HomeMy WebLinkAboutBienville Square Sub FP Application
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
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: May 8, 2007
Transmittal Date: April 19, 2007 File No.: FP 07-012
Hearing Date: May 15, 2007
Request: Final Plat approval for 52 single-family
residential building lots, 22 multi-family lots, 7 commercial lots, 2
private road lots, and 7 common lots on 27.36 acres in R-8, R-15, and
C-G zones for Bienville Square Subdivision.
By: Red Cliff Development, Inc.
Location of Property or Project: 2935 North Eagle Road
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Vacant (!lo FP)
David Moe (no FP)
Wendy Newton-Huckabay (No FP)
Michael Rohm (No FP)
Keith Borup (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)
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)
Owest (FP/PP only)
Intermountain Gas (FP/PP only)
Bureau of Reclamation (FP/PP only)
Idaho Transportation Dept. (No FP)
Ada County Ass. Land Records ;;.
Meridian Development Corp.
Historical Preservation Comm.
File No.:
FP-07 -012
Project Name: Bienville Square Subdivision
Request:
Final Plat approval for 52 single-family residential building lots, 22 multi-family lots, 7
commercial lots, 2 private road lots, and 7 common lots on 27.36 acres in R-8, R-15, and
C-G zones by Red Cliff Development, Inc.
Location:
2935 N. Eagle Road in the NE ~';ofT. 3N., R. IE., Section 5.
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o Altemati.ve Complia~ce ~ySf'.
o AnnexatIOn and Zomng""
o Comprehensive Plan Map Amendment
o Comprehensive Plan Text Amendment
o Conditional Use Permit
o Conditional Use Permit Modification
o Design Review
l&J Final Plat
o Final Plat Modification
o Planned Unit Development
o Preliminary Plat
o Private Street
o Rezone
o Time Extension (Commission or Council)
o UDC Text Amendment
o Vacation (Council) OJ
o Variance
o Other it';';::::.:::::""'.'- ----""""""":~:'~'.~ ...
Applicant Information
COMMIS'
" Planning Department
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OUNCIL REVIEW APPLICATION
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Applicant name: Red Cliff Development Inc.
Applicant address: 2060 S. Eagle Road. Meridian. Idaho
Applicant's interest in property: l&J Own 0 Rent 0 Optioned 0 Other
Owner name: Please see Affidavit of Legal Interest
Owner address:
Phone: 208.472.9219
Zip: 83642
Phone:
Zip:
Agent name (e.g., architect, engineer, developer, representative): MichaeLn.,Wilson-AICF_I-.and PJanner,._,~,
Firm name: Stanlev Consultants. Inc.
Address: 1940 S. Bonito Way. Suite 140. Meridian. Idaho
Phone: 208.472.9219
Zip: 83642
Primary contact is: l&J Applicant 0 Owner 0 Agent 0 Other
Contact name: Bob Unger. Red Cliff Development Inc.
E-mail: bungerla>.redcliffdev.com
Phone: 208.472.9219
Fax: 208.955.0057
Subject Property Information
Location/street address: 2935 N. Eagle Road. Meridian. Idaho 83646
Assessor's parcel number(s): S1105110220 and S1105110350
Township, range, section: T. 3N. R. IE. Sec. 05 Total acreage:27..3.6-_tlOA1-Res. _6-~9s'Commerci~._-,_._
Current land use: Vacant land. Current zoning district: R-8. R-15. and C-G
660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642
Phone: (208) 884-5533 . Facsimile: (208) 888-6854 . Website: www.meridiancity.org
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Project Description
Project/subdivision name: Bienville Square Subdivision
General description of proposed project/request: Mixed-use development consisting of a mix of residential product
including single-family and multifamily residential and retaiVcommercial uses.
Proposed zoning district(s): R-8. R-15. and C-G
Acres of each zone proposed: R-8 (11.10 acres). R-15 (9.04 acres) and C-G (7.22 acres).
Type of use proposed (check all that apply):
lEI Residential lEI Commercial lEI Office 0 Industrial 0 Other <_m -------- .. '-.:'i~"- '" .............................................................................................-.- "~"----TI.-_-
Amenities provided with this development (ifapplicable):Please see narrative included with this application.
Who will own & maintain the pressurized irrigation system in this development? Bienville Property Owners' Assoc.
Which irrigation district does this property lie within? Nampa-Meridian Irrigation District.
Primary irrigation source: Milks Lateral Secondary: City water.
Square footage oflandscaped areas to be irrigated (if primary or secondary point of connection is City water): 1.91 acres.
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Residential Project Summary (if applicable)
Number of residential units: 52 single-faIJ,!ilv. 88 condo units Number of building lot~.
Number of common and/or other lot on 2 rivate road lots shared with commercial uses
,;.4
Proposed number of dwelling units (for multi-family developments only):
1 Bedroom: To be determined (TBD) 2 or more Bedrooms: TBD
Minimum square footage ofstructure(s) (excl. garage): TBD Proposed building height: TBD
Minimum property size (s.t): 4.000-5.000 s.L Average property size (s.f.): 7.616 s.f.
Gross density (DU/acre-totalland): 6.86 DU/acre (res. area) Net density (DUlacre-excluding roads & alleys): 9.62
Percentage of open space provided: 11.56% Acreage of open space: 2.36 acres
Percentage of use able open space: 11.56% (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc): 2.36 acres
Type of dwelling(s) proposed: lEI Single-family 0 Townhomes 0 Duplexes lEI Multi-family
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Non-residential Project Summary (if applicable)
,Number of building lots: 7
Gross floor area proposed: 65.000 s.f.
Hours of operation (days and hours):,d'BD
Percentage of sitelproject devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/children (if applicable): not applicable Seating capacity: I~~_
Total number of parking spaces provided: Number of compact spaces provided:
Other lots: ~q:~~~~~~~~!~:'~~~~~.-~;'!;:;~':~~,~;~~~___~______,;
Existing (if applicable): not applicable
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Authorization
Applicant signa
Date
tertower ane, Suite'202 . Meridian, Idaho 83642
. Facsimile: (208) 888-6854 . Website: www.meridiancity.org
2 (Rev. 9/21/06)
January 26,2007
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City of Meridian
Planning Department
660 E. Watertower Lane, Ste. 202
Meridian, Idaho 83642
Dear Staff:
Subject: Bienville Square Subdivision Final Plat Application
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Stanley Consultants, Inc. is pleased to submit to the City of Meridian the final plat application for
Bienville Square Subdivision. Bienville Square Subdivision will be located on 27.36 acres and will
consist of a mix of open space,and common lots, retail/restaurant/office uses in addition to a mixture of
residential product including attached, detached and alley-loaded residences. The proposed development
is approximately one quarter Y4 mile south of Us tick Road on the east side of Eagle Road (State Highway
55). The applicant has indicated construction on the proposed project will begin as soon as approval is
granted by the City with a completion of all improvements scheduled around October, 2007.
The City of Meridian City Council took final action on the preliminary plat (PP-05-059), annexation and
zoning (AZ-05-057), rezone (RZ-05-019), private streets (PS-05-002), and conditional use permit (CUP-
05-052) for Bienville Square Subdivision on May 02,2006. A variance (V AR-06-018) was also included
with the original application, but the City Council did not take final action on the variance until October
03,2006. ~
The applicant was seeking a variance from Section 11-3H-4 of the Unified Development Code (UDC) in
order to allow full access to Eagle Road (State Highway 55). The City Council granted a variance
allowing a temporary, full access driveway to be located approximately 880 feet south from the centerline
of the intersection of Us tick and Eagle Roads. The temporary access will revert to a right in/right out
driveway at such time the public street providing access to and from Ustick Road becomes available to
the proposed development. The Idaho Transportation Department (ITD) granted the applicant an access
permit (3-05-066) on October 26, 2006. The final plat submitted with this application shows the
approved access to Eagle Road.
The Bienville Square Final Plat consists of ninety two (92) total lots. Of the 92 lots, there will be fifty
two (52) single family residential lots consisting of twenty (20) lots with front on garage access from N.
LeBlanc Street and thirty two (.3~) alley-loaded lots.. The final plat also c.ontai~.en (7) co~e~cia1
lots, twenty thre~ondormmum lots, two (2) pnvate road lots, and~~erty dramag~pen
space lots. The gf(IIJIcreage for the entire project is 27.40 acres. The residential portion ofthe pr~ject
contains 20.41 acre~. The gross residential density is roughly 6.86 dwelling unit~,acre. The net acreage
of the residential portion of the project is 14.56 acres with a density of9.62 dwelling units/acre.
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City of Meridian
January 26,2007
Page 2
Submitted with this final plat application is a Landscape Plan prepared by a Licensed Landscape
Professional with the State of Idaho. The landscape plan demonstrates compliance with the landscape
requirements set forth in the Unified Development Code (UDC). The submitted landscape plan details
the following amenities: A clubhouse, swimming pool, picnic tables and barbeque pits generally within
Lot 42, Block 1; a volleyball court generally within Lot 34, Block 1; and, a basketball court and
horseshoe pits within Lot 23, Block 1. Other amenities include a tot lot south of the clubhouse. The tot
lot will include~swings, slide, and a jungle gym. The proposed development includes a 7 foot wide
pathway system for interconnectivity within the development and for recreational use by the Bienville
property owners.
The final plat is in substantial conformance with the approved preliminary plat as the final plat does not
include an increase in the number of buildable lots or any reduction in the amount of open space. The
overall percentage of open space is based on the gross density of the residential portion of the proposed
development, which is 20.04 acres. The amount of open space and percentage of open space does not
include any landscape buffers as requested in the staff report for the hearing date of May 02,2006. The
t6fu1 acreage of use able open space within the common lots is 2.36 acres or 12 percent of the residential
area.
Along with providing a brief description of the proposed project the additional purpose ofthis letter is to
provide the City with a statement as to how the final plat conforms to the approved preliminary plat and
how the project complies with all of the requirements set forth in the Unified Development Code (UDC).
Construction plans are included with this app1icatio~'demonstrating compliance with engineering,
architectural and surveying requirements. The following outlines how the proposed development
complies with the conditions of approval set forth by the City of Meridian:
C. Conditions of Approval
1 Planning Department
SITE SPECIFIC REQUIREMENTS-(Bienville Square)
1.1.1 Noted. The number of alley-loaded lots has been reduced from thirty four (34) shown on the
approved preliminary plat to thirty two (32) shown on the final plat.
1.1.2 Lot 1, Block 1 and Lot 23, Block 1, are shown on the final plat as common lots for a 30 foot wide
landscape buffer along the s.outh and west boundaries of the development. The buffer areas will
contain materials in accordance with UDC 11-3B as evidenced by the submitted Landscape Plan
prepared by a licensed landscape professional. The landscape plan depicts the multi-use pathway
as shown on the master site plan. Said pathway will comply with UDC 11-3A-8 as required.
1.1.3 The final plat depicts a 35-foot wide landscape buffer along Eagle Road. The lO-foot wide
landscape buffer required along both sides ofW. Bourbon Street and N. Cajon Court may no
longer be applicable as the proposed layout of the project has been modified to accommodate the
tight in/right out to Eagle Road approved by the Meridian City Council as a variance and further
approved by the Idaho Transportation Department (ITD).
1.1.4 A landscape plan prepared by a licensed landscape professional has been submitted with this final
plat application.
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City of Meridian
January 26~ 2007
Page 3
1.1.5
1.1.6
1.1.7
1.1.8
1.1.9
1.1.10
1.1.11
1.1.12
See landscape plan for a detailed fencing plan.
Noted.
Revised copies of the landscape plan are submitted with this final plat application.
See Note 2 on the face of the final plat.
Noted.
Noted.
Noted.
Noted.
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1.1.13 An irrigation pump station or facility is proposed between lots 53 and 54. The pump station will
be location on a separate nonresidential utility lot and will be located outside of any required
street buffer. Please refer to the final plat.
1.1.14 All existing structures including the existing dwelling have been removed from the site.
1.1.15 Cross access/cross parking agreement(s) have been provided. Please see Note #9 on the final
plat.
1.1.16 A right in/right out access point is provided to Eagle Road. On October 26, 2006, the Idaho
Transportation Department granted approval of Permit No. 3-05-066, enclosed with this
submittal. The City Council granted a variance for the access point on October 03, 2006.
1.1.17 Noted.
1.1.18 A Stormwater Pollution Prevention Plan (SWPPP) has been prepared for the site.
1.1.19 Compaction test results are included in the construction drawings for submittal to the Meridian
Building Department.
GENERAL REQUIREMENTS-PRELIMINARY PLAT
1.1.20 Sidewalks will be installed within the subdivision pursuant to City Code and as required by the
Ada County Highway District (ACHD). Please see the submitted construction drawings.
Sidewalk construction notes are on the plans.
1.1.21 Please see the submitted Landscape Plans for consistency with the preliminary landscape plans
with modifications as proposed by staff.
1.1.22 As noted on the construction plans, all areas approved as open space are free of wet ponds or
other such nuisances. The seepage beds located in common areas are designed to allow for
landscaping such as grass or other p1antings.
1.1.23 The detailed fencing plan is shown on the Landscape Plans submitted with this final plat
application.
1.1.24 Noted. The Landscape Plan submitted by The Land Group indicates there are no significant trees
located on the subject property.
1.1.25 All irrigation ditches, laterals or canals will be tileg as shown in the construction plans. Plans
have been approved by the Nampa-Meridian Irrigation District.
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City of Meridian
January 26, 2007
Page 4
1.1.26 Noted.
1.1.27 On May 02, 2006, the City Council issued a final action on the preliminary plat. The final plat
submitted with this application is presented to the City well within the two year window for
approval and recording of the final plat.
2 Public Works Department
2.1 The municipal sewer for this project will be extended from Ustick Road as evidenced on the
submitted construction plans. "
2.2 Please see construction plans.
2.3 Please see construction plans.
2.4 We are working with City staff regarding the water line construction.
2.5 All easements will be submitted with the appropriate exhibits after the construction plans are
approved.
2.6 The applicant has indicated the pressurized irrigation system will be owned and operated by the
Bienville Square Subdivision Property Owners Association. Plans and specifications will be
provided along with the construction plans. A final draft ofthe operations and maintenance manual
will be presented to the City Engineer prior to final plat signature.
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2.7 The pressure irrigation system will be supplied by the existing Milks Lateral which flows across the
property. The secondary source is proposed from a single point connection to City water.
2.8 All existing structures have been removed.
2.9 Please see the submitted construction plans. All tiling will be completed per the requirements of
the Nampa-Meridian irrigation District.
2.10 Noted.
2.11 Drainage plans and calculations are included with this final plat application for review and
approval. All storm runoff from public and private streets will flow to seepage beds. The enclosed
drainage report covers all improvements. Drainage plans for the commercia110ts will be submitted
to the City under separate development applications to the City.
2.12 All required improvements will be in place prior to applying for building permits.
2.13
2.14
2.15
2.16
2.17
Noted.
Noted.
All required fees are included with the final plat application submittal.
Noted.
A SWPPP has been prepared as required by the Environmental Protection Agency (EP A). No
NPDES permit is required.
A joint 404 application has been completed and submitted to the Army Corps of Engineers and the.
State ofIdaho.
2.18
2.19 Noted.
3.3
3.4
3.5
3.6
3.7
3.8
3.9
;;, 3.10
3.11
3.12
3.13
City of Meridian
January 26, 2007
Page 5
2.20 Noted.
2.21 Noted.
2.22 Required certification is included wit1Fthis final plat application.
2.23 Noted.
3 Meridian Fire Department
3.1 Noted.
3.2 Proposed fire hydrant locations are shown on the construction plans and will be submitted to the
Meridian Fire Department for final approval.
Noted.
Please see enclosed construction plans.
Notect.'
Noted.
Noted.
Noted.
Noted.
Noted.
Noted.
Noted.
Noted. The City Council has granted approval of the preliminary plat application. This item would
have been clarified prior to the City Council taking action on the pre1iminary"p1at.
3.14 Noted. !:4~
3.15 Noted.
3.16 Noted.
4 Police Department
4.1 Construction plans have been submitted to ACHD.
4.2 All public hearings related to this item have occurred and the City Council has granted approval of
the preliminary plat. Final plans for commercial structures with a drive thru will be submitted and
approved as part of a separate application.
4.3 See response to item 4.2.
4.4 See response to item 4.2 "
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4.5 Noted.
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City of Meridian
January 26,2007
Page 6
5
5.1
5.2
5.3
6
6.1
7
Parks Department
Noted.
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Noted. Please see Landscape Plans included with this final plat application.
Noted. Please see Landscape Plans.
Sanitary Service Company
Noted.
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ACHD
Site Specific Conditions of Approval
7.1 .... The final plat shows the roadway transitioning from the north with a 50 foot right-of-way from the
north boundary of the development.
7.2 Noted.
7.3 The final plat shows a 50 foot right-of-way for all local streets. The streets will be constructed as a
36-foot street section with curb, gutter and 5-foot wide concrete sidewalks.
7.4 The proposed alley is shown as a 20 foot right-of-way on the final plat.
7.5 The final plat does not show Bourb~n Street extended to State Highway 55. The plat has been
modified to accommodate the right in/right out access to Eagle Road (State Highway 55) approved
as a variance by City Council on October 03, 2006, and as approved in Permit #3-05-066 by the
lTD.
The final plat does show public road access to State Highway 55. See response to item 7.5.
A right-of-way approach was granted by ITD (Permit No. 3-05-066) on October 26, 2006. A copy
of the permit with special provisions is attached with this final plat submittal.
7.8 Construction plans have been submitted to the ACHD. An endorsement from the ACHD on the
final plat will demonstrate compliance with all Standard Conditions of Approval prior to the City
Engineer signing the fmal plat. .
Standard Conditions of Approval
7.9 Noted.
7.10
7.11
7.12
7.13
7.14
7.6
7.7
Noted.
Noted. ~
Noted.
Noted.
7.15
Construction plans have been submitted to the ACHD. Said construction plans have been prepared
and certified by a registered engineer in the State ofIdaho.
Design changes required by the ACHD have been submitted and will be approved prior to the
ACHD endorsing the final plat.
City of Meridian
January 26, 2007
Page 7
7.16 Noted.
7.17 Noted.
7.18 Noted.
7.19 Noted.
7.20 Noted.
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Any documentation demonstrating compliance with the conditions of approval has been included with
this final plat submittal. Please contact us as soon as possible if the City should need any additional
information or clarification for the final plat review.
Sincerely,
Stanley Consultants, Inc.
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Mike Wilson, AICP
Land Planner
Enclosures:
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Completed and signed Commission & Council Review Application
Legal Description
Recorded Warranty Deeds
Affidavit of Legal Interests
Scaled Vicinity Map
Fee
Approved Preliminary Plat
Preliminary Master Plan
Modified Master Plan
Ada County Street Name Evaluation Letter
Final Engineering Construction Drawings (2 copies)
Engineer Certification Street Finish Centerline Elevations
Final Plat (32 full size copies)
Final Plat (8 Yz x II)
Signature Sheet (4 copies)
Landscape Plan (3 copies full size, I reduced 8 Yz x II)
Final Engineering Plans on Disk
Electronic Version of Preliminary Plat, Final Plat, and Landscape Plan
Eagle Road Plan and Profile
ITD Right-Or-Way Encroachment Application and Permit
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DESCRIPTION FOR BIENVILLE SQUARE SUBDIVISION
OCTOBER 13,2005
A PARCEL OF EAND BEING PORTIONS OF PARCEL "0" OF RECORD OF
SURVEY NO. 6418 AND OF THE NE ~ OF SECTION 5, TOWNSHIP 3
NORTH, RANGE 1 EAST~OF TH~ BOISE MERIDIAN/MERIDIAN, ADA
COUNTY, IDAHO, BEING MOREhpARTICULARL Y DESCRIBED AS FOLLOWS:
.,
COMMENCING AT THE NORTHEAST CORNER OF SECTION 5, T. 3 N., R. 1
1;\
E., B.M., THENCE S 00000'00" E 677.57 ALONG THE EAST LINE OF SAID
SECTION 5 TO A POINT;
THENCE N 83054'00. W 57.36 FEET TO A POINT ON THE WESTERLY RIGHT
OF WAY OF EAGLE ROA0, THE REAl. POINT OF BEGINNING OF THIS
" DESCRIPTION;
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THENCE S 01014'39" W 974.96 FEET ALONG SAID RIGHT OF WAY TO A
POINT;
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ALONG THE BOUNDARY OF CAROL'S SUBDIVISION THE FOLLOWING:
THENCE N 44005'18" W 227.63 FEET TO A POINT;
THENCE N 72024'04" W 221.28 FEET TO A PO~NT;
THENCE S 77026'30" W 667.38 FE~T TO A POINT;
THENCE N 72035'42- W 233.35 FEET TO A POINT;
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THENCE N 00015'11 j W 1129.35 FEET ALoNG SAID BOUNDARY TO A
POINT;
LEAVING SAID BOUNDARY OF CAROL'S SUBDIVISION:
THENCE S 71 028'10j'E 803.90 FEET TO A POINT;
~ THENCE S 83054'00" E 510.21 FEET TO THE REAL POINT OF BEGINNING
OF THIS DESCRIPTION, COMPRISINt3 27.36 ACRES, MORE OR LESS.
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WARRANTY DEED
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ArM..., ItIIINIII J. IMVID NA~ A" tAl a
FOR VALUE RECEIVED 10..11).... U:. PI
JANE!: ROWE, an UI1IPrri'tM person r=IID~.F If_II
Tr."~" 114163466
GRANTOR(s), ~(do) heNby GRANT, BARGAIN. SELL AND CONVEY unto: S1\PIB CREEK, LLC, iIIn
Idaho limited liability company
GRANTEES(s), whoS/:! curtei1t address is: 2076 S -.gle B.d , 'Meridian, 1D 836112
*th~ fonowing dc.qibcd ....1 prqNf'ty in Ada County, State ofIdaho,
more particullr1y delcribfd u follows, to wit:
SEE EXHI.1t "A~ AnACHED
(Continu8d)
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TO HAVE AND TO HOLD tbC' Aid prCmiaes, with tbeifappurteoaoCeI unto tl>>said heirs andwia,ns ro.c~, AAd th~,taid
Grmtor(s) cIocs(do) hereby cov~t to lnd with t!* Jiid Gntntee(s). that Grantor(-s) isl8l'e'tho;orner(-> in fee 1finp1e oflmd
premilCll; that ..id Jl"IIliRf are free ftbm all eQl:unWrInc~s EXeliPT tboIi to wWch th5conveyance is .,laIty..doc
.lUii-t aultIJoIoc male. IIlKar.,J or ~nc by ~ GI1Il.{j); ibd lubject to r&irvad0lll. roItric1ia... d~tiOOl, '..IJDelltl\
~ah~ts orwlY,and agroementlJi (if any) ofm:om. ___I taxeii linIlisSSSsments. (includ~ inipMiOll_ utility
-.ess..... lC8I1Y) for t1Ie cup1mt~. which ate ~ya d~ tad payabli:, and that GrlOtor(i) Wll) warrant and dcdiM tbG
..' UQIll alllawtUl ca-iJNI wluItIoewr.
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Notary Aeknowledgme,pt - ,ee page 2
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LEGAL DESCRIPTION (cor:Itinued)
EXHIBIT itA"
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A peIC8I alland lyi'l9 in the N<<tAeaSl quarter, Northeaat quart.. of slICtion 5, TOWMIt1ip 3
North, Ranee 1 East, Boise Meridi.n, Ada County, Idaho, said pBrcel being more: particularly
de8cribid .s follows:
commenci~ at a found Bra.. Cap marking the NorthNst oolll'1er of said S8ction 5, township 3
North, Range 1 East, Beise Mellidian, Ada County, Idaho, aid brass cap bears
North 8903W20" East 2656.46 feet frem a set 5/8 iooh iron pin marking the ~h quarter corner
dMid SecltiOtll 5, said brass ClIp ai_ bealli
North OO"OO'OOolIW.t 2111.41 f_t (.fClll1Ml'ly 2611.50 feet) from a found brass cap m,rking u.e
Eaet querter oarner << .id Sectlen 5; theACe
Sotith 001)0'00'" Ealt 955.1" felJt along the East baundary of the satt:J NOt'thea!t quarter
Nort"'st quarter of Sectiln 5 to a ~int; the~
Nofth 83.54'00" W". 63.41 feet ta a Sit 5/8 i,.,h iraQ pin lyinQ on the Westlrly right of way
':< of Slate Highway 55 (Eagle Rc:af), saiop;n also n1NkfnQ It\e REAL POINT OF BEGINNING; thence
Nerih 830514'09" West 80.59 feet to a set Y ineh iron pin; t~
N8th 14011'00' W.t 79.87 _t w a set Sl8 irw:h iron pin; thIftlce
Squth W54'Q9" Wet 200.9t9 fEMft to a sa! sm inch ton pin; thence
NtI1h 7Q"fJ71O" West 319.00 '.t J) a set 518 incjj iran,u,; ~nce
SOU:th 77-06'fJ(J!! West 267.75 fedl to 8 set 518 iMh ftX'l pin; thence
Sooth 87-06BJM West 335.19 f. to a set 518 inch ion pin lyiIIg on the Eastatfy bOtilndary at
CAMX.'S &lBDfVISION NO.2, all recard8CIln Bock 38 of Plets at P~ges 3248 and 3~49, reeGr'. of
Ada Cwnty Idih&; thence
North 00-15'11" W.t 560.14 feet.lIIIong the _aid Easterly boundarJI ~ Cards Subdivision Nil. 2
to . _ 5/8 inch iIrOIIl pin; tIw1ce
South 71~8'10" EaatiIQ3.90 f.t to. set 5/8 inch iron pin; t~
South ~54'OO. E.st 510.21 feet te . set 511 inch lran pin lylllQ ~ the ~id W.tt!rft rlght of
way eX State HWWVay 55 (Eage Read); thence
South 01"14'39"'W.t 277.00 fel ~ the fiaid WIIlWIy right c1way of State HW1way 55
(EIi'Qa Roecd) to _ POINT OF BEGINNING.'-
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WARRANTY DEED - NOTARY ACKNOVVLEDGMiNT(S):
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r 012084, lMfore me, the umdersignes, a Notllry Public in and fOl'
appeelled J. k~ or identified to me to be the peraoa(S) V'Jho8e nami(s)
~"inetru t, and acknOwfellged to me t.t heishelthey executad the SSI1le.
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My commission expirsB:
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ARTICLES OF ORGANIZATION
LIMITED LIABILITY COMPANY
(Instructions on back of application)
1. The name of the limited liability company is:
Sadie Creek, L.L.C.
2. The street address of the initial registered office is:
988 Longmont Avenue, Suite 200, Boise, Idaho 83706
~~b~qoE~~~~[IV
SE~j~1_~~~1E
.
and the name ofthe initial registered agent at the above address is:
Sheila L. Johnson
3. The mailing address for future correspondence is:
988 LonQmont Avenue, Suite 200. Boise, ID 83706
4. Management of the limited liability company will be vested in:
Manager(s) 0 or Member(s) [{] (please check ttie aAlropriate 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.
"'lIme'
Sheila L. Johnson
AddlV,~
Folio, Inc.
988 Longmont Avenue #200, Boise, ID 83706
2076 S, Eagle Road, Meridian, ID 83642
~ erson responsible for forming the limited liability company:
6. Signa r
Signatu .
Typed me. S L. Johnson
Capacity: Me~mber: --- . - ---1>0
Slgnature:~ ~;:'. _~
Typed Name: ._~
Capacity: President, Red Cliff Development
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Secretary of
use only
1_ SECliTMY IF STATE
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AFFIDAVIT OF LEGAL INTEREST
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STATE OF IDAHO)
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COUNTY OF ADA )
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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:
::;,:
$7P..,Ju::y ('1)~1 \{ _TNJ~ I J ('-01
(name)
/9~a ~~13o~nr; ~~ S4Jt~ t~
(address) J..{~ f>1 Jf? 8!b'ltJ...
to submit the accompanying application(s) 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 o:fthe 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).
J / 1/1.
Dated this _ t2 day of
,20 CJ 7
-
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SUBSCRIBED AND SWORN to before me the day and year first above written.
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KANDI HALL
Notarv 'ublfc
Itqte of Idaho
Residing at:
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My Commission Expires: .__'0_
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AFFIDAVIT OF LEGAL INTEREST
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STATE OF IDAHO )
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COUNTY OF ADA )
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~ Saray CO, John R. Ewing, P~r~n~r,
(name)
Boise
(city)
Idaho
(state)
1500 Eldor8do, Ste. ~
(address) .0;
being fIrst duly sworn upon
oathr depose and say:
~
or-
1. That I am the record owner of the property described on the attached, and I grant
my permission to:
Red Cliff DeveJopment
(name)
2060 S. Eagle Road. Meridian, ID
(address) .
~
to submit the accompanying application pertaining to tAat property.
L
I agree to indemnify, defend and hG:ld the City ofMmdian and it's employees
harmless from any claim or liability resulting from any dispute as to the iltatKnmts
confained h"erein or as to the ownership of the property which is the subject of the
application.
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Dated this 1 ~
, 2005
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SUBSCRIBED AND SWORN t
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My Commission JXPire~ t/ -2~
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PRELIMINARY
12.(1/2005
~D~COUNt~ .sTRE~ NA'E EVAl!ljA TION
SUBDP/f.SIO.N NAME: BIENVILLE SQUAAE SUB
AGENCY and AOE"CV FILE NO: Meridian: PP 05-059 v
SE~"t~O.N1 TOWNSHIP/ ~G~: 5 3N 1E
DEV6~OPe..R: ~.. ~TANLEY CdNSUL -mNTS ~m
The street nanie cemments li~ed ~.~re made by the meffiQers of the ADA COUNlY
STR~ ~ME CCiMMITIl!E (Onder the direction of the Ada COWlfy E...,ineer) regarding this
~ev~lop~nt in at1COrdance wit~ file ACJ.il County Street Name Or:dinance. e>verall final strEet
--na""s ara ~u~o c~ange at Fina' PT.:~hase levels due to dAJi,n Qhanges, time
resftaints and/or prtlilicfm) Rlcorded plat strEJlet aljgnrflents.
:t..,-:
tHE! fi9"~PW;NG EXIMING $~~T ~&SH.LL.APPEAR ON THE PLAT:
. ~EAGLE RD ~ . e.:-USTICK RD/.
T"E.fOLLOWlNG~-PROP08!o. ST.RJ:ET NAIlES ARE APPRO~d:
, E. B()U~BON S. .. . N. LEBCA.NC WAY - . E. PICARD ST ~
"II :l\
Tfll!-fiqLLQWlDld "ROPOAE!D STREe;T NAMES AR~NIED~
~Rom.ro 'Acadia . Castille . aU,ptlrttl allkftS
II. elt:faN M
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THE FOLLOWING CftMNGES OR C~t:CTIONS NEED TO B~ MADE:
A. eL.i~rI1 ~h $h~11 r~e.ltXe I ~. CtljUPl c.+. ~ hlb/()~
ireas.....choos. new natne'e for the..:l denMd Streets a~ye.
1/JfI~() .7ttl~ ~~ ~. ~~~
NOTE: IF 'FHERE ..wE CORRECTI<'NS ANThCMANGES @~OMMENDED, PLE~SE"MAK'E THESE C~tJES ON
THE ~UI;1DMSION PLAT ~}~E~"nT TQ'~ COMMITIEE. A IfINAL REVIEW WITH;NO CHANGES
REQUIRED.lNl) ~TCHING PLAT MUST BE iIlESEN'JIEDIIfO THE ADA "COUNTY ENGINEER AT 1'lME OF
RECORDING.
~. ~~?
A'l>A COUNTY ENGINEER lobnllliester Qtt: tf;;;;L DATE 1~/d5
;?/
MERIDIAN Representatiwo ~'~ DA>E /~(I j;('
~RE P~EMifMENT Representative ~ DATE 11- 2Il~()S
,ADA COUNTY IDGHWAY DIS. Representative~ dATE '7;(J,'h7'
ABA COVNTY.SHERIFF Representative :~ - ". DAJE I~ l~r6s-
NUMBERmG OF"LoiJ'S ~ BLO(J{S f4-11/Mit/;u bJ-k 9 1" fP'/?J <<act / ,-AJ ~ DATE /!~MS"'
~fJt;ltw/(.7JL-<5- '~'llaiuwb.-!../ - P) 0 'n '1/ 4/},. J.-J
Street ^jrovrA S6flt: .L t _' c-rrt ~n 7,,.1'-'::? ~~ Z 'nJ~ 5S'
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PROJECT NO. 19281.01.00
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DRAINAGE CALCULATIONS
FOR
Beinville Square
Ada County, Idaho
~
2&-Oct"2006 ·
'1 ~.'
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TAB~E OF CONTENTS:
Project Drainage Introduction
Calculation Method & Equations Usllld
Pre Development Calculation
Calc~lations by Area
Aooondix:
Drainage Basin's Exhibit
II:
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1940"8. Bonito Way, #140
Meridian, Idaha 83642
208-288-0573
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Beinville Square
PROJECT NO. 19281.01.00
"
DRAINAGE SYSTEM OVERVIEW
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Beinville Square is located within the City of Meridian West of Eagle Rd and South of Ustick. The site
consists of single-family lots, multi family lots, _and commercial developmen on approximately 27.4
acres. This report includes the drainage system basins with flow rates and design calculations.
EXISTING CONDITIONS
The project site presently consists of an empty field. There are 2 irrigation ditches that cross t\!le site.
The Finch Lateral borders the site on the south and and the Milks Lateral crosses through the middle
of the site from east-to-west. The area north of the Milks Lateral drains primarily to the west and a little
to the north across the site. The area south of lhe irrigation ditch drains to the Finch Lateral.
Predevelopment Q25 storm flows were calculated. The only runoff that flows into the laterals are from
the back of the the lots on the west side of the subdivision. No street runoff flows into the laterals. '"
This flow was estimated to approximate the predevelopment Q25 flow as is allowed by the Nampa &
rJleridian Irrigation District.
PROPOSED CONDITIONS
~
~
The onsite drainage will be conveyed by surface systems. The surface flow will be contained within the
pavement sections to designed low points where stormwater is treated with sahd/grease traps before
entering seepage beds.
"
CALCULA-r'ON METHODS
i-~
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The rational formula (O=CIA) was used to estimate the peak runoff rates for all basins. The 'C' values
were taken from Exhibit "A" of the Ada County Highway District poli<!y manual. In cases where there
were different runoff coeficients for a drainage basin, a composit runoff coefficient was determined.
The drainage area for each sand and grease trap is shown on the attached "Drainage Plan" drawings.
The average rainfall intensity is estimated from the "Rainfalllntensity-Duration-Frequency Relationship"
figure for a 25 year and 1 00 year runoff event. The time of concentration is determined by adding the
longest overland grass flow time andlor gutter flow time.
Calculations and spreadsheets are included with this report for all drainage improvements. A one page
"
summary displaying eq'uations and methods used is attached followed by a condensed calculation for
... each Basin area. IC
SOIL CONDITIONS
oC
..
Soils and subsurface investigation has not been completed for this development. Groundwater is not
anticipated to affect the proposectseepage bed dimensions, but groundwater depth has not yet been
determined. In the event that conditions or groundwater is encountered other than previously
expected, a revised design will be done based upon field conditions.
x
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Page 1 of 1
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CALCULATION METHOD & EQUATIONS
Time of Concentration Calcuations
N
From TR-55 ; Overland Grass Flow
0.007[(n)(L)]0,8
T, -
(P2)0,5(!;)0,4
= 0.29 hours
= 17.66 minutes
T1 = 18.0 minutes
From TR-55: Gutter Flow
V = 20.3282 (st~
= 1 .44 ftfsec
T2=
L1V
397.9 seconds
6.6 minutes
=
j,~
T2=
Total Tc =
TcW'
+
T, +T2
24.6 minutes
Q~ Calculations (Rational Method)
~
Beinville Square
PROJECT NO. 19281,01,00
T, = hr Travel Time
n= 0.24 Manning's Coef.
i,
L= 50 ft Length of Flow
pOL 1.2 in. 2 yr-24 hr Rainfall
2-
s= 0.01 fUft Average Slope
T2= sec Travel Time
V= ftfsec Average Velocity
s= 0.005 fUft Average Slope
L= 572 ft Length of Flow
...
0'00 = (C)(I,oo)(A) A= 1.40 acres Drainage Area
0,11I= 1.28 fe/see C value= 0.50 Runoff Coeffecient
.
025 = (C)(125)(A) 1,.= 1.83 in/hr 100-yr Intensity
025 = 0.9! ft3/sec 12"~ 1.36 in/hr 25-yr Intensity
Sand and Grease Trap Calculations.(A1 & A2 combined)
roat Area At = a I In
=
4tf
02s1At
0.24 ftfsec
1000 allon
Velocity through S/G Trap=
=
Size of S/G Tra =
...
Volume Calculation.
Runoff Volume = Area of Hydrograph
= (0.5)*(1 hr storm)*(Peak Flow)
. 2306 ft3
Add 15% 346 ft$
Req'd Volum~ 2652 ft3
Trench Volume Calculation. Combined with A2
..
.
raps
Baf=
Wi=
12 in. Baffle Separation
48 in. Inside Width
1 # S/G Traps
A = 1.40 acres
C value= >~'0.50
Ave Tc= 24.6 min
Ip = 1.83 in/hr
Ave 01.= 1.28 ft3/sec
10
Runoff Coeffecient
90
Intensity value
100-yr Peak Flow
Storage/ft = (Vr)(D-1 )(W)
= 21.6 tf
Sidewall Perdft = (D-1 )(213)(2 sides)(Pr)(1 ft/12")
= 5.33 ft
.' Endwall Perc = (Sidewall Perc)(W)
= 48.00 ft3
Trench Volume = [(Length)(Storage/ft + Sidewall perdft)] + (Endwall Perc)
Trench Volume = 7131 ft3
...
!;
Trench Dimensions
*D = 7 ft
W= 9ft
L = 263 ft
Vr = 40 %
Pr = 8 in.lhr
*Includes 1ft Freeboard
Width
Length
Drain Rock Void Ratio
Percolation Rate
.,-;
Required P~nd Volume = Pond Volume - Trench Volume
= -4480 ft3
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I:l Pre Development Flows
II
Beinville Square (t u
PROJECT NO. 19281.01.00
-- - ..
'Time of oncantration . i,
Form TR.55: Overland Grass Flow I'.....
Manning's Coef. n= 0.24 0.24 1-'-1
.\.".--
" Length of Flow L= ft~ 718 1300
Average Slope s= in/in 0.007 0.003
I
2 yr-24 hr Rainfall P2= in 1.2 1.2 ~
., ...
Travel Time T1= min 172.00 387.00 fi
(.From TR.55: Gutter Flow ~
Average Slope s= ftIft 0.001 0.001 l!i
..
Length of Flow ;f! L= ft 0 0 i.
Average Velocity '" V = ftlsee 0.64 0.64
Travel Time T2 = min 0.0 0.0
Total Time of Cone. Te= min 172.0 387.0
Qp-Ir Calculations (Rational Method) ~'
Drainage Area.: A = acres 16.30 9.82
Runoff Coeffecient C value= 0.10 0.10
~
100-yPIlntensity 1100 = in/hr 0.46 0.24
25-yr Intensity '23'= in/hr 0,35 0.19
Peak Flow (100 year) 0100 = ftS/sec 0.75 ~1 0.24
"
Peak Flow (25 year) Q:!5 = ft"/sec 0.57 0.19 -
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PROJECT NO. 19281.01.00
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AQpendix:
Drainage Basin Exhibit: Sheets 1-2
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n:e.: 0.24 0.24 0,2' 0,24 0,24 0,24 0,24 0.24 0,24 0,24 0,24 0,24 0,24 0,24 0,24
l" It 50 35 55 118 104 5ll 78 55 42 65 10 65 32 32 32
I~ In/ln 0,01 0,01 0.01 0,0105 0,02 0.01 0,001 0,01 0,01 0.01 0.Q1 0,015 0,01 0,01 0,01 0,01
P2= .m 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1.2 1,2 1,2 1,2 1.2 1,2 1,2
T,.. TIme T1!1;: mill '.18,CCl 13,tIll 19,00 :\4,1)!1 24,00 18.00 63,00 19.Q9 15,Qll 22,00 23,Oji 11.00 12,00 12,00 12,QI) 12,00
Gu~r ;tow 0
r;:; Ml 0,_ 0,005 o,l1Il5 0.01 0,001 0,1lli6 0,013 0,005 0,00ll0l 0,11IIII1 0,008 0,00' 0,006 0,0011
ft 572 .. 244 475 - 372 411 411l!l 475 SJ 236 263 422
1,44 1,44 1,44 2,03 0,64 2,32 1,97 1.94 1.82 1,93 1,51 1,82
T2.- mln 6,6 3,5 2.8 3,S 12,1 3,0 3,2 3,9 4.1 5,; 2.0 2,8 3.9
To" mln 24.. 'till 21,1 3Cll 24.0 21.9 ..1 22.1 180 31.2 2lU 23.1 17.1 14.0 lol., lS.l1
A= acres lAO 0,41\ 1,10 0,1!!l 1,60 ;,20 0,85 1.(lIIJ 1,10 0.5ll 0,80 0,93 1.20 OAO 0.5ll 0,1Al
Cv~ 0.50 0,50 0.50 0,15 0,15 0,50 0,5ll 0,50 0.50 0,15 0.75 0,5ll 0,75 0,75 0,15 0,75
l00-yr Inllf'lillf 1.83 2,35 1,. 1,54 1.B5 1,S8 0,55 1,92 2,24 1,!li 1,72 1,91 2.57 2,50 2,40
1,36 U9 1,'tJ 1,14 1,:Il! 1.46 O,liII 1,42 U2 1.3,$ 1,29 lA2 1,84 1.79 1.73
'1.28 0.47 1.75 1.68 0.18 0-4,5 1.19 0.36 1.55 O,~ '1.23 0,68 1.03 0,89 192 2.07 0.77 O.!U 1.62
0.95 0,34 1,29 1,25 0,14 0,33 0,88 0,27 US 0,11 0,89 0,50 0.11 0,66 1.43 1,49 0,55 0,67 1,17
I\llI 1001
1
12x48 12x41 12x48 12x08 12x48 12xU 12%48 12 x <<II 12 x48 12x48 12 x48 12x48
Thro.u.r- 4 4 4 4 4 4 4 4 4 4 4 4
lIPJ>IIY...uP, SIj 1_ ViIiIIf 0,32 0.31 0.22 0,29 0.11 0,22 0,13 0.36 0,37 0,14 0.17 O,:IlI
VOiF .' 3152 3029 2136 2711l 1728 22111. 1215 3726 -- 211I6
It' 473 454 321 418 259 333 182 5.: 253 437
V<if ft' 3625 3i!I3 2459 3207 1l1i117 2651 l:ii7 3974 4285 1~1 3353
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January 23,2007
Meridian Planning and Zoning Dept.
660 East Watertower, Suite 200
Meridian, Idaho 83642-2300
Subject: Bienville Square Subdivision
I, the noted Engineer for this project, hereby certifies that the street centerline elevations were set a
minimum of 3-feet above the highest established peak groundwater elevation.
Sincerely,
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Stanley consuItanff'c. "" .
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Stan L. McHutchison
Sr. Engineer
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fro 2109 (Rev 05-03)
Ri,~t-Of..WayEncroachinEU1t Application 'And Permit
Approaches And Other Encroachments
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Permit Number
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Route
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Appliea Ion Date
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Segman(
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Project Number iI'!
ell Milepost C/L Station
/ " . 0 Right 0 Left ,0 Right 0 left
DistanCe Frwn Nearest App.troach (both'dlrectlons, both sides of roadway) - Show on Plan
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Sight Distance
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Appr~~h ,
Culvert (If req'd)
~proach Type I2f R~tIal (SF. MF)
Oth~r (.xplain)
Multiple Approaches ._
o Ves. Attach Sheets
o Ves Attach Sh~ti
D." Bu.~ss Type
AWlcultural 0 ~nwrclal (LT, /-IVY)
\^Jidth I Size
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NlI!llber of lal1fill
o Inspectkln Fee Required
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Access Contr.l TWlQ (I-V)
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Access Perm" Type
o Perfonnanae. Bond Required
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RQadwtiy Typa.(Un:.n. Rural}
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t8J New Approach 0 M0diflcatiCn
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o Exchang~ 0 Change i~ Us.
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Attach thMollowlng=
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1. A",compl'" Encroachmen~ ChacJdlst, applicable ownership doc;uments, multiple approach permit ahM:ts. ~
~. W~ authorizatfo~ from u... o~er' (if needed). ~
~.. '3. Plane or drawing. (3 sets) showing pflbpoMd work, approach location., draInage detal.., landscaplllg,
.plng plans, and traffic control. (I~e Department roadway alignmerlt or profect plans when a~able")
4. S~lal Provisions and Tr;mc g~nfrol Plans.
I.certlfy that I am th. OIYner or Authorized ~.~ve of the p~~ to be seIYed and req~ permil;Slon to C(Jl1tJ'!,Jet the
abet"" faCilltilS within the Stlte 'HighWay JlVght.l-oC-W4' In acibGrdance with the Genibl ProvlllonllpJiRtMl on the re~ llde
efJh.fORnt thEl Special Pl"Cltlalons. and the Plsns made a part orthit permit, Th. pennit SHAlL BE VOID if.e1hwrk is not
<dnplet~ and the Oep~.has.n4ll mIide tIM. inlpectioA and approval lI6i1 ope }'ear (If the lssua~ date.
.s fWne AddMs:' City StI>> 2lp
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I. Durin, die progte8 of all work. traffic control devicw shall t..rercted Ind mainttincd ~ 1le'ces9\UY or lIS directed for tfj prot..., oftbe ttaYeling I
public" All traffic control device! s~1 conform to the Manual on Uni/or", Traffic Control D.,!as for 8trH13 OIC Highflays (htest cdition1")!Par~d _
___L_~ i\.. . i: :1, ,
equip.ent IDlllltorcd IIWmals -shall be4s rar from the main traveled 'hi)' as fe6iblc. Itemlle'ft overnight within 30 foct oflbo main tmv,led waJlshll'
be'~~.d.endlor protected
2 By siinmllhls penni~ ~pinnitt4e, hi.dllIigJlll:ed repRd5ntativc' or SUCCClaOrs, ~ to indemnifY, sa'l!hBrml~s, ~ ~ regardfeSi ofloutcome
tht Stm; from thS'Cfcpenas of and lillhi!t a~ s':!1tt or claims, including costs, ixpenw, and attorney fcclJ that may be iJllUlI"Cd by ttiilSon of Illy ~t ~~
omission, neglec~ 01' milcondlJlt ofthit' peIOlittie or its contra~or In tl1t ~ construction, and maint'elllllce of" walk. iJ!,ich is the lIubjeet ofthill
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pemul", ..' ,_ _ .,
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3" ApproiMe~lI be' for the bona' fide .~;,e~ of secQ(ingoacceUaDd not for parkinio <<Inductilll busines!, 01 servieln, ~ on the highwal right-
of-way" . . "r; " '<
4. Any disturbance ofth. highway llI1il/or ~ control evi~ii:ui be restored to the satisfacti~~ of the DiStrict EIIgiMcr,
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~ Ifthc WOllE: done 1*JcI thiJ:pcmit interf'er~ F- my w.y with ~$lcRinJ~ oftM~ high~. the permittee 1ilta1l, it III_ 0XJIIPIe, IIlIIb ..ell
comtti.uljj* n~ or fl'di!ect8d by ~ Distrlit liPlhwtt,
Upon co~lttJ>n offhe: pemlittcd ~1!, 611 rotII$ and d8brlsJbIll be iIJmWliatdy remo'lCd from the \Wrk: II'd to the s.... . 1Ul of1he DfstriClt E~"
~~bII.in permitted IbtIl conform to c~t aovtmmenllli1d industry ~daPunlIir tho supuvision IOd to;the. ~taJ1 of't!lc District
~ lUld t!III tIItirc expcmse ofllid lII~on ahall bc~ by the penI'Ii~
8, Tb1iPC8l1it 01' Jrivilce snutcd __ lID 0111191baU ..t be deemed or held to be lDl excluai~ one IrId !IhMl.l\Ot~'" ~ from ,"'lIlIY of'
illihW1w&)'1) 11I'-' at public p~or IItftM iff ri&bt to fuU V\lpervilfpntnd centrol over all or any pEt of1lllm, ....r... isblrtby IGm:lldetod
11cJ Depirtuut TeIl'rvoaotbe richt to make Itan.J -- such motiQltion,_dition, repair, reIo_on. "" removal ofan 9IIaI ~1I) II: b
IIppWfcDInces or Illy cn~~~(iI) M 1Mbjelll(lI) ~ by thit'peimit WIthin tl>>bighwa::r:.nllHf.WllIY_ may be....,. m pemait the n:Ib--
~ ~ ~_m.i~ofthc hi&hway ..valID providoproperPftl~ ID lifc.and~~."~. hiIh~
9, 1mt .modif19tion, re1ocitWn. or tefIOvAl.required d1ao in part to ne,Fp\lCII oftbe ~I be ~ at ~ IQle expeile of$e permiu.. 1JI
'lllCh .~ rckloatiOD. or nIIIlOvaI by.. permittee 4IIU be ooflli ~ch i .._~ will c). ~ J.Mt inttrftnlCe wifti &o1raveIiat p1b~
~r:~ of. SfI8'i'Wo*, ' .
lO",~Dfptb.w4f. ~ ~~ ~ ijnpHl)'t, cjWmirWitbi.!,-~t~of'8.e ~J-e~ ~UIIMIIJtcId ~p-.inco~to COiDIlIJ-Mh
_~.u or. ~ JeqlJ~or~__lIetibrthOlithlbu_~or~",~ fiiilJtD)JedCll'Cllpplywilh
~ ~ ~ if~J7.h. iIintiture. CII' iIl>.Jeet ~riIn Pted is:Dotlilllta1llli 011.... md nain~ in c:ouf~ pwidi, '
11. '. ~ pcnnitIIo *fI ~,~ iu m~ .11IIlIt!lt:'eJwro~lfur whiQk thb.:~:iI,gnin1all, r.
12 lDJpeiIti- of tho pcnniUId wo~. ile pcrfi1~d it any dIM ~ enSure COIIIPlitnQe _ tbI ~-nlI of I!i. permit. no StB 1IIdJ-=
~b1u.epenilit8ctbr~ ~.~u-.rthe SI*WProviliouloftil pmnit. '
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13~ ThJ~ ~ iU~..... ~d OllUip--~voIved in ~colllttUCticnof'the~.nd ~tp~ ~ ilrilU...
I\.nnWti...,......pipl;.fuizo IJllI'i&d on" ptIItnit1112'_miDimum), 'curb, nIifr, con~ Mo., ~~, ~
Wlltkmanihip .l\haU ~rm to ~t goYmUn\!llt Cld induahy 1tIndarcfa.W ..-c;l\1bj1l:t It m.pe.tion by tbI DeJlUmCl!.
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17' ~fiw,(S)~pdar.. _ . " ~..~ifWorlc~~:~1t_~by'b~
1" =~..~or~~O:.!t ~~tl!lbject.P*abylhll~anrtquiraj!.-.~*.~~~eQtOf
. H....qull't~ Staff R8V1wi _::- Dlatlfct Staff .... '.
"Re\lliMM Date' Rec:anR1encWim!>1 Revi... Oa" R~d.iGR
~~ l!~ D.Yel' C "No. ~-" 'f-rr 0 V.I Nd
---.- . 0 Yee' . 0 No. ~ ''''';-0 0 Yes No'
o Yes 0 No. _0 - 0 Y. No
o Yes 0 No* ~ dtj-'{j .. rJtt . 0 YEll ~ No'
D yea: 0 'tJo* . -~~:< .~ ,~~".~ ,k'" ' 0 Yer '~;No.'
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ITO 2109 (R!V, Q4.03)
RlWane SIIIa I
General Prov1s'ons
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OTE o ~~ 0 Approve
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Re\4lew ,~ Reviewer D.. Reccdn~ndation
- o Deny 0 Approve
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Hearing. Ofb - - o Deny 0 App~
Director ...~ o Deny 0 Approv
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*Ati'ach i'$alJOn(s) for dulal end/or racommlndl!ltlons for val1agQ8;,
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TO:
Rob Haget I Bob Unger
FROM: DISTRICT THREE TRAFFIC
SUBJECT: ENCROACHMENTS PERMITS
A permit has been issued to
for
PERMIT NO,;
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3.0S-066
1 New Approach - Right-in/Right-out only
$~b Ha~t I Bob U6r ~~'
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Encroachments Satisfactorily Completed
RETURN TO DISTRICT THREE TRAFFIC
Date
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Permit NOl 3-0S-<lmS
Highway SH-55 (Eagle Rd.)
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81S0 ChlndWl Blvd" .
Boise, 1083714-1367
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SPECIAL PROVISIONS
Permit 3-05-066
S"P..l Traffic Control
S.P" 4 Ballast for Approaches & Mail Box Turnouts
S .P. 5 Widening of Roadways
S"P" 6 Landscaping
S"P.. 9 Filter Fabric
S,P.. 10 Materials
S,P. 11 Monuments
S ,p" 12 Seeding
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ITD shall b~ in receipt of the following prior to construction on State Rigbt-of- Way:
. ITD approved Consttuction Plans for highw~>, improvements.
. ITD approved Traffic Control Plan..
. Performance Bond or Cortificate of Deposit in tb.e amount equal to the cost for the
highway improvements or $250,OOOJ,lO whichever is l88s,
. Selected company for consttuction inspection,
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SPECIAL PROVISION I-TRAFFIC CONTROL
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No wOIk will be allowed during hours of 5:30 AM to 9:00 AM and 3:30 PM to 7:00 PM on the
followin hi hwa sections:
1-84 M.P. 24.839 to59.920
1-184 M"P" 0,,00 to 3 ,620 (This covers from 1-84-
US-20/26 . M.P. 47.290 to 48.5d.2 to 13th 81., the Connector
* All other locations will be approved on an individual basis.
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All Traffic control plans will be apprf>ved qy the District Tftiffic section before wo:rk bejins.
SH-44
All work involving lane closw'es 01' lane restrictions will be done as night work. (Night wo1k: is
defined as between the hours of 10P"M" and 5A.M,,] ·
This a lies to the follow' . hwa sections:
1-84B M.P, 0.948 ",0.150, 19.680 - 20,520, 50~80-
f::I.. ~.
Caldwel1/Nam a business 100 61.797 '
SH-55 Ea Ie Rd. M.P. 11.233 -84 to M.P. 18.004 SH-44
SH-44 M..P" 12..320 (SH-16) to M,P. 0.00 (US-20/26)
. Glennwood & Chinden
US-20/t6 >>1 M.P. 33.267 (Star Rd.) to M.P>il52 ,812 (1-84)
<'l [Broadwa Interchan ,
1~4 M.P. 24.839 t059.920
1-184 M"P. 0.00 to 3,,620 (This covers from 1-84 to
US-20/26 M.P. 47.290 to 48.512 13th 81., the Connector'
When wOIk is being done the signing sequence shall include a sign to identify the contr'actor and
the utility company, with the utility companies contact number"
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Aft flagging personnel shall have a cWJ'ent State of Idaho flagging certification"
HOLIDAY WORK: No work shall oeew' during Holidays per section 108.04 - Limit or
Operations, paragraph thIee; of the ITD specifications fot' Highway ~onstructiCl..l). Holidays ~U'e
defined in Section 101.12~j SH-55 from State Street in Eagle, extending south to 1-84 shall also
include the Friday precedinl a thI'ee day holiday under the ''NO WORK RESTRICTION.'~
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SPECIAL PROVISION 4
BALLAST REQUIREMENTS FOR APPROACHES
AND MAILBOX TURNOUTS
BALAST SECTION FOR APPROACHES:
PAVED APPROACHES:
~15' - %" Plantmix Pavement Class musing PeIfounance Gtaded Asphalt Bindel', PG 58-28 or better.
0,,35' - Type "B" %" Un1Jbted AggI~gate fm Bascf
BALLAST SECTION FOR MAIL BOX TURNOUTS:
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Plant&tt - Match the adjactll:lt roadway, except where the ~xisting plantmix is thicker'that 0.4'. The
maximunHhic~ss of plantmix fOI'mai1box tUIllouts shall b8-0.4'. 'fI:le, plantmix pavtment shall be %"
Class m using Performance Graded Asphalt Bindel', PG 58-28 or betar."
Base and Subbase - Match tb adjacent base an~ subbase. The ballast st!ttion shall be e1accd n~ thinner
thaffO .35' Type "B" %~' Untreated A8gM.gate ~r base, and 0 ,70' f~ subbase..
Geotattile - Geotatile shall be plaHd bcrtween the subgxado and the subbase.. The geoteJftile shall
fimction for subgxade s!pacation and draina~..,. The Ftextilc shall be Drainab1e and Non-woven with th!;
strength ofa Subgradc Separation Geotextile Type IT ~I 718.07 and with the Parmittivity and AOS or
lI8.0S-Drainage GeoteKtil...
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SPECIAL PROVISION 5:
Widening of Roadw~ys by Pennit
Original shoulder width shall be retained~ Any widening oAhe roadway shall include
widening to attain original lane widths, original shoulder width and all designs shall meet
ITD standards"
Widening for center turn lane shall be done equally on both sides ofhiihway ~ Cente!' of
twn lane shall be center ofroadw~~ J,I
This provision shall supercede any plans"
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SPECIAL PROVISION 6-LANDSCAPING
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Berms and/or fences will not be pennitted within the State Highway Right of
Way.
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Only flowers, grasses, sluubs and trees with a mature height not to exceed
three (3) feet or trimmed with no limbs between three (3) feet and five (5)
feet in urban areas and tlu'ee (3) feet and seven (7) feet in rural areas will be
allowed wit1lln the sight triangle at COIners and the safety clear zone of the
State HighwaY.)$ F.< '"
Trees with a mature trunk diameter of over six (6) inches are not allowed in
the clear zone in rural areas. When there is a barriep-curb, trees ar'e allowed if",
they do not interfere with sight triangles or State Highway signs.
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Landscaping shall be short enough or trimnied so it doesn't interfere with
State Highw~ signs"
No rocks over four (4) inches maximum size will be allowed within the Stlfte
Highway right of wl\Y. "
Sprinkler heads shall be no closer than five (5) feet from the pavement edge
and shall be adjusted so as not to cause water to covet' any part of the
highway surface.
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Landscaping shall be placed so as not to disturb the normal drainage patterns
within the State Highway Right of Way.
The permit holder shall retuIn to OIiginal condition and re-seed all areas
disturbed py his construction within the State Highway Right of Way to the
satisfaction of the Disttict Engineer..
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Repair of landscaping due to highway maintenance shall be the
responsibility of the permittee. The State will not be responsible for or
participate in any repair or maintenance costs. '3
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Special Provision 9: Filter Fabric
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If filter fabric is encountered while digging work shall cease, the area
maintenance foreman or regional engineer contacted and filtef''fabric shaJl be
repaired" Repair shall consist orcutting out and replacing damaged material.
. New material shall overlap a minimum of two (2) feet beyond damaged area
and be attached to existing materialw
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SPECIAL PROVISION 10
Materials and Workmanship
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All materials and workmanship that are incoIporated in the pernritted operation shall
meet all requirements ofIdaho Transportation Department's Standard and Supplemental
Specifications for Highway Construction and any pertinent design standards,;!
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SPECIAL PROVISION 11: MONUHENTATION
IDAHO STATUTES
PROFESSIONS, VOQATIONS, AND BUSINESSES
CHAPTER 12
ENGINEERS AND SURVEYORS
S~1234.;, MONUMENTATION -- PENALTY Alm LIABILITY FOR DEFACING. If any
person shall wilfully deface, injure or remove any signal, monument,
buildinK or other object set as <I permanent boundary survey marker by a
registered, professional land surveyox, he sH~ll forfeit a sum not
exceeding five hundred dollars ($500) fo~ each offense, and shall be
liable fo~damages sustained by the affected ~rties in consequence of
such defacing, injury ox' removal, to be recovered in a civil action in
,e.ny court of competent jurisdiction..
TITLE 18
CRIMES AND PUNISHMENTS
CHAPTER 70
TRESPASS AND MALICIOUS INJURIES
TO PROPERTY
18-7021, INJURING MONUMENTS. ORNAKENTS, AND PUBLIC IMPROVEKENTS, Every
person, not the owner thereof, who wilfully rn4rs, diSfigures, breaks or
otherw:iJle injux'es. or !Wlests, rerw>ves or destroys, any work of art.
monument, landmaxk, historic structure, shCllC1e tree, shrub, ornament'l!tl
plant. or useful ox ornamental improveIIIe1lt, is guilty of a misdemeanor"
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SPECIAL PROVISIONS-SEEDING
PROJECT SEEDING \<
fhis work shall consist of seedbed preparation and sowing seed on prescIibed artas in accordance
with these specification~,
MATERIALS
Seed shall be labeled and meet the standards of the Fed&al Seed Act and the Idaho State Seed ,.
laws!;'
SEED
The following seed mix as marlce'd shall be used on this project:
CJ i!1 Norther~lhigher altitude: sites~J
Grasses:
LBS BULK SEED/ACRE
"Dw:ar" Hard Fescue (FEOVD)
"Gallison" Meadow Foxtail (ALAR)
"Manchm" Smooth Blome (BRIN)
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Legume:
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White Dutch CloveI (TRRE) L
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GlasSes:
LBS BULK SEED/ACRE
"SoEIar' Sneambank W p, (AGRI)
Si_Iian WI1~ (AGSI)
"Ephraim" Qested W..G.
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Legume:
Ladak Alfalfa
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Total 27
iEASON OF WORK
Seeding on this project is to be done!' in fall betw~n Septemb~1' 15 and Novembet' IS ,
Seeding operations shall not be done when soil is too wlJt 01' dIy, frozen, o[~Iwise untillable,
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2 yr-24 hr RlI!nltll' P2= in 1,2 1.2 1,2 1,2 1.2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1.2 1.2
TrlIv'liTi"lll T,= ,., 18,00 13,c,l 19,c,l 34,00 24.00 18,00 53,1lfl 19.00 15,00 22,00 23.00 11.00 12,00 12,00 12,00 12,0(1.\
s= ftIIt o,dI05 o,lIII 0,005 0.Q1 0,~1 o,bilI! 0,013 0,005 0.0094 0,0091 0,008 O.~ 0,008
1II ft "2 3011 24+ "5 4!8 372 411 2IIIl 460 475 5. 263 422
V= 1.44 1,44 1,44 2.03 0,64 ~5~ 2,32 1,44 1.94 1,82 1,93 1,57 1.82
T,'>i 6,6 3,5 2,8 3.9 12,1 3.0 3,2 4,1 5,1 2,0 2.8
Totlll T.il'mt'Of Cone. To" - 24.6 111I 21.11> ..0 24.0 2'1.1 7.' 22,9 1'-0 25.2 :11I.9 23,1 11.1 1<110 fJd
Ii = .... 1,40 0,40 1.70 O,llI! 1,SJ 1,20 0.85 1,00 1,10 0,50 0,93 1.20 0.40 0,50 0,90
c_ . O,SO 0,50 0.50 0,15 0,50 0.50 O.SO O,SO 0,15 0,50 0.75 0,75 0,75 0,75
1,83 2,35 1,98 UN LX 0,85 1,Q2 2,24 ll1ll 1,72 1.91 2,30 2.57 2,50 2,40
1,36 1,69 1,41 1.... 1.38 1, 0,64 1.42 1,62 1.34 1,29 1,<12 1.111 1,~ 1 ,'Ill 1,73
1.28 0,67 1,75 1.68 0,19 0,;6 1.19 Q,3B 1,55 0.96 1.23 0.58 1.03 0,. 1.92 2,07 0,77 0,. 1.62
0,95 0,34 1,29 1,25 0,14 0,33 0,88 0,21 1.15 0,11 0,89 0,50 0,77 0,66 1.43 1.4' 0,55 0.61 1,11
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ft' 413 454 321 418 259 333 182 518 - 253 431
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ft 9 9 ;II 9 15 15 9 9 10 10 10 15
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