HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST
Project Names Harks Canyon Creek Subdivision Me No.
Contact Names. Cara Duskey Phone:
Date Received from Planning and Zoning Department:
Planning and Zoning Levels
0
0
Notes:
Transmittals to agencies and others:
Notice to newspaper with publish dates:
Certifieds to property owners:
FP 07-017
42&8314
May 22, 2007
Hearing Date: N/A
and
Planning and Zoning Commission Recommendation: ❑ Approve ❑ Deny
City Council Level:
❑ Transmittals to agencies and others:
❑ Notice to newspaper with publish dates:
❑ Certifieds to property owners:
❑ City Council Action.
❑ Findings / Conclusions / Order received from attorney on:
Findings /Conclusions /Order:
❑ Approved by Council:
❑ Copies Disbursed:
❑ Findings Recorded
Development Agreement:
Sent for signatures:
Signed by all parties:
Approved by Council:
Recorded:
Copies Disbursed:
Ordinance No.
❑ Approved by Council:
Resolution No.
❑ Recorded: Deadline: 10 days
i
❑ Published in newspaper:
❑ Copies Disbursed:
Notes:
Hearing Date: June 19, 2007
May 23, 2007
and
N/A
❑ Approve ❑ Deny
RIeOMtOM:
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Copy Res /Copy Cent City Ckvk
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Ada Couty )CPAs)
Apocat(n CPAs)
R,eord.d Ordhnwcee:
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Copies to: City Clark
State Ter Comm.
Stets Tnas K, Mdtor, Assasw
SlWng Cod fien
City P1l y
Gty Ergneer
Crty Flamer
Project fill
Amce Or eppl.)
De" Clerk
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Pm}ect file
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•• Record Vecetlon FMding,"
Recorded OeyeloPM#r Agrnrmnts:
Original. Fireproof Fila
Coplos to App§cert
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C ty atomey
Degty Clerk
CITY OFI'
C���rr�rcn
IDAHO
t.
/u \Tiae: suite Vw»,
MAYOR
Tammy de Weerd
CITY COUNCIL 1VIEMBERS
Keith Bird
Joseph W. Borton
Charles M. Rountree
Shaun Wardle
CITY DEPARTMENTS
City Attorney/HR
703 Main Street
898-5506 (City Attorney)
898-5503 (HR)
Fax 884-8723
Fire
540 E. Franklin Road
888-1234/fax 895-0390
Parks &Recreation
11 W. Bower Street
888-3579 / fax 898-5501
Planning
660 E. Watertower Lane
Suite 202
884-5533 / fax 888-6854
Police
1401 E. Watertower Lane
888-6678 / fax 846-7366
Public
Works
660 E. Watertower Lane
Suite 200
898-5500/fax 898-9551
- Building
660 E. Watertower Lane
Suite 150
887-2211 / fax 887-1297
- Wastewater
3401 N. Ten Mile Road
888-2191 /fax 884 0744
- Water
2235 N.W. 8th Street
888-5242/fax 884-1159
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To insure that your comments Cl" 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
Hearing Date: June 19, 2007
File No.: FP 07.017
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)
Michael Rohm (No FP)
Tom O'Brien (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Joe Borton, C/C
Keith Bird, C/C
David Zaremba C/C
Water Department
Sewer Department
Sanitary SefVICeS (No VAR, VAC, FP)
Building Department / Rich Greene
Fire Department
Police Department
City Attorney
City Engineer
City Planner
Parks Department
Economic Dev. (CUP only)
Your Concise Remarks:
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 / SW Meridian:
NW Pipeline
CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83C)42 (208) 888-4433
CITY CLERK - FAX 888-4218 FINANCE & UTILITY BILLWG - FAX 887-4813 MAYOR'S OFFICE - FAX 884-8119
Printed on retycled paper
Hearing Date: June 19, 2007 G
C
He 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 '/4 of T. 3N., R. 1 W., Section 14.
MAY 2 2 2007
City Of Meridian
City Clerk Office
cP
d i/too�c Q
�NjGfif—
Type o
r
❑ Ann n ❑ Coa&
n (�'
❑ Corr
❑ Con
❑ Con
B Final riat
❑ Final Plat Modification i ,,y I 2 2007
❑ Planned Unit Development
❑ Preliminary Plat City Of Meridian
❑ Rezone Sity Clerk Office,'
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment
❑ Vacation (Council)
❑ Variance /�
® Other Pe/ i,t'7 r!2 6 re e � (.(,W Po Ii [i/7
Planning Department
ON & COUNCIL REVIEW APPLICATION
STAFF USE ONL
File number(s): U U �'
rro�ecc name:11 w� F� �lML _+.+T .a
Date filed: "Z:IolDate complete: T
Assigned Planner: ,� V (•
Related files:?P-US'.0
2 -- 0�
a
Hearing date 0 0 ❑ Commisston�C1
cil
Applicant Information
Applicant name: /'� t7a( k/in OP17 'F L (�' /71 �.2n /,l�Q�?� Phone�ff- y8/d"
Applicant address: 1105 tZ, r�ranka,) ;5k165 ft r/ h i Zip: /) 4,31P142
Applicant's interest in property: ['Own ❑Rent ❑Optioned ❑Other
Owner name:
Owner addres
Agent nai
Firm nary
Address:
Primary contact is: ❑
Contact name:
E-mail: rn,
HLA
Information
Location/street address:
❑ Owner J�Agent ❑Other
8a(P T2
Phone:
Assessor's parcel number(s): � /�/ "�/,�Q�QQ �-,�
Township, range, section: >' (� Total acreage: W e�i
Current land use: 5r4D 71 P E' (/LQ Current zoning district: C_. �% 9/ /ViP
660
E. Watertower Lane,
Suite
202
• Meridian, Idaho 83642
Phone: (208) 884-5533
Facsimile:
(208)
888-6854
I
• Website: www.meridianeity.org
Project Description
Projecusubdivision name:
General description of,proposed project/request:
Proposed zoning
Acres of each zone proposed:
Type of use proposed (check all that apply):
® Residential I�Commercial Cd70ffice ❑Industrial ❑Other
Amenities provided with this development (if applicable):��
Who will own & maintain the pressurized irrigation system in this
Which irrigation district does this property lie within? Alga
Primary irrigation source:
Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water):
Residential Proiect Su
Number of residential units
Number of common Al other lots
Number of building lots:
Proposed number of dwelling units (for multi -family developments only):
1 Bedroom: 2 or more Bedrooms:
Minimum square footage of structure(s) (excl. garage): AW Proposed building height: .35
Minimum property size (s.f): ;ZDDV Average property size (s.£): �e �
Gross density (DU/acre-total land):
Percentage of open space provided: fJ �
/ �D
Percentage of useable open space: - / D
Net density (DU/acre-excluding roads &alleys):
Acreage of open space: �L- (M,!S-�_ & �f
(See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc):
Type of dwellings)) proposed: Li Single-family ka Townhomes ❑Duplexes ❑ Multi -family
Non-residential Project Summary (if applicable)
Number of building lots: �p Other lots:
Gross floor area proposed: Existing (if applicable):
Hours of operation (days and hours):_NLlBuilding height:
Percentage of site/project devoted to the following:
Landscaping:
Building:
Paving:
Total number of employees:lV�DWif Maximum number of employees at any one time: D'i' ll N2wN
Number and ages of students/children (if applicable): 0 W. M Seating capacity: (/-I— C�M/jL Q V/lVj
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name: GG
Applicant signature: � Date: V pt� ��, Z0 0'7
660 E. atertower Lane, Suite 202 • Meridian, Idaho 83642
Phone: (208) 884-55 3 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
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May 22 2007 11:17RM MUNGER ENGINEERING,INC. 42GB319
p.2
';OelMUNGER
ENGINEERING, INC.
February 2, 2007
Revised May 22, 2007
Ms. Anna Canning
Meridian Planning Director
560 E. Watertower Lane, Suite 202
Meridian, ID 83642
Subject: Harks Canyon Creek Subdivision- Final Plat
Dear Ms. Canning:
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. Franklin Road, just west of the Harks Corner commercial center at
Linder Road and Franklin Road (also owned by Franklin Centre, LLC).
The 6.29 acre site is currently located in 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.
Harks Canyon Creek is designed to provide a rnix of commercial and residential uses,
combined in a traditional, yet interconnected pattern. 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, landscaping and a
common architectural theme.
The property has been annexed into Meridian with two land use zones. A portion of the
site, 4.07 acres is zoned Community Commercial. The remainder of the site is zoned TN-
R or Traditional Neighborhood Residential.
The commercially zoned lots of Harks Canyon Creek Subdivision are shown on the final
plat as Lot 111 Block 1; Lots 1-3, Block 2; and Lots 21 and 22, Block 3. These lots will
meet the dimensional standards and uses of the Community Business District (C-C) zone.
All the lots will share access, parking and utility agreements as needed.
Twenty nine town homes are included for Harks Canyon Creek Subdivision. All
townhomes fiont on a public street and have vehicle access from a service road located
behind the homes
The common lots in this subdivision are; Lot 2, Block l; Lots 4, 9 and 12 Block 2, Lots
5, 10, 14 and 20 Block 3 are common lots to be owned and maintained by the
Development Association.
4090 WEST STATE STREET, SUITE 29 BOISE, IDAHO 83703 - PHONE: (208) 426-8314 •FAX: (208) 426-8319
May 22 2007 11:17RM MUNGER ENGINEERING,INC. 42G8319
p.3
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 setbacks below.
Minimum density
Maximum density
Minimum street frontage
Minimum front setback
Minimum rear setback
Minimum side setback
Minimum street side setback
Street landscape buffer
Local street
Arterial
Minimum building height
8 du/ac net
15 dufac net
0'
10' for alley or non -street access
20' for street access
5' for alley access
12' for street access
0' for attached units
4' for detached units
S' at alley
10' at local street
8' parkway with Class II trees OR in tree
wells in 8' sidewalk
25'
40'
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
develop the remainder of the property as a multi family complex which would be better
served by a service road. The private street maintenance, repair and funding will be
regulated as set forth in the CCR's for this project. The Ada County Highway District
and the Meridian City Fire Department approved the private street with the preliminary
plat for the Harks Canyon Creek Subdivision.
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 garage, the backup distance is 25',
Sewer is provided to the entire site via the extension of the 8" sewer line from the
southwest corner of the property. This sewer stub was constructed as part of the
development of the Whitestone Estates Subdivision to the south. The developer has
reached an agreement with the Whitestone HOA and Meridian Public Works to utilize
this sewer extension and the on -site pump station at Whitestone. The sewer line and
pump station have adequate capacity to handle this property.
May 22 2007 11:18RM MUNGER ENGINEERING,INC. 4268319
p.4
Potable water will be extended into the site from the 12" water line located in Franklin
Road. The 12" line should ensure good water pressure 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 Corner 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
amenity on the site.
The submitted plans were designed to comply with the Ada County Highway District, the
City of Meridian Unified Development Code and acceptable engineering and survey
practices as defined by local standards.
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,
Sincerely,
Cara uskey
cc: Larry Van Hees, Franklin Centre, LLC
David Wilson, Franklin Centre, LLC
Jane B. Suggs, JBS Enterprises LLC
M UNGER
ENGINEERING , INC.
January 2, 2007
City of Meridian
Meridian Planning Department
Associate City Planner
560 W. Watertower Lane Ste. 202
Meridian, Idaho 83642
RE: Harks Canyon Creels Subdivision, AZ-OS-056, CUP-OS-O51, PP-OS-058
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 installed prior to final plat signature (UDC 11-3B-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
within 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 STREET, SUITE 29 BOISE, IDAHO 83703 PHONE: (208) 426-8314 FAX: (208) 426-8319
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 Terry
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.
A revised landscape plan is included with this submittal
1.6 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 landscape buffers as detailed in UDC 11-3B.
The requested plans are included with this submittal
1.7 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,
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)
See 1.7 above
1.9 For alley accessed properties that do not provide a parking pad, the following shall apply;
a. All alleys shall have atwenty-foot (20')rfght-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 side where the street
only provides residential 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
open space lot. Such request shall be approved by Council with the preliminary
plat. The requirement for off-street parking as set forth in Section 11-3C-6 is
waived for alley accessed properties in such circumstances.
N/A
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 included 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 aMulti-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 of lawn has been
provided on the landscape plan.
Acknowledged
1.15 All road drainage shall be contained on site in the drainage swales/areas 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
y'
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 11-3A-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 11-313. 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 of UDC 11-3A48, 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 permanent fencing 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 11-3A-6, unless otherwise approved by Nampa Meridian Irrigation 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. If lateral users association approval can not be obtained, alternate
plans will be reviewed and approved by the City Engineer prior to final plat signature.
Ackrnowledged
1.22 Staff s failure to cite specific ordinance provisions or terms of the approved
annexation/conditional use does not relieve the applicant of responsibility for
compliance.
Noted
1.23 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 water/sewer mains outside of public
I ight 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 EXHIBIT) and an 81/2" x 11" map with bearings and distances (marked
EXHIBIT) 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 Corner. 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 of the 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 944 and 948. Wells may be used for non -
domestic purposes such as landscape irrigation.
Acknowledged
2.10 If the stub streets to 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 of Idaho licensed architect or engineer is required and shall be submitted
to the City Engineer (Ord. 557, 1041 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 maybe 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 fll 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 146ot above.
We shall comply.
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,
Cara fa���
Cara Duskey
Project Coordinator
Feb 06 07 lls25a Claibmrn-Waite Consulting 208 429 9862
p.l
cloiborn wolte
Project No. 2246
consultin94�llc
cnginoors o% surveyors
120 North Curtis Road
Boise, Id. 83706
(208) 376-8555
Fax (209) 429-9802
7anuaj 5, 2007
HARKS CANYON CREEK SUBDIVISION
BOUNDARY DESCRIPTION
A PARCEL OF LAND IN THE WEST'/z OF TIME NORTI-IEAST 1!4 OF
THE NORTHEAST I/4 OF SECTION 14, T.3N.5 R,1 W., B.M., ADA
COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS.
COMIviENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 14,
THENCE S 89° 13' 1.7" E ALONG THE NORTFI BOUNDARX OF SAID
SECTION 14 AND THE CENTERLINE OF FRANKLIN ROAD FOR A
DISTANCE OF 1328,94 FEET TO THE NORTHWEST CORNER OF
SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION
14;
THENCE LEAVING SAID NORTH BOUNDARY AND CENTERLINE
S 00°34 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 00°34' 18" W AI,ONGr SAID WEST
80UNDARY FOR A DISTANCE OF 392.42 FEET;
THENCE LEAVING SAID WEST BO(�NDARNor S 89°13' 17" E FOR A
DISTANCE OF 25.00 FEET;
THENCE S 00°34' 18" W FOR A DISTANCE OF 20.00 I+'EET;
THENCE S 89°13' 17" E :FOR A DISTANCE OF 639,54 FEET TO A
POINT ON THE EAST BOUNDARX OF THE WEST 1/2 OF THE
\\Spudllprojac�s\Vanl3ccs (22QG)\Documents\VanHecsPlat-Icg.doc- 1 -
Feb 06 07 11:25a Claihnrn-Waite Consulting 208 429 9862 p.2
NORTHEAST 1/4 OF TIC NORTHEAST 1/4 OF SAID SECTION 14,
ALSO BEING THE NEST BOUNDARY OF VAN HEES SUBDIVISION;
THENCE N 00°3a &t E ALONG SAID EAST BOUNDARY FOR A
DISTANCE OF 415.42 FEET,
THENCE LEAVING SAID EAST BOUNDARY N 89°37'33" W FOR A
DISTANCE OF 425.00 FEET;
THENCE N 89° 13' 17" W FOR A D15TANCE OF 239.48 FEET 'I'O THE
REAL POINT OF BEGINNING,
CONTAINING 6.29 ACRES OF LAND, MORE OR LESS.
PREPARED BY. TODD R. WAITE P.L.S.
\\Spudllprojcc�slVanT-rocs(2246)1Documcnts\Var►�IeesPla�t-10s.doc-2
�t7 Vil ")
AM) �
A Pioneer Company
PIONEER TITLE COMPANY
ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 3.00
BOISE IDAHO 11/29104 03:54 PM
ntairry 8151 W. Rifleman Ave. /tBo se, Idaho 83704 RECORDED � REQUEST OIF III II IIII II iIIII'lllllll IIIII IIIII III
(208) 377-2700 Pioneer 104150641
WARRANTY DEED
For Value Received Carol J. Snyder. a single person as to an undivided 50':i, interest
hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto
Franklin Centre, LLC
hereinafter referred to as Grantee, whose current address is P.O. Aox 6770, Ketchum, ID 83340
the following described premises, to -wit:
The W % of the E % of the NE '/, of Section 14, Township 3 North, Range 1 West,
Boise Meridian, Ada County, Idaho.
EXCEPT any portion of the W % of the E %: of the NE %lying Southerly of the
Northerly line of the parcel conveyed to the United States of America on September
13, 1917 as 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 said premises, with their appurtenances unto the said Grantee, his heirs
and assigns forever. And the said Grantor does hereby covenant to and will[ the said Grantee, that Grantor
is the owner in fee simple of said premises; that said premises are free from all encumbrances except current
years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record,
and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims
whatsoever,
Dated: November 23, 2004
STATE OF Idaho. County of Ada, ss.
On this 24th day of November, in the year of 2004, before me the undersigned, notary public
personally appeared Carol 1. Snyder known or identified to me to be the person/persons whose name
is/are subscribed to the within instrument, and acknowledged to me that helshe/they executed the same.
0
�OTARj
_ ope Darland
* ° pUB JAG Notary Public of Idaho
Residing at Boise, Idaho
•.,� T9 °° °•° O'�e� Commission expires: February 26, 2008
ttja03
A Pioneer Company
PIONEER nTLE COMPANY
OF ADA COUNTY
3151 W. Rifleman Ave. / Boise, Idaho 83704
(208)377-2700
For Value Received
ADA COUNTY RECORDER J, DAVID NAVARRO AMOUNT 100 1
BOISE IDAHO 11/29/04 03:54 PM
RECORDED no DEDREQUESTOF II� �I����I����IIIIIIIIIIIIIIIIIIIIII�
Ploneel 104150640
QUITCLAIM DEED
Larry D. Van Hees and Carolyn Van Hees, husband and wile as to an undivided 50';ti interest
do hereby convey, release, remise and forever quit claim unto
Franklin Centre. LLC
whose address is P.O. Box G770, Ketchum, ID 83340 ,
the following described premises, to -wit:
The
W '/: of
the E'/: of the NE'/. of Section
l4, Township 3 North, Range 1 West, Boise Meridian,
Ada
County,
Idaho.
EXCEPT any portion of the W %: of the E '/: of the NE '/. lying Southerly of the Northerly line of the
parceLconveyed to the United States of America on September 13, 1917 as Instrument No. 70G80 in , _ "_-
Book 126 of Deeds at page 58.
AND EXCEPT any portion lying within the right of way of Franklin Road.
together with their appurtenances.
Carolyn Van
STATE OF Idaho. County of Ada, ss.
On this 24th day of November, in the year of 2004, before me the undersigned, notary public personally
appeared Larry D. Van Hees and Carolyn Van Hees known or identified to me to be the person persons whose
name is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same.
0
Hope rland
�.
Notary Public of Idaho
Residing at Boise, Idaho
Commission expires: February 26. 2008
STATE OF IDAHO )
COUNTY OF ADA )
I,
AFFIDAVIT OF LEGAL INTEREST
Mev�cl�c
(city)
being first duly sworn upon, oath, depose and say:
(address;
(state)
I. That I am the record owner of the property described on the attached, and I grant my
permission to.
(name) (address)
to submit the accompanying applications) pertaining to that property.
2. 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.
3. 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 thisday
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
DTI
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NOTARY
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'41figieeee6e0
for Idaho)
Residing
20�
My Commission
251
ARTICLES OF ORGANIZATION
LIMITED LIABILITY COMPANY
(Instructions on back of application) SF S .4,�
2
6
1. The name of the limited liability company is:
FRANKLIN CENTRE, LLC. 1/0
2. The street address of the initial registered office is:
251 NORTHWOOD WAY, KETCHUM, IDAHO 83340
and the name of the initial registered agent at the above address is:
DAVID F. WILSON
3. The mailing address for future correspondence is:
PO BOX 6770, KETCHUM, IDAHO 83340
4. Management of the limited liability company will be vested in:
Manager(s) 7 or Members) ❑ (please check the appropriate box)
5. If management is to be vested in one or more manager(s), list the name(s) and
address(es) of at least one initial manager. If management is to be vested in the
member(s), list the name(s) and address(es) of at least one initial member.
Name
LARRY VAN HEES
DAVID WILSON
6. Signature of
Signature
Typed Na
Capacity:
Signature
Typed Name:
Capacity: _
Address
1735 W. FRANKLIN, #135 MERIDIAN 83642
PO BOX 6770, KETCHUM, 1D. 83340
st ore person responsible for forming the limited liability company:
LARF�Y VAN HEES
4AGER
Secretary of State use only
IDAHO SECRETARY OF STATE
1 11 / 15/2004 05 : 00
CK: 564 CT: 172588 BH: 776479
1 9 188.88 = 188.88 ORGAN LLC # 2
Harks Canyon Creek Subdi-ision 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 roads/service 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 Den Hartog
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 AM
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; 5, Ward Lane and
5. Cancreek Lane. Let me know if you need anything else.
Thanks so much
Cara
<<ACAD2000-HarksPLAT.pdf>>
Cant Duskel
Office M.rna7er/Prolict Coordinator
Mnn7er Lni,ineering, Inc.
4090 IV. Spate St. Ste. 29
Borne, Idaho 8.370.3
208. J26:8314 Ph.
3/2/2007
Rigr of -Way & Development Services
Planning Review Division
CHD
This application does not require Commission action and is approved at the staff level on Tuesday
November 29, 2005. Tech 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, atuning(a),achd.ada.id.us
File Numbers: Harks Canyon Creek Subdivision / MPP-05-058 / MCUP-05-051 / MAZ-05-056
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 Linder 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
3. 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).
4. 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.
M
5. Driveways
Driveways on the Internal Local Streets
District policy 72-F4 (1) and 72-174 (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.
6. 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.
A
• 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 proposed 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
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
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.
2. Construct Public Road #1 to intersect Franklin Road to directly align (centerline to centerline) with the
driveway on the north side of Franklin Road.
3. Construct North Ward Place to intersect Franklin Road approximately 104-feet east of the west
property line, as proposed.
4. 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).
5. 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."
6. 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.
7. Construct a 12 to 30-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.
8. 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.
9. 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.
10. Construct a private road/service drive (or public road if the City of Meridian would like a public road)
that intersects Public Road #2 at the eastern end of Public Road #2 and extends to the south to serve
Lot 19.
11. Construct a private road/service drive (or public road if the City of Meridian would like a public road)
that intersects Public Road #2 at the eastern end of Public Road #2 and extends to the south to serve
Lot 19.
12. 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, as proposed.
13. Franklin Road is classified as a minor arterial. 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 will be required on the final plat.
14. Comply with all Standard Conditions of Approval.
II
D. Standard Conditions of Approval
Any existing irrigation facilities shall be relocated outside of the right-of-way.
2. Private sewer or water systems are prohibited from being located within any ACHD roadway or right-
of-way.
3. All utility relocation costs associated with improving street frontages abutting the site shall be borne
by the developer.
4. Replace any existing damaged curb, gutter and sidewalk and any that may be damaged during the
construction of the proposed development. Contact Construction Services at 387-6280 (with file
number) for details.
5. 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 DIGLINE (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
The proposed site plan is approved, if all of the Site Specific and Standard Conditions of Approval are
satisfied.
2. ACHD requirements are intended to assure that the proposed use/development will not place an
undue burden on the existing vehicular transportation system within the vicinity impacted by the
proposed development.
Attachments
1. Vicinity Map
2. Site Plan
3. Appeal Guidelines
Q7
R'equest for Appeal of Staff Decision
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.
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.
Time 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.
11
Development Process Checklist
®Submit a development application to a City or to the County
®The City or the County will transmit the development application to ACHD
®The ACHD Planning Review Division will receive the development application to review
®The Planning Review Division will do one of the following:
❑Send a "No Review" letter to the applicant stating that there are no site specific requirements at this time.
❑Send 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.
®Write a Staff Level report analyzing the impacts of the development on the transportation system and evaluating the
proposal for its conformance to District Policy.
❑Write a Commission Level report analyzing the impacts of the development on the transportation system and
evaluating the proposal for its conformance to District Policy.
®The Planning Review Division will hold a Technical Review meeting for all Staff and Commission Level reports.
El For 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.
❑Pay Impact Fees prior to issuance of building permit. Impact fees cannot be paid prior to plan review approval.
DID YOU REMEMBER:
Construction (Zone)
❑ Driveway or Property Approach(s)
• Submit a "Driveway Approach Request" form to Ada County Highway District (ACHD) Construction (for approval by
Development Services & Traffic Services). There is a one week turnaround for this approval.
❑ Working in the ACHD Right -of -Way
• Four business days prior to starting work have a bonded contractor submit a "Temporary Highway Use Permit Application" to
ACHD Construction — Permits along with:
a) Traffic Control Plan
b) An Erosion & Sediment Control Narrative & Plat, done by a Certified Plan Designer, if trench is >50' or you are
placing >600 sf of concrete or asphalt.
Construction (Subdivisions)
❑ Sediment & Erosion Submittal
• At least one week prior to setting up a Pre -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.
❑ Idaho Power Company
• Vic Steelman at Idaho Power must have his IPCO approved set of subdivision utility plans prior to Pre -Con being scheduled.
❑ Final Approval from Development Services
• ACHD Construction — Subdivision must have received approval from Development Services prior to scheduling a Pre -Con.
`N
Apr 19 07 09:12a
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CHD
�........�•.e•!�e jeve.vtiLe.
Fire Department Approval
City of;
John S. Hrandon, Dresidcnt
Sht:rry R. Huber, 1,.t Vico vrcr.,dcnt
David olven:, 2nd vine Presldent
Corol A. MCKee, Commissoncr
Rebecca W. AmOd, Commissioner
❑ Boise ® Meridian ❑ Eagle ❑Kuna ❑ Star ❑ N.W. Ada
Subdivision:Flarks Canyon Sub Datc:4/18/07
Commercial Project:
Engineer/Developer:
Local rire Dcparlrnenl Ufliciak Please check appropriate. items for your approval
F.D. Initial$ C'heek Approved Items
® Reduced Stout Section Approved Width 24 ❑ No Parkin; ❑ Parking one side
No pAr-rl,u(L> zGj' psi LOtDE
❑ PennanenlTurnaround 9rt6rk) °� „ w, ,4.`I
A)D p,A•e K, 4C nl �✓ F-;iJD 0l7
❑ Temporary Turnaround ST•
❑ Lmcrocncy l uln;nound PA•kKf ! Ong ` rbl E
❑ Emergency Access S o ��,�
vu �y .
Comments: S . C�!C.Fr •t! hP�.
Ada CounlyIlighwlyDkfri;,.-,)775ALLIM. :ucct-Garden City, IL) V3714rI'll 7OR;K7ri17tl FX:IK763Q.1- b.vw.;ulciU(bi.il.u:
_r
FINAL
112512007
ADA COUNTY STREET NAME EVALUATION
SUBDIVISION NAME: HARKS CANYON CREEK SUB 1,
AGENCY and AGENCY FILE NO: Meridian: PP 05-068
SECTION/ TOWNSHIP/ RANGE: 14 3N 1W
DEVELOPER: MUNGER ENGINEERING INC
The street name comments listed below are made by the members of the ADA COUNTY
STREET NAME COMMITTEE (Under the direction of the Ada County Engineer) regarding this
development in accordance with the Ada County Street Name Ordinance. Overall final street
names are subject to change at Final Plat phase levels due to design changes, time
restraints and/or previous recorded plat street alignments.
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT:
W. FRANKLIN RD, o * S. LINDER RD -, /
THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED:
S. CANCREEK LN ' S. CANCREEK WAY W. HARKS ST
S. WARD LN , -, 'S.WARD WAY ',-
THE FOLLOWING PROPOSED STREET NAMES ARE DENIED:
THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE:
NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON
THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES
REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF
RECORDING.
ADA COUNTY ENGINEER Jim Farrens DATE
MERIDIAN Representative DATE
FIRE DEPARTMENT Representative—, DATE
ADA COUNTY HIGHWAY DIS. Representative DATE I :L
ADA COUNTY SHERIFF Representative
Street Approval Sent,
J
DRAINAGE CALCULATIONS
HARKS CANYON CREEK SUB.
MERIDIAN, IDAHO
NOVEMBER
S?f
2006
M ZUNGER
EN G IN.EER IN G , IN C .
4090 WEST STATE STREET, SUITE 29- BOISE, IDAHO - 83703 PHONE: 426-8314 FAX: 426-8319
DRAINAGE CALCULATION SUMMARY
Project:
Harks 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 sand/ grease traps. The stormwater will then be treated by sand
filtration prior to discharging into the receiving soils. The site is divided into 6 separate
drainage areas. Areas 1-3 are ACHD roadways 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 100yr 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
be small since the driveways will come off of the service drives at the rear of the lots.
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
DmCalcs-Harks phase 1.xls Summary
Harks Canyon Creek Subdivision
Drainage Area # 1
Area (acres): 0.29
C value: 0.90
From TR-55 : Overland Grass Flow
T,
0.007[(n)(L))".n
_
(P2)0.5(s)0.4
= 0.05 hours
2.80 minutes
T, = 3.0 minutes
From TR-55: Gutter Flow
V = 20.3282 (s)"
1.29 ft/sec
T2= L / V
173.5 seconds
T 2 = 2.9 minutes
T1 =
-- hr
Travel Time
n =
0.24
Manning's Coef.
L =
5 ft
Length of Flow
P2=
1.2 in.
2 yr-24 hr Rainfall
s =
0.01 ft/ft
Average Slope
T2 =
-- sec
Travel Time
V =
-- fUsec
Average Velocity
s =
0.004 ft/ft
Average Slope
L =
223 ft
Length of Flow
Total Tc = T, + T2
Time of Concentration= 5.9 minutes
1100 = 4.00 in/hr 125 = 2.90 in/hr
Q100 = (C)(1100)(A) Q25 = (C)(1100)(A)
Q100 = 1.04 ft3/sec Q25 = 0.76 ft3/sec
Initial Trench Volume = (0.5)(Q,00)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
_ (0.5)(60min)(C)(Ip)(A)(60s/min) if Tc < 22.5 minutes
= 940 ft' IP = 2 in/hr Intensity value
+ 15% 141 ft'
Req'd Storage Vol. = 1081 ft,
Throat Area A, _ (Baf)(Wi)(1ft2/144in2) Baf = 12 in. Baffle Separation
4.00 ft2 Wi = 48 in. Inside Width
Velocity through S/G Trap= Q25/At
= 0.19 ft/sec
Size of S/G Trap= 1000 gallon
20.0
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FREOU'rNcy ANALYSIS BY METH00
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If L.. ' H 0 U R S
D U R A T I 0 N
M UN G`� R
ENGINEERING,
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:
INC.
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,
4090 WEST STATE STREET, SUITE 29 • BOISE, IDAHO 83703 • PHONE: (208) 426-8314 • FAX: (208) 426-8319
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CITY OF
erl�lcn
33 E. Idaho Ave.
y Meridian, ID 83642
Fc
Fti
TFR ° -PRE V AUEY SINCE
1903
DateApplicant / ` I /;
Address 73 C
Phone
CASH CHECK #
NAM CIN CHEC IF IFFERENT THAN APPLICANT
•
DESCRIPTION
-
•
O
I
/ I
Drainage System # 1
Req'd Storage Volume = 1081 ft,
Trench Dimensions = 7 Depth (ft)
7 Width (ft)
Storage/ft = (Vr)(D-1)(W) D = 7 ft
16.8ft2 W= 7ft
Sidewall Perc/ft = (D-1)(2/3)(2 sides) (Pr)(1ft/1211) Vr = 40 %
5.33 ft2 Pr = 8 in./hr
Endwall Perc = (Sidewall Perc)(W)(2 ends)
= 74.67 ft'
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)) + (Endwall Perc)
Trench Length Req'd. = 45 I.f.
Trench Used = 50 I.f.
Depth
Width
Drain Rock Void Ratio
Percolation Rate
narKs canyon Lreek Subdivision
Drainage Area # 2
Area (acres): 0.97
C value: 0.90
From TR-55 : Overland Grass Flow
0.007I(n)(L)]"' T -
T, _ , - -- hr
Travel Time
(P2)0.5(S)0.4 n = 0.24
Manning's Coef.
= 0.06 hours L = 8 ft
Length of Flow
= 3.47 minutes P2= 1.2 in.
2 yr-24 hr Rainfall
T , = 3.0 minutes s = 0.015 ft/ft
Average Slope
From TR-55: Gutter Flow
V = 20.3282 (s)u y T
z = -_ sec
Travel Time
= 1.29 ft/sec V = -- ft/sec
Average Velocity
s = 0.004 ft/ft
Average Slope
Tz= L / V L = 400 ft
Length of Flow
= 311.1 seconds
T 2 = 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)(1100)(A) Q25 = (C)(1100)(A)
Q100 = 3.05 ft'/sec Q25 = 2.18 ft'/sec
Initial Trench Volume = (0.5)(Qj00)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
_ (0.5)(60min)(C)(Ip)(A)(60s/min) if Tc < 22.5 minutes
= 3137 ft' IP = 2 in/hr
Intensity value
+ 15% 471 ft'
Req'd Storage Vol. = 3607 ft'
Throat Area A, _ (Baf)(Wi)(1ft`/144in`) Baf - 12 in.
Baffle Separation
= 4.00 ft2 Wi = 48 in.
Velocity through S/G Trap= Q25/At
Inside Width
= 0.54 ft/sec
Size of S/G Trap= 1000 gallon
Drainage System # 2
Req'd Storage Volume = 3607 ft3
Trench Dimensions = 8 Depth (ft)
7 Width (ft)
Storage/ft = (Vr)(D-1)(W) D = 8 ft
19.6ft2 W= 7ft
Sidewall Perc/ft = (D-1)(2/3)(2 sides) (Pr)(1 ft/1 2") Vr = 40 %
6.22 ft2 Pr = 8 in./hr
Endwall Perc = (Sidewall Perc)(W)(2 ends)
87.11 ft'
Trench Volume = [(Length)(Storage/ft + Sidewall perc/ft)) + (Endwall Perc)
Trench Length Req'd. = 136 I.f.
Trench Used = 140 I.f.
Depth
Width
Drain Rock Void Ratio
Percolation Rate
i:1
nyon Greek Su
Drainage Area #
Area (acres): 0.30
C value: 0.90
From TR-55 : Overland Grass Flow
T, _
0.007[(n)(L))u "
(P2)0.5(S)0.4
0.04 hours
= 2.38 minutes
T, = 2.0 minutes
From TR-55: Gutter Flow
V = 20.3282 (s)u'
= 1.29 ft/sec
T2= L / V
159.5 seconds
T 2 = 2.7 minutes
3
T, _
-- hr
Travel Time
n =
0.24
Manning's Coef.
L =
5 ft
Length of Flow
Pz=
1.2 in.
2 yr-24 hr Rainfall
s =
0.015 ft/ft
Average Slope
Tz =
-- sec
Travel Time
V =
-- ft/sec
Average Velocity
s =
0.004 ft/ft
Average Slope
L =
205 ft
Length of Flow
Total Tc = T, + T2
Time of Concentration= 4.7 minutes
1100 = 4.40 in/hr 125 =
Qioo =
3.20 in/hr
(C)(11oo)(A) Q25 = (C)(1100)(A)
Q100 = 1.17 ft3/sec Q25 =
0.85 ft3/sec
Initial Trench Volume = (0.5)(Q,o0)(Tc)(60s/min)(2.67) if Tc > or = 22.5 minutes
_ (0.5)(60min)(C)(Ip)(A)(60s/min) if Tc < 22.5
= 957 ft'
minutes
IP =
+ 15% 144 ft'
2 in/hr Intensity value
Req'd Storage Vol. = 1101 ft3
Throat Area A, _ (Baf)(Wi)(1ft2/144in2)
Baf =
12 in. Baffle Separation
4.00 ft2 Wi =
Velocity through S/G Trap= Q25/At
48 in. Inside Width
0.21 ft/sec
Size of S/G Trap= 1000 gallon
Drainage System # 3
Req'd Storage Volume = 1101 ft3
Trench Dimensions = 7 Depth (ft)
7 Width (ft)
Storage/ft = (Vr)(D-1)(W)
D = 7 ft
= 16.8 ft2
Sidewall Perc/ft = (D-1)(2/3)(2 sides)(Pr)(1ft/12")
W = 7 ft
Vr
= 40 %
= 5.33 ft2
Endwall Perc = (Sidewall Perc)(W)(2 ends)
Pr = 8 in./hr
= 74.67 ft'
Trench Volume = [(Length)(Storage/ft + Sidewall
perc/ft)] + (Endwall Perc)
Trench Length Req'd. = 46 I.f.
Trench Used = 50 I.f.
Depth
Width
Drain Rock Void Ratio
Percolation Rate
anyon Creek Subdivision
Drainage Area # 4
Area (acres): 0.34
C value: 0.90
Initial Trench Volume = 1 in x (Area (ac) x 43560cu.ft./ac) x 1ft./12in. x "C"
Volume = 1112 cu. ft.
Req'd Storage Vol. = 1112 ft'
Trench Dimensions = 7 Depth (ft)
8 Width (ft)
45 Length (ft)
Storage/ft = (Vr)(D)(W) D = 7 ft Depth
22.4 ftz W =
Bottom Perc/ft = (V�(Pr)(1ft/12") Vr = 40 o DrainRockVoid Ratio
5.33 ftz Pr = 8 in./hr Percolation Rate
Trench Volume = (Length)(Storage/ft + Bottom perc/ft)
Trench Volume = 1248 ft3
09/18/2004 08:40 208- a..r
-6393 ACHD PLANNING PACE 01/01
/
met DESIGN SECTION CALCS_
Swt■ '
_ f��f�'KS //
Name n Date /Z /3-0(, Sht. ( of
Location sT oT L�Alptr oN �zrevk�lJ, /G(eri��zt Proj, / Calcs. B Kaw�
Traffic Index - T.I. 5 "R" Value - R ■ •
se 60 (Uas
Street Design Thickness - T
Gravel Equivalent - G.E.
Design Thickness Equation - T • .0032 (T.1.)(100-R) - G.E,
1
G.E.I - Total Design Gravel Equivalent
G.E. .0032 ( ) (100- C� ) ■�
DES16N TYPE ONE (Asphalt + Gravel)
ASPHALT HAT THICKNESS (G.E. ■ 1.95)
(Set) Asphalt Thickness Desired = Z 2— Inches - Zb
Feet
G,E.2 - Asphalt (Gravel Equivalent)_..
G.E.2 - (G.E. of 1.95) x (Asphalt Thickness Q`ZOA) Feet) -
o o GRAVEL BASE THICKNESS (G.E. 1.10)
$ G.E. ■Gravel Base Course so G.E. -7- - G,E.2 G.E.3 ��to
G.E.311.10 /,2 feet Thick x 12in/ft
lhches
o if Gravel Section Is More Then 10" Consider Design Type Two.
v0 0
W
DESIGN TYPE TWO (Asphalt + Gravel + Pit Run)
m
J
ASPHALT MAT THICKNESS (G.E. • 1.95)
o �+ (Set) Asphalt Thickness Desired - 2 1Z
Inches Q, Z.D Feet
a G.E.2 = Asphalt. (Gravel Equivalent)
a
G.E.Z - (G.E.' of 1.95) x (Asphalt Thickness 0
... ZpB Fett)
af�
GRAVEL LEVELING COURSE (G.E. ■ 1.10)
o
(Set) Gravel Thickness Desired Inches
Feet
G.E.3 ■ Gravel (Gravel Equivalent)
G.E.3 - (G.E. of 1.10) x (Gravel Thickness) 0,3 Feet) Q,3
PIT RUN BASE COURSE (G.E. - 1.00)
G.E.4 - Pit Run (Gravel Equivalent) so G.E.
G.E.4/1,00 ■ �� Feat Thick x 12 in/ft a L inches
DESIGN RECOIMENDED
DESIGN TYPE ONE EAsphalt
TWO
Asphalt Mat Z Yv Inches thick
- 2Inches thick
Gravel Base Course 'thickLeveling Course- thick
t Run Base Course-/L" thick
ev se