.
8. If a sewer lift station is proposed for this development the applicant shall comply with all
requirements of the Waste Water Treatment Plant for the construction and operation of said
station to be dedicated to the City.
Irrigation
1. Existing easements and/or right-of-ways for any irrigation facility shall be determined and
clearly indicated on the construction plans. Construction across or re-routing of these facilities
is subject to approval by the governing irrigation district and at their discretion or their assigns.
2. The Developer shall maintain any existing upstream drainage rights and downstream irrigation
rights across the property. During the design phase of this project, the developer or his
engineer is to contact the appropriate irrigation district to help ascertain these rights.
Appropriate facilities shall be provided by the developer to convey irrigation and drainage water
across the property to take care of these offsite needs. There is to be no discharge of
gravity/pressure irrigation return water into the projects storm water system.
2. The development is to include a non-potable water pressure irrigation system. The design of
this pressure irrigation system is to be reviewed and approved by the Caldwell Municipal
Irrigation District prior to construction plan approval. It shall be required that the system will be
operated and maintained by the Caldwell Municipal Irrigation District.
3. Each lot, or building area, shall be provided with a pressure irrigation service in compliance with
Caldwell Municipal Irrigation District standards.
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4. All pressure irrigation mainlines shall be located in the public right-of-way or within a public
utility easement, with a minimum width of 10 feet, centered over said mainlines as per current
City standards.
5. Applicant shall place the pump station in an area that is easily accessible with a recorded
perpetual easement sufficient for convenient access and maintenance of said pump station.
The lot shall be owned and maintained by the home owners association.
6. The applicant shall ensure that an adequate continuous irrigation supply flow is available to
meet the pressure irrigation system requirements of CMID.
7. The applicant shall transfer a proportionate share of any existing water right(s), except those
held in trust by an irrigation district, to the City of Caldwell for both irrigation and domestic water
supply for the subject development. If this should occur, The City shall assist in registering the
transfer.
8. Applicant shall pipe the pump station delivery ditch from the source point (head gate) to the
pump station. Pump station overflow shall be piped from the pump station to the point of
discharge into an irrigation facility/canal/drain/etc. maintained by an irrigation district.
9. Upon Applicants connection to or use of the existing irrigation pump station, should they
choose to do so and CMID deems it appropriate to connect to, the applicant shall:
a) Supply the City of Caldwell with a water model of the whole pressurized irrigation
system including the piped overflow showing the system design meets all Caldwell
Municipal Irrigation District standards.
b) Applicant shall complete all upgrades to the system as required by CMID. Said
upgrades will be determined during plan review”
10. All plans and construction drawings submitted to the City of Caldwell for review and approval
for any out-of-season irrigation work to be performed within or across facilities located within (or
owned by) irrigation districts other than CMID shall be submitted to the Caldwell Engineering
Department no later than August 15th. Submittal of plans after this date may result in Applicant
not receiving plan approval in time to complete out-of-season work.
Storm Drain
1. As noted previously, provision is to be made for the disposal of stormwater drainage in
accordance with the City Stormwater Management Manual and any updates adopted
subsequent to this application. A copy of this policy is available upon request. The engineer of
record is to provide calculations, which indicate that the assumptions in his stormwater
drainage plan comply with the requirements of the stormwater manual. In this case, if a storm
water system is existing, the burden of proof is on the developer to verify the capacity is
sufficient for the proposed development.
2. The applicant shall identify and retain all historical drainage discharge points from the property
for the purpose of draining on-site storm water detention facilities.
3. Storm water detention basins are required to remain on-site and are to be operated and
maintained by the Home/Business Owners Association/etc.
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4. There is to be no discharge of storm water overflow into any irrigation water return/discharge
facility/ditch/pipe/etc.
Building Permits
1. Prior to submission of building permits, public utilities and infrastructure must be completed or
an appropriate construction security provided. A 20% temporary restriction in the issuance of
building permits will be enforced until all utility construction has been completed, inspected,
tested, approved by the City and certified by the Applicants engineer; including completion all
punch list items.
2. Applicant shall submit an electronic (dwg.) copy of the project site plan suitable for mapping
and addressing purposes no later than 30 days prior to submission of the first building permit.