HomeMy WebLinkAboutHarks Canyon Creek Sub FP App
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To insure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Will Berg, City Clerk, by: June 12,2007
Transmittal Date: May 23,2007 File No.: FP 07-017
Hearing Date: June 19, 2007 .
Request: Final Plat approval for 29 townhome building lots, 7
commercial building lots, and 8 common lots on 6.29 acres in
TN-R and C-C zones for Harks Canyon Creek Subdivision
By: Franklin Centre, LLC
Location of Property or Project:
1845 W Franklin Road
Steve Siddoway (no FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Mic~ael Rohm (No FP)
Tom O'Brien (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, CIC
Joe Borton, CIC
Keith Bird, CIC
David Zaremba CIC
Water Department
Sewer Department
Sanitary Services (No VAR, VAC, FP)
Building Department I Rich Greene
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
_ Economic Dev. (CUP only)
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. Your Concise Remarks:
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Meridian School District (No FP)
Meridian Post OffiCe(FP/Pp only)
Ada County Highway District
Ada County Development Services
Central District Health
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power CO. (FP,PP,CUP)
Qwest (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR I SW Meridian:
NW Pipeline
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FP 07-017
MERIDIAN CITY COUNCIL MEETING
APPLICANT Franklin Centre, LLC
June 19, 2007
ITEM NO.
REQUEST Final Plat approval for 29 town home building lots, 7 commercial building
lots, and 8 common lots on 6.29 acres in TN-R and C-C zones for Harks Canyon Creek
Subdivision - 1845 W Franklin Road.
AGENCY
COMMENTS
CITY CLERK:
CITY ENGINEER:
CITY PLANNING DIRECTOR:
CITY ATTORNEY
CITY POLICE DEPT:
CITY FIRE DEPT:
CITY BUILDING DEPT:
CITY WATER DEPT:
CITY SEWER DEPT:
CITY PARKS DEPT:
MERIDIAN SCHOOL DISTRICT:
ADA COUNTY HIGHWAY DISTRICT:
SANITARY SERVICE COMPANY
CENTRAL DISTRICT HEALTH:
NAMPA MERIDIAN IRRIGATION:
SETTLERS IRRIGATION:
IDAHO POWER:
US WEST:
INTERMOUNTAIN GAS:
MERIDIAN POST OFFICE:
OTHER:
Contacted:
Emailed:
Date:
Staff Initials:
Phone:
Materia. presented at public meetJnallshall become property of th.,CIty of Meridian.
CITY CLERK fiLE CHECKLIST
ProJ4tct Na......: Harks Canyon Creek Subdivision
Contact Name: Cara Duskey
PlIIi! No. FP 07-017
Phon.: 426-8314
Date Received from Planning and Zoning Department:
Planning and Zoning Level: Hearing Date: Nt A
[29 Transmittals to agencies and others:
[2g Notice to newspaper with publish dates: and
o Certifieds to ~operty owners:
o Planning and ZoninQ Commission Recommendation: D Jl..pprove D Deny
May 22, 2007
Notes:
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city Council level:
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Hearing Date:
June 19,2007
May 23, 2f!{J7
finding. I Conclullon'l Oed..: ......:
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0 Approved by Council: """"...t""""Coot "!'llCIot<
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0 Copies Disbursed: ..~.::
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0 Findings Recorded CloN/ Clot<
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0 Sent for signatures: ~'r:<;IICIot<
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0 Si,ned by all parties: CIIy"'l/!"'l'
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0 Approved by Council: 'U::
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Recorded: ~~
0 Copies Disbursed: Copl.to: ~
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Ordinance No. R.olufton No. ~
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D Approved by Council: ~,
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0 CotIIIIiri,."..-
Recorded: ~... 10 days .;:L
.. D Published in newspaper: ~;a=
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0 Copies Disbursed:
Notes:
Transmittals to a@encies and others:
Notice to newspaper with publish dates:
Certifieds to property ownars: Nt A
City Council Action: D Approve
Findings I Conclusions I Order received from attorney on:
and
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Deny
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Hearing Date: June I?, 2007
File No.:
FP-07-017
Project Name: Harks Canyon Creek Subdivision
Request:
Final Plat approval for 29 townhome buildings lots, 7 commercial building lots,
and 8 common lots on 6.29 acres in TN-R and C-C zones by Franklin Centre,
LLC.
Location:
1845 W. Franklin Road in the NE 114 ofT. 3N., R. 1 W., Section 14.
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Planhing Department
COMMISSION & COUNCIL REVIEW APPLICATION
C\,. "
~..Type of Review Requested (check all that apply)
. . .... 0 Annexation and Zoning
o Comprehensive Plan Map Amendment
o Comprehensive Plan Tex ~ent
o Conditional Use Permit . .
o Conditional Use Permit,
& Final Plat
o Final Plat Modification
o Planned Unit Development
o Preliminary Plat
o Rezone
o Time Extension (Commission
o UDC Text Amendment
o Vacation (Council
DVarianc
riI. Other _"
Address:
E~mail:
Information
Location/street address:
Total acreage:
Current land use:
660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 . Facsimile: (208) 888-6854 . Website:
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Acres of each zone
of use
all that
~ Residential J1ii1 Commercial
o Industrial
Amenities
with this
Who will own & maintain the
Which
district does this property he within?
(5
source:
of
areas to be
(if primary or
rr..'~
point of connection is City water): c.
Residential
Number
lots:
Number of residential units:
Number of common and/or other lots:
number of
units
I Bedroom:
2 or more Bedrooms:
space
of use able open space:
(DUlacre-totalland):
Minimum square
Minimum
space:
3, Article
space
m acres
o
o
o
Number
Gross fl oor area
Hours
Other lots:
and
devoted to the
of
Number of compact spaces
Total number
Number and ages of students/children
Total number
Maximum number of
Authorization
Print
name:
atertower Lane, Suite 202 .. Meridian, Idaho
3 .. Facsimile: 888-6854 .. Web site:
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Ma~ 22 2007 11:17AM MUNGER ENGINEERING,INC.
4268319
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February 2, 2007
Revised May 22, 2007
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Ms. Anna Canning
Meridian Planning Director
660 E. Watertower Lane, Suite 202
Meridian, ill 83642
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Subject:
Harks Canyon Creek Subdivision- Final Plat
Dear Ms. Canning:
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On behalf of my client, Franklin Centre, LLC, please accept applications for private street
and final plat for the subject land development project. Harks Canyon Creek Subdivision
is located at~1845 W. Frapklin Road, just west oithe Harks Corner commercial center at
Linder Road' and Frankliri' Road (also owned by Franklin Centre, LLC).
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"'-The 6~29 acre site is currently locatedfu the City of Meridian with a zoning designation
of CC and TNR. The site is surrounded by property annexed into the City of Meridian on
the north and south sides and a portion of the east side.
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Harks Canyon Creek is designed to provide a mix. of commercial and residential uses,
combined in a traditional, yet interconnected patt8n. Because Franklin Road is a busy
(soon-to-be) five-lane arterial, only commercial uses front on Franklin Road. However,
the residential uses are clearly and closely connected with sidewalks, landscapin~ and a
common architectural theme. "
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The pro~rty has been annexed into Meridian with two land use zones. A portion'ofthe
site, 4.07 acres is zoned Community Commercial. The remainder of the site is zoned TN-
R or Traditional Neighborhood Residential.
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The commercially zoned lots of Harks Canyon Creek Subdivision are shown on the fmal
jl plat as Lot 1, Block 1; Lots 1-3, Block 2; and Lots 21 and 22, Block 3. These lots will
"i ,~ meet the dimensional standards and uses ofthe Community Business District (C-C) zone.
AlIJhe lots wilI~hare access, parking and utility agre&nents as needed.
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Twenty nine town homes are i;ac1uded for Harks Canyon=Creek Subdivision. 'PUI
townhomes front on a public street and have vehicle acc--e:ss from a service road located
behind the homes
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The common lots in this subdivision are; Lot 2, Block 1; lA:Jts 4, 9 and 12 Block 2, Lots
5, ft}, 14 and 20 Block 3 are common lots to be-owned and maintained by the
Development Association. ~,.
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14090 WEST STATE STREET, SUITE 29 · BOISE, IDAHO 83703 . PHONE: (208) 426-8314 . FAX: (208) 426-8319
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Ma~ 22 2007 11:17AM MUNGER ENGINEERING,INC.
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According to the recently approved Uniform Development Code, the following
dimensional standards for the TN-R district were determined by the Council at
annexation. Lots are to be sized to meet the setbaeks below.
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Minimum density
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Maximum density I~
Minimum street frontage
Minimum front setback .
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" 8 duJac net
15 duJac net
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10' for aUey or non-street access
20' for street access
5' for alley access
12' for street access
O' for attached units
4' for detached units
5' at alley
10' at local street
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Minimum. rear setback
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Minimum side setback
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Minimum street side setback
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Street landscape buffer
Local street ; ~
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8' parkway with Class IT trees OR in tree
wells in 8' sidewalk
25'
40'
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Arterial
Minimum building heiiht
The entry streets are designed to meet ACHD requirements as determined with the
preliminary plat. Lot 5 Block 3 is a private roadway providing access to the future
phases of this project. A public street is not warranted for this area since the intent was to 11>.
develop th~ remainder of the property as a multi family complex which V'tould be better
;; served by a service road. The private street maintenance, repair and funding will be
regulated as. s~t fo~ in ~e CCR' s for this project. Th~ t\4a County .Htghway I?is~ct
and the Mendian CIty Flre Deparbnent approved the pnvne street Wlth the prehmmary
plat for the Harks Canyon Creek Subdivision.
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Lot 2, Block 1; Lot 4, Block 2 and Lot 5, Block 3 contain service drives in separate lots
that provide "alley' access to garages located behind the townhomes. The service drives
lots are 20' wide, with a pavement width of 16'. The pavement is off-set from the center
of the lot to provide a space for landscaping next to the townhome garages. With the 5'
offset on the 831'age, the backup distance is 25'. f'
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Sewer is provided to the entire site via the extension of the 8" sewer line from the
southwest comer of the property. This sewer stub was constmcted as part of the
development of the Whitestone Estates Subdivision to the south. The deve'loper has
reached an agreement with the Whitestone ROA and Meridian Public Works to utilize
this sewer extension and the on-site pump statioIl, at Whitestone. The sewer line and
.. ~ PWDP station have adequate capacity to handle this property.
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Potable water will be extended into the site from the 12" water line located in Franklin
Road. The 12" liri~ should ensure good water pressme for fIre flows. Pressurized
irrigation will be provided to each building and common lot in Harks Canyon Creek. The
pressurized irrigation is supplied by extending the existing privately owned irrigation
system in Harks Comer to the east. The water for the system is stored in the existing
irrigation pond located on the subject property. The pond will continue to be maintained
by the private irrigation entity. The pond is currently and will continue to be a water lo
amenity on the site.
The submitted plans were desi,gned to comply with the Ada County Highway District, the
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City of Meridian Unified Development Code and acceptable engineering and survey
practices as defined by local standards.
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If you have any questions or comments on the attached applications, please do not
hesitate to call Matt Munger or me at 426-8314. Thank you for your time and effort on
this application.
f.
Sillcerely,
carat.~ ~~
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4rrY Van Hees, Franklin Centre, LLC
David Wilson, Franklin Centre, LLC
Jane B. Suggs, JBS Enterprises LLC
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January 2,2007
City of Meridian
Meridian Planning Department
Associate City Planner
660 W. Watertower Lane Ste. 202
Meridian, Idaho 83642
RE: Harks Canyon Creek Subdivision, AZ-05-056, CUP-05-051, PP-05-058
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To Whom It May Concern:
I have received and reviewed the comments regarding the Harks Canyon Creek Subdivision. For ease of
review I will address these comments in the order they are stated on your letter.
SITE SPECIFIC REQUIREMENTS(~ PRELIMINARY PLAT ~,
1.1 The preliminary plat labeled as Preliminary Plat dated October 2005 prepared by
Claiborne Waite Consulting. is approved, with the conditions listed herein. All
comments(conditions of the accompanying Annexation/Zoning (AS-05-056) and
Conditional Use (CUP-05-051) shall also be considered conditions of the Preliminary
Plat (PP-05-058)
Acknowledged
1.2 The applicant has proposed a 25-foot landscape buffer along Franklin Road. The
Landscape buffer shall-be designed and installed in accordance to UDC 11-3B-7 and
certified as installe;$lprior to final plat signature (UDC ll-3B-14B-2). The sidewalks
within the buffer shall be placed as to lineup with future buffers in neighboring
developments.
Acknowledged
1.3 The applicant shall comply with the requirements of no direct lot access for any lots
adjacent to the arterial roads of Franklin Road as required by ACHD. A note shall be
placed on the final plat restricting access to Franklin Road.
Acknowledged
1.4 The applicant shall provide cross access to all commercial lots within the subdivision and
to the property west of the site adjacent to Lot 1 Block 1 and to the east from Lots 22 and
23 Block 3 as required by ACHD. .
Cross access easement will be provided to each of the commercial lots located
with in this project and to the commercial lost adjacent to the east. W Harks
Street is stubbed to the east as required by ACHD.
4090 WEST STATE
SUiTE 29 . BOISE, iDAHO 83703 . PHONE: (208) 426-8314 . FAX: (208) 426-8319
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1.5
A landscape plan shall be submitted prior to final plat showing the landscaping in relation
to the changes required by this report. The submitted landscape plan prepared by Te~
Hammons, A to Z Sprinkler and Landscaping., dated October 14,2005 is not approved"
until re-submitted with changes outlined in this report and in compliance with UDC 11-
3B.
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1.6
A revised landscape plan is included with this submittal
The applicant shall revise the site plat to reflect the required buffers or submit a new
landscape plan with an application for alternative compliance to the director. If the
director fails to approve the request for alternative compliance the applicant shall provide
the required landsca.pe buffers as detailed in UDC 11-3B.
The requested plans are included with this submittal
Maintenance of all residential common areas shall be the responsibility of the Harks
Canyon Creek Subdivision Homeowners' Association. (Lots 9 and 12 Block 2, Lots 10
and 14 Block 3)
All open space maintenance will be provided by the appropriate Owners
Association.
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1.7
1.8
Maintenance of all other common areas shall be the responsibility of the Harks Canyon
Creek Subdivision Business Owners Association. (all required street and use buffers,
with Lot 21 Block 3)
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See 1. 7 above
For alley accessed properties that do not provide a parking pad, the following shall apply;
a. All alleys shall have a twenty-foot (20') right-of-way with a minimum of sixteen
feet (16') of paving. ·
Acknowledged
b. The applicant shall provide a street section of thirty-three feet (33') (measured
from back-of-curb to back-of-curb) with parking on both sides. The requirement
for off-street parking as set forth in Section 11-3C-6 is waived for alley accessed
properties in such circumstances.
Acknowledged
c. The applicant may request a street section of twenty-nine feet (29') (measured
from back -of-curb to back -of-curb) with parking on one ~ide where the street
only provides re~dential access on one side of the street. For example, where
one side of the street has homes on it and the other side of the street is dedicated
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open space lot. Such request shall be approved by Council wfth the preliminary
plat. The requirement for off-street parking as set forth in Section 11-3C-6 is
waived for alley accessed pllOperties in such circumstances.
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1.10 All irrigation ditches, laterals or canals, exclusive of natural waterways, intersecting,
crossing or lying adjacent and contiguous to the area being subdivided shall be tiled per
UDC 11-3A-6 unless otherwise approved by the City and the Irrigation District(s).
Acknowledged
1.11 If the southerly directed portions of Lot 5 Block 3 are not dedicated to the public, the
applicant shall at a minimum submit a private street application to the Planning Director
with the Final Plat application if the applicant chooses to provide private streets for future
connection to the south along Lot 5 Block 3.
This application is influded with this submittal packet.
1.12 The applicant shall contact the Meridian Parks Director to define a location for the Multi-
Use Pathway along the Ten Mile Creek as shown on the Meridian Comprehensive Plan.
The applicant will contact the Meridian Parks Director for construction of
pathways along Ten Mile as that phase of this project develops.
1.13 The applicant shall install a Multi-Use Pathway along the Ten Mile Creek or other
location as agreed upon by the Meridian Parks Director construction shall be in
accordance to the standard as listed in UDC 11-3A-8.
See Item 1.12 above
1.14 The landscape architect shall certify that one tree per 8,000 square feet oflawn has been
provided on the landscape plan.
Acknowledged
1.15 All road drainage shall be contained on site in the drainage swaleslareas as depicted.
Drainage will be detained on site as per ACHD requirements
1.16 The applicant shall comply with the dimensional standard, street sections, lighting, and
fencing requirements as outlined in this staff report for the Traditional Neighborhood
Residential District. There shall be no modifications to the dimensional standards of the
C-C Medium Density Residential District or other operating standards as contained in the
Meridian Unified Development Code.
This project is designed to meet the dimensional standard as approved on the
preliminary plat.
1.17 Sidewalks shall be installed with the subdivision and on the perimeter of the subdivision
pursuant to UDC 11-3A-17.
Acknowledged
1.1.8 The applicant shall be allowed a 5' alley setback to garage/structure for all TN-R lots.
- Acknowledged
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GENERAL REQUIREMENTS-PRELIMINARY PLAT
1.18 All areas approved as open space shall be free of wet ponds or other such nuisances. All
stormwater detention facilities incorporated into the approved open space are subject to
UDC ll-3A-18 and shall be fully vegetated with grass and trees. Sand, gravel or other
non-vegetated surface materials shall not be used in open space lots, except as permitted
under UDC ll-3B. Where the applicant has submitted a preliminary landscape plan and
where staff has reviewed such plan, the landscaping shall be consistent with the
preliminary plan and where staff has reviewed such plan, the landscaping shall be
consistent with the preliminary plan with modifications as proposed by staff. If the
stormwater detention facility cannot be incorporated into the approved open space and
still meet the standard ofUDC ll-3A-18, the applicant shall relocate the facility. This
may require losing a developable lot or developable area. It is the responsibility of the
developer to comply with ACHD, City of Meridian and all other regulatory requirements
at the time of final construction.
Acknowledged
1.19 The applicant shall submit a detailed fencing plan with the final plat application for the
subdivision. If permanent fencing is not provided, temporary construction fencing to
contain debris must be installed around the perimeter prior to issuance of a building
permit. All fencing should be installed in accordance with City Code.
All permanenijencing proposed with this project will be shown on
landscape plan, any requirements for construction fencing will be
addressed and the pre-con
1.20 Any tree over 4" in caliper that is removed from the property shall be replaced by
installing additional trees, being the equivalent number of caliper inches of trees that
were removed. Required landscaping trees will not be considered as replacement trees
for those trees that have to be mitigated.
Acknowledged
1.21 All irrigation ditches, laterals or canals, exclusive of natural waterways, intersecting,
crossing or lying adjacent and contiguous to the area being subdivided shall be tiled per
UDC ll-3A-6, unless otherwise approved by Nampa Meridian Irriaation District. Plans
will need to be approved by the appropriate irrigation/drainage district, or lateral users
association (ditch owners), with written approval or non-approval submitted to the Public
Works Department. Iflateral users association approval can not be obtained, alternate
plans will be reviewed and approved by the City Engineer prior to final plat signature.
Acknowledged
1.22 Staffs failure to cite specific ordinance provisions or terms of the approved
annexation/conditional use does not relieve the applicant of responsibility for
compliance.
Noted
LI3 Preliminary plat approval shall be subject to the expiration provisions set forth in UDC
11-6B.
Noted
2. PUBLIC WORKS DEPARTMENT
2.1 Sanitary sewer service to this development is being proposed via extension of mains stubbed in
the southwestern portion of this property. These mains flow to the Whitestone lift station. The
applicant shall be responsible for any upgrades to the lift station that may be required to handle
the extra influent.
Acknowledged
2.2 The applicant shall install mains to and through this development; applicant shall coordinate main
size and routing with the Public Works Department, and execute standard forms of easements for
any mains that are required to provide service. Minimum cover over sewer mains is three feet, if
cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in
conformance of City of Meridian Public Works Departments Standard Specifications.
Acknowledged
2.3 Water service to this site is being proposed via extension of mains in Franklin Road. The
applicant shall be responsible to install water mains to and through this development, coordinate
main size and routing with Public Works.
Acknowledged
2.4 The applicant shall provide a 20-foot easement for all public waterlsewer mains outside of public
right of way (include all water services and hydrants). The easements shall not be dedicated via
the plat. The description shall be consistent with the graphically depicted easements on the plat
but be recorded as a separate document using the City of Meridian's standard forms. Submit an
executed easement (supplied by Public Works), a legal description, which must include the area
of the easement (marked EXHffiIT) and an 81/2" x II" map with bearings and distances (marked
EXHffiIT) for review. Both exhibits must be sealed, signed and dated by a Professional Land
Surveyor. DO NOT RECORD. Add a note to the plat referencing this document.
Acknowledged
2.5 The applicant has indicated the pressure irrigation system in this proposed development is to be
an extension of a private system in Harks Comer. If it is to be maintained as a private system,
plans and specifications will be reviewed by the Public Works Department as part of the
construction plan review. A "draft copy" of the operations and maintenance manual will be
required prior to plan approval with the "final draft" being required prior to final plat signature on
the last phase of this project.
Design and Specifications are included in the plan set submitted with this application.
2.6 Prior to signature on the plat by the City Engineer the applicant shall submit a signed agreement
granting permission to use the existing private pressurized irrigation pump stations.
Acknowledged
2.7 The City of Meridian requires that pressurized irrigation systems be supplied by a year-round
source of water (UDC 11-3A-6). The applicant should be required to use any existing surface or
well water for the primary source. If a surface or well source is not available, a single-point
connection to the culinary water system shall be required. If a single-point connection is utilized,
the developer will be responsible for the payment of assessments for the common areas prior to
signature on the final plat by the City Engineer.
Acknowledged
2.8 All existing structures not meeting setbacks or meeting the dimensional standards ofthe UDC
shall be removed prior to signature on the final plat by the City Engineer.
Acknowledged
2.9 Any existing domestic wells and/or septic systems within this project shall be removed from
domestic service per City Ordinance Section 9-1-4 and 9-4-8. Wells may be used for non-
domestic purposes such as landscape irrigation.
Acknowledged
2.10 If the stub streets~o the south are going to be private streets, the Public Works will review and
inspect the storm drainage systems. The applicant will be responsible for all review and
inspection fees associated with this.
Acknowledged
2.11 If this project is to contain private streets, the applicant shall address maintenance of the private
streets prior to signature on final plat by the City Engineer.
Acknowledged
2.12 As each commercial lot develops they shall be required to retain storm runoff on site. A drainage
plan designed by a State ofIdaho licensed architect or engineer is required and shall be submitted
to the City Engineer (Ord. 557, 10-1-91) for all off-street parking areas. Storm water treatment
and disposal shall be designed in accordance with Department of Environmental Quality 1997
publication Catalog of Storm Water Best Management Practices for Idaho Cities and Counties
and City of Meridian standards and policies. Off-site disposal into surface water is prohibited
unless the jurisdiction which has authority over the receiving stream provides written
authorization prior to development plan approval. The applicant is responsible for filing all
necessary applications with the Idaho Department of Water Resources regarding Shallow
Injection Wells.
Commercial lots as they develop will construct an onsite retention system in accordance
with the cross access drainage and utilities agreements.
2.13 Street signs are to be in place, water system shall be approved and activated, and the road base
shall be sufficiently installed to allow for emergency vehicle access, prior to applying for building
permits.
Acknowledged
2.14 A letter of credit or cash surety in the amount of 110% will be required for all uncompleted
fencing, landscaping, amenities, pressurized irrigation, sanitary sewer, water, etc., prior to
signature on the final plat.
Acknowledged
2.15 All development improvements for each phase of this development, including but not limited to
sewer, fencing, micro-paths, pressurized irrigation and landscaping shall be installed and
approved prior to obtaining certificates of occupancy.
Acknowledged
2.16 Applicant shall be required to pay Public Works development plan review, and construction
inspection fees, as determined during the plan review process, prior to signature on the final plat.
Acknowledged
2.17 It shall be the responsibility of the applicant to ensure that all development features comply with
the Americans with Disabilities Act and the Fair Housing Act.
Acknowledged
2.18 Applicant shall be responsible for application and compliance with and NPDES Permitting that
may be required by the Environmental Protection Agency.
Acknowledged
2.19 Applicant shall be responsible for application and compliance with any Section 404 Permitting
that may be required by the Army Corps of Engineers.
~
Acknowledged
2.20 Developer shall coordinate mailbox locations with the Meridian Post Office.
Acknowledged.
2.21 Compaction test results shall be submitted to the Meridian Building Department for all building
pads receiving engineered backfill, where footing would sit atop fill material.
Acknowledged
2.22 The engineer shall be required to certify that the street centerline elevations are set a minimum of
3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom
elevation of the crawl spaces of homes is a least I-foot above.
We shall comply.
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2.23 One hundred watt, high-pressure sodium streetlights, shall be required at locations designated by
the Public Works Department. All streetlights shall be installed at subdivider's expense. Typical
locations are at street intersections and/or fire hydrants. Final design locations and quantity are
determined after power designs are completed by Idaho Power Company. The street light
contractor shall obtain design and permit from the Public Works Department prior to
commencing installations.
Acknowledged
Thank you for your time and consideration on this matter. Please feel free to contact Matt Munger or me
at our office, 426-8314.
Sincerely,
L dAft blu7i<AQ
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Cara Duskey
Project Coordinator
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Cl~ibo~n-Waite Consultinl 208 429 9862
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enginoors & $urveyors
120 North ellltis ROlId
Boisc. Id. 83706
(208) 376-8555
f7n:oc (ZOH) 429.9862
Project No. 2246
January 5, 2007
HARKS'CANYON CREEK SUBDIVISION
BOUNDARY DESCRIPTION
A PARCEL OF LAND IN THE WEST ~ OF THE NORTHEAST 1/4 OF
THE NORTIIEAST 114 OF SECTION 14, T.3N., R.lW., B.M., ADA
COUNTY, IDAijO, AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 14,
THENCE S 89013'~7" E ALONG THE NORTH BOUNDARY OF SAID
SECTION 14 AND-tHE CENTERLINE OF FRANKLIN ROAD FOR A
DISTANCE OF 1328.94 FEET TO THE NORTHWEST CORNER OF
SAID NORTHEAST J/4 OF THE NORTHEAST] /4 OF SAID SECTION
14'
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THENCE LEAVING SAID NORTH BOUNDARY AND CENTERLINE
S 00034'18" W ALONG THE WEST BOUNDARY OF SAID
NORTHEAST 1/4 OF THE NORTHEAST 1/4 FOR A DISTANCE OF
48.00 FEET TO THE REAL POINT OF BEGINNING;
THENCE CONTINUING S 00034' 18" W ALONG SAID WEST
~BOUNDARY FOR A DISTANCE OF 392.42 FEET;
$
THEJ'TCE L~A VING SAID WEST BOUNDARY S 890] 3' 1 T' E FO~ A
D~TANCE OF 25.00 FEET;
THENCE S 00034' 18" W FOR A DISTANCE OF 20.00 FEET~
THENCE S 89013' f7~' E FOR A DISTANCE OF 639.54 FEET TO A
POINT ON THE EAST BOUNDARY OF THE WEST 1/2 OF THE
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NORTHEAST 1/4 OF THE NORTIlEAST 1/4 OF SAID SECTJoN 14,
ALSO BItING THE WEST BOUNDARY OF VAN HEES SUBDIVISION;
THENCE~ 00033' 43~' E ALONG SAID EAST BOllJIDARY FOR A
DISTANCE OF 415.42 FEET;
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THENCE LEAVING SAID EAST BOUNDARY N 89037'33" W FOR A
DISTANCE OF 425.00 FEET;
Tm:~CE N 89013' 17" W FOR AbIST ANCE OF 239.48 FEET TO THE
'REAL POINT OF BEGINNING,
CONTAINING 6.29 ACRES OF LmD, MORE OR LESS.
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PREPAlmDBY: TODDR. WAITEP.L.S.
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A;Pionc. C~y
PIONEER TITLE COMPANY
OF ADA. COUNTY
8151 W. Rifleman Ave./ Boise, Idllho 83704
(208) 377.27f)t)
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WARRANTY DEED
For Value Received
Carol J. Snyder. 3 single person 3S to 311 undivided 50% interest
hereil1lfter referred to IS Gr.II1tor, doet;bereby grant. b.Vin, sell, wa~ntland convey unto
Franklin Centre. LLC
hereiIllfter referred tOllS Grantee, whose current address is P.O. Box 6770, Ketchum, ID 83340
thl! following described premises, to.wit:
.
The W Y, oft~ E Y, oftlw NE V. of Section 14, Township 3 North, Range I W.st,
Boi. MlIIidilln, Ada County, Idl"'.
EXCEPT Iny portion of the W Y, of the E Y, of tIE NE V. lying Southnly of u..
Northerly line of the parcel conveyed to the United States of Am1rica on $eptetnbfr
13, 1917 'lis Instrument No. 70680 in Book 126 of Deeds at page 58.
AND EXCEPT any portion lying within the right of way of Franklin Road.
To HAVE AND TO HOLD the Wid premises. with their appurtenances unto the said Grantee; his heirs
and assigns forever. AlIlthe said Grantor does hereby covenant to and with the said Grantee, that Grantor
is the owner in fee sirrwle of :;tid premises; that said premises are free from all encumbrilnces except current
yeirs taxCII, levies. IIfId assessments, and exc.pt U.S. Pllent r_rv.tions, restrictions, eas.ments of raqord,
a. easements visible upon the premises, and that Grantor will '.rrant and defend the slllne from III claims
whatsoever.
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Dated: Nove~er 23, 2004
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STATE OF Id.l1o. County of ~ ss.
On this 24th day of November, in the~r of 2004, before me the underalgDld, ~taty public
pt'rsonally !:ppeared Cil:ol J. Snyder known or identifl!d to l1'Il;l to be the person/persons ww>se'nt~
is/we subscribed to tbe within instrulllent, IJId acknowledged to me thll ./sbcltlEy executed the same.
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Notary Public of Idaho
Residing at Boise, Idaho
Conmtission ~pir's: February 26, 2018
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. A PRICer COlllPlDY
PIONEER TITLE COMPANY
OF ADA COUNTY
8151 W. Rifleman Ave./ Boise, Idaho 83704
(208) 377.2700
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QUITCLAIM DEED
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For V.lue Received
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Larry D. Van Hees and Carolyn Van H~s, husband and wile as to an undivided 50% interest
do hereby convey, relelEe, remise od forever quit claim unto
Franklin Centre, LLC
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whose.address is P.O. Box 6770, Ketchum. lD 83340 ,
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the following described premi.., to.wit:
10. W V. of tile E V. ofthl: NE 'I. of Section 14, Townlhip 3 North, Rang. I Wc:Jt, Boise Meridian, I I
AdI County, Idaho.
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F;X~EPT any JIIlrtion of the W V. of the E V. gfthe NE V. lying Southerly of tile Northerly line of the
plli-ca;e-onveyed to the United Stales of Amerih on September 13, 1917 as Instrul1lCnt No. 70680 in
Book 126 of Dt!t:ds at page 58.
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MD EXCEPT any portion lying within tilt right of way ofF~lin Road.
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together withJheir lI)Ilpurtelllnces.
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Dated: ~ovember 23, 2004
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STATE OF Idaho. County of Ada, ss.
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On this 24th dily of November, in the ~ar of 2004, before me the unders1gned, nolllry public personally
'Appeared Larry D. Van Hees I!fI Olrolyn VAn Hees known or identified to me to be the person/persons whose
name isl".~,::K::.'~~ilimi~~_'~"bIDw~?S:Q:~:o
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;:: - . '&:: I' Conunission expirell Febnlary 26. 2008
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO)
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COUNTY OF ADA )
(city)
being first duly sworn upon, oath, depose and say:
~. 1. That I am the record owner of the property described on the.attached, and I grant my
permission to:
(name)
to submit the accompanying application(s) pertaining to that property.
~ I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
~ I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this
SUBSCRIBED AND SWORN to before me the day'
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ARTICLESOFORGAmZAnON
. LIMITED LIABILITY COMPANY
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(Instructions on back of application)
1. The name of the limited liability company is:
FRANKLIN CENTRE, LLC.
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2. The street address ofthe initial registered office is:
251 NORTHWOOD WAY, KETCHUM, IDAHO 83340
and the name of the in itial registered agent at the above address is:
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DAVID F. VV1LSON
3. The mailing address for future correspondence is:
PO BOX 6770~ KETCHUM. IDAHO 83340
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4. Management ofthe limited liability company will be vested in:
~g~Her(s) 0 or Member(s)~D (p-.ecneck~l'I'oprialebOx)
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5. If management is to be vested in one or more manager(s), list the name(s) and
addressees) of at least one initial manager. If management is to be vested in the
member(s) , list the name(s) and addressees) of at least~ne initial member.
Name
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LARRY VAN HEES
DAVID WILSON
1735 W. FRANKLIN. #135 MERIDIAN 83642
PO BOX 6770, KETCHUM, JD. 83340
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6. Slanalure of aSI~e pe~on responsible for forming the ~imited liability ~mpariY: I [
Signatu : r ~11lY of Slide use onlv
., Typed Na. . LA Y V~N HEES J
Capacity: NAGER !!' M
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1 '" 1_ SfiraTIIlY If' STATE
Signature ~ 11/15/2884 85 _liB
Typed Na'Jme'. or~' CIt: 56.. eT: 17251& BIt: 7761t79
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ENGINEERING, INC.
4090 "II. S ATE STREET, STE. 29 - BOISE, IDAHO - 83703 PHONEI 426-8314 FAX. 426-8319
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Harks Cdnyon Creek Subdivision
II
Page 1 of 2
Cara Duskey
From: Lori Den Hartog [Idenhartog@achd.ada.id.us]
Sent: Friday, March 02, 2007 4:08 PM
To: Cara Duskey
Subject: RE: Harks Canyon Creek Subdivision
Cara,
The private roadslservice drives that you are showing on the attached plat are consistent with the preliminary plat
we reviewed and approved. The private roads are identified in conditions 10 through 12 of the original staff
report. The staff report and associated conditions serve as the Highway District's approval for the plan, as well as
our signature on the final plat.
Please let me know if you need anything else.
Lori Ven 3fartog
Planning Review Supervisor
Right-of-Way and Development Services Department
Ada County Highway District
Phone: 387-6171
Fax: 387-6393
From: Cara Duskey [mailto:carad@munger-eng.com]
Sent: Wednesday, February 21,2007 10:14 Afr1
To: Lori Den Hartog
Subject: Harks Canyon Creek Subdivision
Hi Lori,
I have attached a drawing of the Harks Plat showing the Private Street, Lot 5, Block 3; S. Ward Lane and
S. Cancreek Lane. Let me know if you need anything else.
Thanks so much
Cara
...
<<ACAD2000-HarksPLA T.pdf>>
C1ra Duskc!'
Office j'vj,magei/Project Coordimitoe
lvtungcr /;ngli](~Cl1ng, lnc.
4090 W St;l[C St. Sec. 29
Boist~ Id/ho 83703
208.426.8314 Ph.
3/2/2007
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~ Right-of-Way & Development Services
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This application does not require Commission action and is approved at the staff level on Tuesday
November 29, 2005. Te~h Review for this item was held with the applicant on Monday November 21,2005.
Please refer to the attachment for request for reconsideration guidelines. Staff contact: Andrea N. Tuning,
208-387-6177-phone, 208-387-6393-fax, atuninq@.achd.ada.id.us
File Numbers: Harks Canyon Creek Subdivision / MPP-OS-OS8 / MCUP-OS-OS1/ MAZ-OS-OS6
Site address: 1845 West Franklin Road
Owner/Applicant: Franklin Centre, LLC
1767 West Franklin Road
Meridian Idaho 83642
Representative:
JBS Enterprises, LLC
200 Louisa Street
Boise Idaho 83712
Application Information:
The applicant has submitted an application to the City of Meridian requesting rezone, conditional use and
preliminary plat approval to construct a 36-lot mixed use subdivision on 10.15-acres. The site is currently
zoned RUT and is proposed to be rezoned to TN-R and C-C. The site is located on the south side of
Franklin Road west of Under Road.
Acreage: 10.15-acres
Current Zoning: RUT
Proposed Zoning: TN-R and C-C
Buildable Lots: 29-Resiential Lots
7 -Commercial Lots
Common Lots: 7 -Lots
Vicinity Map
~
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A. Findings of Fact
1. Trip Generation: This development is estimated to generate 1,861 additional vehicle trips per day
(10 existing) based on the Institute of Transportation Engineers Trip Generation Manual.
2. Impact Fees: There will be an impact fee that is assessed and due prior to issuance of a building
permit. The assessed impact fee will be based on the impact fee ordinance that is in effect at that
time. ;::
3. Traffic Impact Study: A traffic impact study was not required with this application.
4. Site Information: The site currently has one existing single-family residence.
5. Description of Adjacent Surrounding Area:
a. North: 1.004, 1.112 and 28.8-acres zoned IL
b. South: Whitestone Estates Subdivision (single-family residential)
c. East: 1.38-acres zoned CC and 4.58-acres zoned R1
d. West: 1.17 and 2.090 acres zoned R1 and 76.323-acres zoned RUT
6. Impacted Roadways
Franklin Road:
Frontage: 664-Feet
Functional Street Classification: Minor Arterial
Traffic count: East of Black Cat Road was 7,300 on 4-18-04
Level of Service: LOS C
Speed limit: 35 MPH (going eastbound)
50 MPH (going westbound)
An acceptable Level of Service for this segment of roadway is a Level of Service (LOS) 0 based on
COMPASS Planning Thresholds
7. Roadway Improvements Adjacent To and Near the Site
Franklin Road has 24-feet of pavement with no curb, gutter or sidewalk abutting the site.
8. Existing Right-of-Way
Franklin Road has a total of 73-feet of right-of-way (25-feet from the centerline).
9. Existing Access to the Site
The existing single-family residential dwelling has a 12-foot wide driveway located approximately
200-feet west of the east property line.
10. Site History
The District has not previously reviewed a development application on this site.
11. Capital Improvements Plan/Five Year Work Program
Franklin Road (from Under Road to Ten Mile Road) is included in the District's Five Year Work
Program to be reconstructed in the year 2010. Franklin Road will be reconstructed as a constrained
5-lane roadway without bike lanes and an attached 7-foot concrete sidewalk within 82-feet of right-of-
way.
I
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B. Findings for Consideration
1. Right-of-Way and Sidewalk on Franklin Road
District policy requires 96-feet of right-of-way on arterial roadways (Figure 72-F1 B). This right-of-way
allows for the construction of a 5-lane roadway with curb, gutter, 5-foot concrete detached sidewalks
and bike lanes.
District policy requires 7-foot wide attached (or 5-foot detached) concrete sidewalk on all collector
roadways and arterial roadways.
· Typically, the District requires developments abutting an arterial roadway to dedicate 48-feet
of right-of-way from the centerline of the arterial roadway. Franklin Road (between Under and
Ten Mile) is unique in the fact that the roadway will be shifting to the south to avoid the
existing homes and large power lines that exist on the north side of the roadway. In order to
shift the roadway to the south to avoid the homes and power lines, the District will require
additional right-of-way from the south. The applicant has two options available:
1. Dedicate 45-feet of right-of-way at the east property line that tapers to the west to 57-
feet in the first 425-feet. From 425-feet west of the east property line to the west
property line, the applicant should dedicate 57-fe~t of right-of-way from the centerline
of Franklin Road. By acquiring the 45 to 57-feet of right-of-way on the south side of
Franklin Road, the District can construct a constrained 5-lane roadway that will have
vertical curb, gutter and an attached 7-foot concrete sidewalk on both sides of the
roadway. If the applicant chooses this option, the applicant will be required to provide
the District with a road trust deposit in the amount of $13,280.00 for the construction of
a 7 -foot wide attached concrete sidewalk.
2. Dedicate 45-feet of right-of-way at the east property line that tapers to the west to 48-
feet in the first 425-feet. From 425-feet west of the east property line to the west
property line, the applicant should dedicate 48-feet of right-of-way from the centerline
of Franklin Road. By acquiring the 45 to 48-feet of right-of-way from the centerline of
Franklin Road, the District can construct a constrained 5-lane roadway that will have
vertical curb and gutter. There would not be sufficient right-of-way on the south side of
Franklin Road to construct a sidewalk. Due to the fact that the sidewalk could not be
constructed in the right-of-way, the applicant would be required to construct a 5-foot
detached concrete sidewalk within an easement to the District. The face of the
sidewalk should be located a minimum of 56-feet from the centerline of Franklin Road.
2. Roadway Offsets
District policy 7204.11.6, requires local roadways to align or offset a minimum of 300-feet from an
arterial roadway (measured centerline to centerline).
. The applicant is proposing to construct Public Road #1 to intersect Franklin Road
approximately 64-feet west of the east property line. This roadway does not directly align with
the driveway on the north side of Franklin Road. The applicant should shift Public Road #1 7-
feet to the east to directly align with the driveway on the north side of Franklin Road.
. The applicant is proposing to construct North Ward Place to intersect Franklin Road
approximately 104-feet east of the west property line. This roadway is proposed to directly
align with the driveway on the north side of Franklin Road and meets District policy.
District policy 7204.11.6, requires local roadways to align or offset a minimum of 125-feet from
another local roadway (measured centerline to centerline).
. The internal roadways meet or exceed the minimum offsets required by District policy.
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Street Sections
District policy 7202.8 and 72-F1A, requires roadways abutting commercial developments to be
constructed as a 40-foot street section with curb, gutter and 5-foot concrete sidewalk within 54-feet of
right-of-way.
District policy 7204.4.2 states, "developments with any buildable lot that is less that 1-acre in size will
typically provide streets having a minimum pavement width of 32-feet with curb, gutter and sidewalks.
The total street width shall be 36-feet from back-of-curb to back-of-curb. Variations of this width may
be allowed, depending on traffic volumes forecast to be generated by the development. Concrete
sidewalks shall be a minimum of 5-feet in width unless they are separated from the curb 5-feet or
more in which case the sidewalk shall be a minimum of 4-feet in width.
. The applicant is proposing to construct the internal roadways as 36-foot street sections with
vertical curb, gutter and sidewalk within 50-feet of right-of-way abutting the commercial lots
and 29-foot street sections with vertical curb, gutter and sidewalk abutting the residential lots.
District policy requires standards roadways abutting commercial lots to be constructed as.40-
foot street sections within 54-feet of right-of-way and standard roadways abutting residential
lots to be constructed as 36-foot street sections within 50-feet of right-of-way. In an effort to
work with the applicant on the internal streets, the applicant should construct all of the
roadways within the subdivision as 36-foot street sections with vertical curb, gutter and 5-foot
attached (or detached) concrete sidewalks within 50-feet of right-of-way.
The applicant was originally proposing to construct striped on-street parking on Public Road
#2. If the applicant would like to continue to construct striped on-street parking on Public
Road #2, the applicant should construct bulb outs at the intersections that provide a minimum
of 24-feet (measured back of curb to back of curb) at the throat of the intersection and
construct the bulb outs to provide an inside radius of 18-feet (minimum).
~ Stub Streets
District policy 7203.5.1 states that the street design in a proposed development shall cause no undue
hardship to adjoining property. An adequate and convenient access to adjoining property for use in
future development may be required. If a street ends at the development boundary, it shall meet the
requirements of sub section 7205, "non-continuous streets."
District policy 7205.5 states that stub streets will be required to provide intra-neighborhood circulation
or to provide access to adjoining properties. Stub streets will conform with the requirements
described in Section 7204.5, 7204.6 and 7204.7, 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, a stub
street must meet the following conditions:
1. A stub street shall be designed to slope towards the street intersection and drain surface
water toward that intersection, unless a satisfactory storm drain system is installed.
2. The District may require appropriate covenants guaranteeing that the stub street will
remain free of obstructions.
· The applicant is proposing to construct a stub street to the west property line approximately
255-feet south of the north property line. This stub street would serve the 2.090-acre parcel
that is located directly to the west of this parcel. The 2.090-acre parcel is the same property
owner that has the 76.232-acre site to the west as well. Staff is supportive of the applicant's
proposal.
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001
Driveways
Driveways on the Internal Local Streets
District policy 72-F4 (1) and 72-F4 (2), requires driveways located on local residential roadways to
offset a controlled and/or uncontrolled intersection a minimum of 50-feet (measured near edge to
near edge).
· The applicant is proposing to construct a 28-foot wide driveway that intersects Public Road #1
on the west side of the roadway approximately 120-feet south of Franklin Road. This
driveway width and location meets District policy and should be approved with this application.
· The applicant is proposing to construct a 12-foot wide driveway that intersects Public Road #1
on the east side of the roadway approximately 75-feet south of Franklin Road. Although this
driveway meets District policy in regard to location, the driveway raises concerns with District
staff as to the curvature of the roadway and the angle that the driveway intersects Public Road
#1. The applicant should ensure that a tangent length of 50-feet (minimum) is met on Public
Road #1 before a driveway is constructed.
· The applicant is proposing to construct a 28-foot wide driveway that intersects North Ward
Avenue on the east side of the roadway approximately 104-feet south of Franklin Road. This
driveway width and location meets District policy and should be approved with this application.
· The applicant is proposing to construct a 28-foot wide driveway that intersects North Ward
Avenue on the west side of the roadway approximately 98-feet south of Franklin Road. This
driveway width and location meets District policy and should be approved with this application.
Driveways on Franklin Road
· The applicant is not proposing to construct any driveways that intersect Franklin Road. Other
than the two public roadways that have specifically been approved with this application, direct
lot access to Franklin Road is prohibited. A note stating the access restrictions should be
placed on the final plat.
Ifh Private Road (Service Drive) and Private Alleys
District policy 7205.6, other jurisdictions in Ada County establish the requirements for private streets
and service drives. The District retains authority and will review the proposed intersection of a private
and public street for compliance with District intersection policies and standards.
If the City of Meridian approves the private road/service drive, the applicant shall be required to pave
the private roadway/service drive a minimum of 20 to 24-feet wide and at least 30-feet into the site
beyond the edge of pavement of Public Road #2 and install pavement tapers with 15-foot curb radii
abutting the existing roadway edge. The applicant should provide a plan showing how the private
road/service drive grade meets the public road. District Policy requires a design approach speed of
20 MPH and a maximum intersection approach grade of 2% for at least 40-feet.
Street name and stop signs are required for all private roads. The signs may be ordered through the
District. Verification of the correct, approved name of the road is required.
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· The applicant is proposing to construct a service drive that intersects Public Road #2 at the
eastern end of Public Road #2 and extends to the south to serve Lot 19. This private
road/service drive location meets District policy and should be approved with this application.
Although this private road/service drive location meets District policy, the private road/service
drive may not function as the City of Meridian would like it to due to the fact that it propo~~d to
construct a private road/service drive as opposed to a public road to the 3.14-acre parcel to
the south. After examining the "concept site plan" that depicts the private roadway/service
drive continuing in a "private loop," it is the District's opinion that the two private
roadways/service drives that extend to the south to serve the 3.14-acre site to the south
should both be constructed as private roads/service drives OR both should be constructed as
public roads. The District does not have a preference to whether the private roadways/service
drives are private or public and will allow the City of Meridian to make the final determination.
· The applicant is proposing to construct a private road/service drive that intersects Public Road
#2 at the eastern end of Public Road #2 and extends to the south to serve Lot 19. This
private road/service drive location meets District policy and should be approved with this
application. Although this private road/service drive location meets District policy, the private
road/service drive may not function as the City of Meridian would like it to due to the fact that it
proposed to construct a private road/service as opposed to a public road to the 3. 14-acre
parcel to the south. After examining the "concept site plan" that depicts the private
roadway/service drive continuing in a "private loop," it is the District's opinion that the two
private roadways/service drives that extend to the south to serve the 3. 14-acre site to the
south should both be constructed as private roads/service drives OR both should be
constructed as public roads. The District does not have a preference to whether the private
roadways/service drive are private or public and will allow the City of Meridian to make the
final determination.
· The applicant is proposing to construct a 20-foot wide "service road" that extends from the
west property line to Public Road #1. This service road will function as a private alley. The
service road location width and location meets District policy and should be approved with this
application.
c. Site Specific Conditions of Approval
1. Dedicate 45-feet of right-of-way at the east property line that tapers to 57-feet in the first 425-feet
west of the east property line. From 425-feet west of the east property line to the west property line,
the applicant should dedicate 57-feet of right-of-way from the centerline of Franklin Road. abutting the
parcel by means of a warranty deed. The right-of-way purchase and sale agreement and deed must
be completed and signed by the applicant prior to scheduling the final plat for signature by the ACHD
Commission or prior to issuance of a building permit (or other required permits), whichever occurs
first. Allow up to 30 business days to process the right-of-way dedication after receipt of all requested
material. The owner will be paid the fair market value of the right-of-way dedicated which is an-
addition to existing ACHD right-of-way if the owner submits a letter of application to the impact fee
administrator prior to breaking ground, in accordance with the ACHD Ordinance in effect at that time
(currently Ordinance #200), if funds are available.
AND
Provide the District with a road trust deposit in the amount of $13,280.00 for the construction of a 7-
foot wide attached concrete sidewalk.
OR
Dedicate 45-feet of right-of-way at the east property line that tapers to the west to 48-feet in the first
425-feet. From 425-feet west of the east property line to the west property line, the applicant should
dedicate 48-feet of right-of-way from the centerline of Franklin Road abutting the parcel by means of
a warranty deed. The right-of-way purchase and sale agreement and deed must be completed and
signed by the applicant prior to scheduling the final plat for signature by the ACHD Commission or
prior to issuance of a building permit (or other required permits), whichever occurs first. Allow up to
30 business days to process the right-of-way dedication after receipt of all requested material. The
6
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owner will be paid the fair market value of the right-of-way dedicated which is an addition to existing
ACHD right-of-way if the owner submits a letter of application to the impact fee administrator prior to
breaking ground, in accordance with the ACHD Ordinance in effect at that time (currently Ordinance
#200), if funds are available.
AND
Construct a 5-foot detached concrete sidewalk within an easement to the District. Locate the
sidewalk a minimum of 56-feet from the centerline of Franklin Road.
Construct Public Road #1 to intersect Franklin Road to directly align (centerlfne to centerline) with the
driveway on the north side of Franklin Road.
Construct North Ward Place to intersect Franklin Road approximately 104-feet east of the west
property line, as proposed.
Construct all of the internal roadways within the subdivision as 36-foot street sections with vertical
curb, gutter and 5-foot attached (or 4-foot detached) concrete sidewalks within 50-feet of right-of-way.
If the applicant is proposing to construct striped on-street parking on Public Road #2 construct bulb
outs at the intersections that provide a minimum of 24-feet (measured back of curb to back of curb) at
the throat of the intersection and construct the bulb outs to provide an inside radius of 18-feet
(minimum).
Construct a stub street to the west property line approximately 255-feet south of the north property
line to serve the 2.090-acre parcel and the 76.232-acre site to the west, as proposed. Install a sign at
the terminus of the roadway stating, "this road will be extended in the future."
Construct a 28-foot wide driveway that intersects Public Road #1 on the west side of the roadway
approximately 120-feet south of Franklin Road, as proposed.
Construct a 12 to 3D-foot wide driveway that intersects Public Road #1 on the east side of the
roadway approximately 75-feet south of Franklin Road. Ensure that a tangent length of 50-feet
(minimum) is met on Public Road #1 before a driveway is constructed.
Construct a 28-foot wide driveway that intersects North Ward Avenue on the east side of the roadway
approximately 104-feet south of Franklin Road, as proposed.
Construct a 28-foot wide driveway that intersects North Ward Avenue on the west side of the roadway
approximately 98-feet south of Franklin Road, as proposed.
13.
." .:~
Frcinklin Road is classified as a minor arterial. Other th~ln the two public roadways that have
specifically been approved with this application, direct lot access to Franklin Road is prohibited. A
note stating the access restrictions will be required on the final plat.
14.
Comply with all Standard Conditions of Approval.
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D.
1.
2.
3.
4.
Standard Conditions of Approval
Any existing irrigation facilities shall be relocated outside of the right-of-way.
Private sewer or water systems are prohibited from being located within any ACHD roadway or right-
of-way.
All utility relocation costs associated with improving street frontages a~utting the site shall be borne
by the developer.
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. Comply with the District's Tree Planter Width Interim Policy.
6. 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.
-7. All design and construction shall be in accordance with the Ada County Highway District Policy
Manual, ISPWC Standards and approved supplements, Construction Services procedures and all
applicable ACHD Ordinances unless specifically waived herein. An engineer registered in the State
of Idaho shall prepare and certify all improvement plans.
8. The applicant shall submit revised plans for staff approval, prior to issuance of building permit (or
other required permits), which incorporates any required design changes.
9. Construction, use and property development shall be in conformance with all applicable requirements
of the Ada County Highway District prior to District approval for occupancy.
10. Payment of applicable road impact fees are required prior to building construction in accordance with
Ordinance #200, also known as Ada County Highway District Impact Fee Ordinance.
11. 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 DIGLlNE (1-800-342-1585) 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.
12. 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 the Ada County Highway District. The burden shall be upon the applicant to obtain written
confirmation of any change from the Ada County Highway District.
13. Any change by the applicant in the planned use of the property which is the subject of this
application, shall require the applicant to comply with all rules, regulations, ordinances, plans, or other
regulatory and legal restrictions in force at the time the applicant or its successors in interest advises
the Highway District of its intent to change the planned use of the subject property unless a
waiver/variance of said requirements or other legal relief is granted pursuant to the law in effect at the
time the change in use is sought.
E. Conclusions of Law
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1. The proposed site plan is a~proved, 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.
Attachments
1. Vicinity Map
2. Site Plan
3. Appeal Guidelines
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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 ROWDS Manager when it is alleged that the ROWDS 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
of Highway Systems, 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. Tim~ to Reply: The ROWDS 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 ROWDS 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.
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Development Process Checklist
II
t8JSubmit a development application to a City or to the County
t8JThe City or the County will transmit the development application to ACHD
t8JThe ACHD Planning Review Division will receive the development application to review
t8JThe Planning R.,iew Division will do one of the following:
DSend a "No Review" letter to the applicant stating that there are no site specific requirements at this time.
'"
DSend a "Comply With" letter to the applicant stating that if the development is within a platted subdivision or part of
a previous development application and that the site specific requirements from the previous development also apply
to this development application. ·
t8JWrite a Staff level report analyzing the impacts of the development on the transportation system and evaluating the
proposal for its conformance to District Policy.
DWrite a Commission level report analyzing the impacts of the development on the transportation system and
evaluatil1g the proposal for its conformance to District Policy.
t8JThe Planning Review Division will hold a Technical Rfii\fiew meeting for all Staff and Commission level reports.
DFor All development applications, including those receiving a "No Review" or "Comply With" letter:
. The applicant should submit two (2) sets of engineered plans directly to ACHD for review by the Development Review
Division 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 calculation.)
. 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.
DPay Impact Fees prior to issuance of building permit. Impact fees cannot be paid prior to plan review approval.
DID YOU REMEMBER:
Construction (Zone)
D Driveway or Property Approach(s)
. Submit a "Driveway Approach Requesf' form to Ada County Highway District (ACHD) Construction (for approval by
Development Services & Traffic Services). There is a one week turnaround for this approval.
D Working in the ACHD Right-ot-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)
D Sediment & ErOl8ion Submittal
. At least one week prior to setting up a Pre-Con an Erosion & Sediment Control Narrative & Plat, done by a Certified Plan
Designer, must be turned into ACHD Construction - Subdivision to be reviewed and approved by the ACHD Drainage
Division.
D Idaho Power Company
. Vic Steelman at Idaho Power must have his IPca approved set of subdivision utility plans prior to Pre-Con being scheduled.
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D Final Approval trom DevelopmGl1t Services
. ACHD Construction - Subdivision must have received approval from Development Services prior to scheduling a Pre-Con.
12
Apr 19 07 09:12~
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Fire Department Approval
City of:
o Boise
~ Meridith
DEagle
Subdivision: 1,k1ark5 Canyon Sub
Commercial Project:
Engi IlccdDcvclopcr:
DKuna
o Star
D N.W. Ada
Datc:4/18/07
-
LU":JI rire Dcp:.lrlnll:nl Ol1icials I'IlY.1SC check appropriate, items ror y(.ur :.Ippl'Oval
1'.0. Initials
Cbeck Approved Items
1
[8J Reduced Street Section
o PermulFllt IlImaround
o Temporary Turnaround
o Emergency TUl1laround
o Em~rgcney Access
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HARKS CANYON CREEK SUB ~"
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14 3N 1W
MUNGER ENGINEERr.NG INC
Tt. street name comments listed
STREET NAIVIE COMMITTEE
in accordance
names are to
restraint.
ti.-.a
EXISTING STREET SHALL APPEAR ON THE PLAT:
'W. FRANKLIN RD~ . S. LINDER RD*.J
THE FOLLCMI'ING PROPOSED NAME:S APPROVED:
. S. CANCREEK Lilli ' , . S. CANCREEK . , . W. HARKS ST I
S. WARD LN ... . S. WARD
THE
PROPOSED
ARE DEMEO:
'"
RJlECfIONS AND CHANGES RECOMMENDED. PLEASE MAKE THESE CHANGES ON
PIlAT AND RESUBMIT TO THE C()k,fMIITEE. A FINAL REVIEW WITH NO CHANGES
AND THE MA TCJ.llNG PLAT MUST BE mESENTED TO TIlE IIDA COUNTY ENGINEER AT TIllIE I.iiii
AD"- COUNTY ENGINEER
MERIDIAN
FIRE DEPARTMENT
ADA COUNTY HIGHWAY DIS.
Jim Fal11lns
ADA
SHERIFF
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31 07
DRAINAGE CALCULATIONS
:1
FOR
HARKS CANYON CREEK SUB.
MERIDIAN, IDAHO
NOVEMBER 2006
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:&rUNGER
ENGINEERING, INC.
4090 ~ST STATE STREET, SUITE 29- BGlSE, IDAHO - 83703 PHONE: 426-8314 FAX: 426-8319
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DRAINAGE CALCULATION SUMMARY
...
Project: Har!,<s Canyon Creek Subdivision
Project #: 06-029-00
Date: 12/7/2006
The stormwater runoff on the Harks Canyon Creek Subdivision site will be collected
and treated via sandI grease traps. The stormwater will then be treated by sand
filtration prior to disc'iiarging into the receiving soils. The site is divided into 6 separate
drainage areas. Areas 1-3 are ACHD rgadways and areas 4-6 are private drive and
future parking areas. System 6 drains to a temporary roadside basin located within the
second phase of this development. ;!
The runoff was calculated using a 1 OOyr design storm, for the systems using seepage
trenches and a 50 yr storm for the area using discharge to the drain.
The "c" values used in calculating the runoff based upon the small amount of
landscape surface in the development. The lot runoff to the roadways is assumed to
III ~ "
be small since the driveways will come off of the service drives at the rear of the lots.
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SYSTEM AREA "C"VALUE
1 12,642 0.9
2 42,171 0.9
3 12,866 0.90
4 14,825 0.90
5 50,675 0.90
6 31,600 0.90
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DrnCalcs-Harks phase 1.xls
Summary
I
Harks Canyon Creek Subdivision
Drainage Area # 1
Area (acres): 0.29
C value: 0.90
From TR-55 : Overland Grass Flow
0.007[(n)(L)]u.tl
T1 =
(pZ)O.5(S)0I.41
= 0.05 hours
= 2.80 minutes
T 1 = 3.0 minutes
T1 = -- hr
n = 0.24
L= 5ft
Pz= 1.2 in.
s = 0.01 tuft
Travel Time
Manning's Coet.
Length of Flow
2 yr-24 hr Rainfall
Average Slope
From TR-55: Gutter Flow .
V= 20.3282 (s)u.:. Tz = -- sec Travel Time
~ 1.29 ft/sec V= ft/sec Average Velocity
= --
.... 0.004 ft/ft Average Slope
s=
~I
Tz= L1V L= 223 ft Length of Flow
:::ii = 173.5 seconds
T2= 2.9 minutes
Total Tc = T1 +Tz
Time of Concentration= 5.9 minutes
1100 = 4.00 in/hr 125 = 2.90 in/hr
Q1Ol)= (C) (I 1Oo)(A) QZ5 = (C)(11oo)(A)
0100 = 1.04 fe/see 025 = 0.76 fe/see
Initial Trench Volume = (0.5)(Q1Oe)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
= (0.5)(60min)(C)(lp)(A)(60s/min) if Tc < 22.5 minutes
:5
= 940 ft Ip = 2 in/hr Intensity value
+ 15% 141 ft3
Req'd Storage Vol. = 1081 fe
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Throat Area At = (Baf)(Wi)(1ft /144in )
= 4.00 ftz
Velocity through S/G Trap= QZ5/At
= 0.19 ft/sec
Size of S/G Trap= 1000 gallon
'.
Baf=
Wi=
12 in.
48 in.
Baffle Separation
Inside Width
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Drainage System # 1
Req'd Storage Volume =
1081 ft3
Trench Dimensions =
7 Depth (ft)
7 Width (ft)
D=
W=
Vr=
Pr=
7ft
7ft
40 %
8 in.fhr
Storage/ft = (Vr)(D-1)(W)
= 16.8 ft2
Sidewall Perc/ft = (0-1)(2/3)(2 sides)(Pr)(1ft112")
= 5.33 ft2
Endwall Pere = (Sidewall Perc)(W)(2 ends)
= 74.67 ft3
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)] + (Endwall Perc)
Trench Length Req'd. =
oC
45 I.f.
~, Trench Used =
501.f.
Depth
Width
Drain Rock Void Ratio
Percolation Rate
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Harks Canyon Creek Subdivision
Drainage Area # 2
Area (acres): 0.97
C value: 0.90
'. From TR-55 : Overland Grass Flow "
0.007[(n)(L)ttl T,= -- hr Travel Time
T, = (P2)0.5(S)0.4 '~ Manning's Coef.
n= 0.24
= 0.06 hours L= 8ft Length of Flow
= 3.47 minutes P2= 1.2 in. 2 yr-24 hr Rainfall
T1 = 3.0 minutes s= 0.015 ft/ft Average Slope
From TR-55: Gutter Flow
. v= 20.3282 (s)u.:> T2 = -- sec Travel Time
= 1.29 ft/sec v= -- ft/sec Average Velocity
s= 0.004 ft/ft Average Slope
T2= L1V L= 400 ft Length of Flow
= 311.1 seconds
T2= 5.2 minutes -
Total Tc = T, +T2
Time of Concentration= 8.2 minutes
1100 = 3.50 in/hr 125 = 2.50 in/hr
~ Q100 = (C)(I,oo)(A) Q25 = (C)(llOo)(A)
0100 = 3.05 fe/see 025 = 2.18 fe/see "
Initial Trench Volume = (0.5)(QlOo)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
= (0.5)(60min)(C)(lp)(A)(60s/min) if Tc < 22.5 minutes
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= 3137 ft Ip = 2 in/hr Intensity value
+15% 471 ft3 ·
Req'd Storage Vol. = 3607 fe
l l
Throat Area At = (Baf)(Wi)(1ft /144in )
= 4.00 ft2
Velocity through S/G Trap= Q2s1At
= 0.54 ft/sec
Size of S/G Trap= 1000 gallon
Baf=
Wi=
12 in.
48 in.
Baffle Separation
Inside Width
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A
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Drainage System # 2
Req'd Storage Volume =
3607 fe
Trench Dimensions =
8 Depth (ft)
7 Width (ft)
=-=
Storage/ft = (Vr)(D-1 )(W)
= 19.6 ft2
Sidewall Perclft = (D-1)(2/3)(2 sides)(Pr)(1ft/12")
= 6.22 ft2
Endwall Pere = (Sidewall Perc)(W)(2 ends)
= 87.11 fe
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)] + (Endwall perc) ·
D=
W=
Vr=
Pr=
8ft
7ft
40 %
8 in.lhr
Depth
Width
Drain Rock Void Ratio
Percolation Rate
~
T[.ench Length Req'd. =
136 \.t.
...
'1
Trench Used =
140 \.t.
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Harks Canyon Creek Subdivision
Drainage Area # 3
Area (acres): 0.30
C value: 0.90
From TR-55 : Overland Grass Flow
0.007[(n)(L)tll
T1 =
(P2)O.\S)o.
= 0.04 hours
= 2.38 minutes
T 1 = 2.0 minutes
.:-
From JR-55: Gutter Flow
V=
20.3282 (st~
1.29 ft/sec"
=
T2=
L1V
159.5 seconds
2.7 minutes
=
T2=
Total Tc =
Time of Concentration=
1100 =
Ql00 =
Q100 =
T1 + T2
4.7 minutes
4.40 in/hr
(C)(110fJ)(A)
1.17 fe/see
l~
T1= -- hr Travel Time
n= 0.24 ~anning's Coef.
. L= 5ft Length of Flow
P2= 1.2 in. 2 yr-24 hr Rainfall
s= 0.015 ft/ft Average Slope
T2= -- sec
V = -- ft/sec
s = 0.004 ft/ft
L = 205 ft
125 =
Q2S=
Q25=
3.20 in/hr
(C)(11Q11)(A)
0.85 fe/sec
Travel Time
Average Velocity
Average Slope
Length of Flow
Initial Trench Volume = (0.5)(Q11iKJ)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
= (0.5)(60min)(C)(lp)(A)(60s/min) if Tc < 22.5 minutes
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= 957 ft Ip = 2 inlhr Intensity value
+ 15% 144 ft3
Req'd Storage Vol. = 1101 fe
:l :l
Throat Area At = (Baf)(Wi)(1ft /144in )
= 4.00 ft2
Velocity through S/G Trap= Q2s/At
= 0.21 ft/sec
Size of S/G Trap= 1000 gallon
~
Baf=
Wi=
12 in.
48 in.
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Baffle Separation
Inside Width
Drainage System # 3
Req'd Storage Volume =
1101 fe
Trench Dimensions =
7 Depth (ft)
7 Width (ft)
Storage/ft = (Vr)(D-1 )(W)
= 16.8 ft2
Sidewall Perc/ft = (D-1)(2/3)(2 sides)(Pr)(1ft112")
= 5.33 ft2
Endwall Perc = (Sidewall Perc)(W)(2 ends)
= 74.67 ft3
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)] + (Endwall Perc)
D=
w=
Vr=
Pr=
7ft
7ft
40 %
8 in.lhr
Trench Length Req'd. =
461.f.
Trench Used =
50 I.f.
Depth l<
Width
Drain Rock Void Ratio
Percolation Rate
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Harks Canyon Creek Subdivision
Drainage Area # 4
Area (acres): 0.34
C value: 0.90
Initial Trench Volume = 1 in x (Area (ac) x 43560cu.ft.lac) x 1ft.l12in. x "e"
Volume = 1112 cu. ft.
Req'd Storage Vol. = 1112 fe
Trench Dimensions = 7 Depth (ft)
8 Width (ft)
45 Le'llgth (ft)
Storage/ft = (Vr)(D)(W) D= 7ft Depth
= 22.4 tr W= 8ft Width
Bottom Perclft = (W)(Pr)(1ft112") Vr= 40 % Drain Rock Void Ratio
= 5.33 ft2 Pr= 8 in.lhr Percolation Rate
.
Trench Volume = (Length)(Storage/ft + Bottom perclft)
Trench Volume = 1248 ft3
-
.
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ic:
Harks Canyon Creek Subdivision
Drainage Area # 5
Area (acres): 1.16
C value: 0.90
Initial Trench Volume = 1 in x (Area (ac) x 43560cu.ft.lac) x 1ft.l12in. x "e"
Volume = 3801 cu. ft:
Req'd Storage Vol. = 3801 fe
Trench Dimensions = 8 Depth (ft) ..
I 10 Width (ft)
100 Length (ft) ...
Storage/ft = (Vr) (D)(W) D= 8ft Depth
= 32 ft2 W= 10 ft Width
Bottom Perdft = (W)(Pr)(1ft112") Vr= 40 % Drain Rock Void Ratio
= 6.67 ft2 Pr= 8 in.lhr Percolation Rate
Trench Volume = (Length)(Storage/ft + Bottom perdft)
Trench Volume = 3867 ft3 \\
"
".
.
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Harks Canyon Creek Subdivision
Drainage Area # 6 I
Area (acres): 0.73
C value: 0.90
Initial Trench Volume = 1 in x (Area (ac) x 43560cu.ft.lac) x 1ft.l12in. x "G"
Volume = 2370 cu. ft.
Req'd Storage Vol. = 2370 fe
.
Required Pond Volume = 2370 fe
Side Slope= 6 :1
Top Area = 11145 ft2
Bottom Area = 3640 ft2
.. (w/o freeboard) = 0.50 ft2 Freeboard = 0.5 ft
Actual Depth
(w/freeboard)= 1.00 ft
Actual Sides Width = 6.00 ft
Pond Storage Volume = 3696 ft3
II:
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08/18/2004 08:40
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208-387-53'33
PAGE Ell/Bl
.
ACHD PLANNING
DESIGN S(CTION cALes
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PIT RUN BASE COUNSE (G.E. · 1.00) ~
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G.E'4 . Pit Run (Grlivel 'E4u1val~t) so G.E.1 /,t1--{G.E'2~+~~\'~). 0.991
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Wh~lt f'\It .. ,,2-Y'I.-- inches thick
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DESI6N TYPE TWO .
"sphal t Mtt ~ 2-Yz., inchltoll thick
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FREOVENCY...-<:ANALYSIS BY.'lt/frHOD ,
EXTREME VALUfS, AFTER GUNDfL
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?J M I NUT E S
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, I HARKS CANYON CREEK SUBDIVlSLON
DRAINAGE MAP
II
HI
,
"
February 14, 2007
Len Grady, City Engineer
City of Meridian Public Works
660 E. Watertower Ln., Suite 200
Meridian, Id 83642
RE: Harks Canyon Creek Subdivision
Dear Len:
" I am writing this letter to state that the street finished grade (at centerline) for the above-
mentioned subdivision is a minimum of 36" above the highest known groundwater
elevation.
If you have any questions please contact me at 426-8314
~\
Thank you,
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"
4090 WEST STATE STREET, SUITE 29 . BOISE, IDAHO 83703 . PHONE: (208) 426-8314 . FAX: (208) 426-8319
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