ApplicationTRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
Mayor Tammy de Weerd
City Council Members:
Keith Bird
Brad Hoaglun
Charles Rountree
David Zaremba
To ensure that your comments and recommendations will be considered by
the Meridian Planning and Zoning Commission please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: 9 -May -13
Transmittal Date: April 29, 2013 File No.: CPAM 12-007 AZ 13-003 PP 13-007
Hearing Date: May 16, 2013
Request: Public Hearing: Amend the Future Land Use Map contained in the Comprehensive Plan to
change the land use designation on 6.8 +l- acres of land from Mixed Use -Community (MU -C) with a
Neighborhood Center (N.C.) overlay to MDR (Medium density residential); Annexation & Zoning of 25.8
acres of land with an R-8 zoning district AND Preliminary Plat approval consisting 99 single family
residential building lots and 16 common/other lots on 25.75 acres of land in a proposed R-8 zoning
district for Woodburn West Subdivision
By: Northside Management
Location of Property or Project: north of W. Ustick Road, approx 1/4 mile east of N. Linder Road
_Joe Marshall (No FP)
Scott Freeman (No FP)
Steven Yearsley (No FP)
Michael Rohm (No FP)
Macy Miller (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
—Brad Hoaglun, C/C
Keith Bird. C/C
_ David Zaremba C/C
_Sanitary Services (No VAR, vac, FP)
Building Department/ Rick Jackson
Fire Department
Police Department
City Attorney
Community Development
_City Planner
_Parks Department
_ Economic Dev.
City Engineer
Your Concise Remarks:
Meridian School District (No FP)
_ Meridian Post Office (FP/PP/SHP only)
_Ada County Highway District
_Ada County Development Services
_Central District Health
COMPASS (Comp Plan only)
Nampa Meridian Irrig. District
_Settlers Irrig. District
—Idaho Power Co. (FP,PP,CUP/sHP only)
_ Qwest (FP/PPISHP only)
_Intermountain Gas (FP/PP/SHP 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
_ New York Irrigation District
_ Boise-Kuna Irrigation District
Boise Project Board of Control / Tim Page
City Clerk's Office + 33 E. Idaho Avenue, Meridian, ID 83642
Phone 208-888-4433 •Fax 208-888-4218 + www.meridiancity.org
Hearing Date: May 16, 2013
File No.: CPAM-12-007
Project Name: Woodburn West Subdivision
Request: Request to amend the Future Land Use Map contained in the Comprehensive Plan
to change the land use designation on 6.8+/- acres of land from Mixed Use —
Community (MU -C) with a Neighborhood Center (N.C.) overlay to MDR
(Medium Density Residential).
Location: The site is located north of W. Ustick Road, approximately '/ mile east of N. Linder
Road, in the SW'/ of Section 36, Township 4N, Range 1 W.
File No.: AZ -13-003
Request: Request for annexation & zoning of 25.8 acres of land with an R-8 zoning district.
File No.: PP -13-007
Request: Request for preliminary plat consisting of 99 single-family residential building
lots and 16 common/other lots on 25.75 acres of land in a proposed R-8 zoning
district.
C�/ (fEPIAN ti. Planning Division
COMMISSION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that
❑ Alternative Compliance
❑ Annexation and Zoning
❑ Comprehensive Plan Map Amendment
❑ Comprehensive Plan Text Amendment
❑ Conditional Use Permit
❑ Conditional Use Permit Modification
❑ Development Agreement Modification
❑ Final Plat
❑ Final Plat Modification
❑ Planned Unit Development
'Preliminary Plat
❑ Private Street
❑ Rezone
❑ Short plat
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment
❑ Vacation (Council)
❑ Variance
❑ Other
Information
Applicant name:
Phone: Z'5#,}•. 4 rS<" Fax:
Applicant address ! s'r # lz'a e 0 Zip: E-mail- jfi =' - &)z
Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned J3 Other4 p
itN !
,,gg
Owner name: e sa'i ) `t+b i.0 J t {,_ L r- _ Phone ° � a • Fax: JU C
i
Owner address: L d6 Zip: r E-mail: A9 y
Agent name (e.g., architect, engineer, developer, representative) _t1' w
0
Firm name:�e � � c
Phone: Fax: -�.
Address: 4
F t,a' Nli\ i� t. Zip: - d Emil "-" ( )Aj ,"6",)�
Primary contact is:,,ETApplicant ❑ Owner O'Agent ❑ Other
Contact name: /S11 .`t.E `r, e.+ Phone Z 'ma - i's' ° Fax: A?e
c
Contact address: L ,s" te:%N,a?svz_ i `s Zip:2 ;n `{..r r.' E matl .is.LE'Q
Information
Location/street address:
x Assessor's parcel number(s): Coa e6, i'r&'_55
�aa,,1,°,2{a;�Zio
Township, range, section: Total acreage: � z , `t:
Current land use: m Current zoning district: ,1'
33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
1 (Reis. 02/082013)
Project/subdivision name: j8fW od
General description of proposed projecurequest:
Proposed zoning district(s): _
Acres of each zone proposed:
Type of use proposed (check all that apply):
Yk Residential O Commercial ❑ Office O Industrial 0 Other
Amenities provided with this development (if applicable):1'�r
I.
Who will own & maintain the pressurized irrigation system in this development) 69IGi S
Which irrigation district does this p�ro rty lie within? i
Primary irrigation source: 771,U' iii Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point ofconmetion is City water):
Realdendal Project Summary (if • licable)
Number of residential units: C" Number of building lots:
qj
Number of common and/or other lots; mi r Z 06-le'r
Proposed number of dwelling units (for multi -family developments only):
I Bedroom: t0 2or more Bedrooms: y� ,,��
Minimum square footage of structum(s) (excl. garage): 11i 66 Proposed building height: 3J(Lx
Minimum property size (s.f): 5, (fin Average property size (s.f.): -706
Gross density (Du/acre-total lard): 3 011- Net density (DU/acre-excluding roads k alleys):
Percentage of open space provided: .3.1 I � Acreage of open space: 5A i' A6
Percentage of useable open space: 3.671 AC! (See Chapter 3, Article G. for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc): ISL vFIV
Type ofdwelling(s) proposed: 14Single-family ❑ Townhomes O Duplexes ❑ Multi -family � fW
Non-residential Project Summary (if applicable)
Number of building lots:_
Gross floor area proposed:
Other lots:
Existing (if applicable):
Hours ofoperation (days and hours): Building height:
Percentage of site/project devoted to the following:
Landscaping: Building: Paving:
Total number of employees: Maximum number of employees at anyone time:
Number and ages of students/children (ifapplieable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name:
Applicant signag
Date:
33 E. Broadway Avenue, Suite 210 a Meridian, Idaho 83642
Phone: (209) 884-5533 a Psesimile: (208) 888.6854 a Website: www.meridiancity.org
2 (Rev./i/29//1)
April 18th, 2013
Mayor de Weerd & Meridian City Council
Meridian City Hall
33 East Broadway Ave.
Meridian, Idaho 83642
RE: Request for Comprehensive Plan Map Amendment, Annexation/ReZone & Preliminary
Plat Applications for 3335 North Cooper Lane, Meridian, Id.
Dear Honorable Mayor & Council Members:
On behalf of my client, Heartland Homes, LLC, please accept this application for a Comprehensive
Plan Map Amendment, Annexation/ReZone, & Preliminary Plat for three (3) parcels located at 3335
North Cooper Lane, Meridian, Idaho. The site is located just East of Linder and North of Ustick
roads. The properties will be annexed into the City of Meridian. The site is bounded by Sienna Creek
#2 on the North, Woodburn #1 on the East, Undeveloped Land (RUT/MU-C Comp Plan) on the
South & Undeveloped Land (RUT/Medium Comp Plan) on the West.
We are requesting the following:
Request 1: Comprehensive Plan Map Amendment for the portions of land that indicate MU -C. Our
desire is to re -designate these areas to Medium Density Residential (R-8). Adjacent development to
the East (existing R-8 developed), proximity/detachment from Ustick Road (500' +/-) and an
existing home/parcel that exceeds one (1+) acre on the most Southeasterly boundary of our
proposed development justify a modification of the Comprehensive Plan Map to properly blend
land use types in a cohesive fashion. Support of Medium Density residential (R-8) will be
complimentary to the established homes to the North & East while providing transitional land use
between those lower density properties and future Neighborhood Commercial and/or Very High
Density Residential as identified on the Comprehensive Land Use Map. If approved, our
development will provide a positive transition to all remaining and future MU -C designations.
While the City of Meridian Comprehensive Plan Land Use Map calls out portions of the site to be
MU -C, the argument can and should be made that these applications and the overall development
design best blend both existing & future development of adjacent property.
There are several goals and policies within the Meridian City Comprehensive Plan that we believe
this development encompasses. These are outlined below:
Chapter VII - Goal IV: Encourage compatible uses to minimize conflicts and maximize land
use.
Objective A: Address conflicts with compatible uses and impact areas
Action 6: Require screening and buffering of commercial and industrial
properties and residential use with transitional zoning_
Response: This development abuts two existing subdivisions as well as one (1) home with over an
(1+) acre of land. The project layout will function as transitional zoning between them
and future neighborhood commercial or very high density developments.
Objective C: Encourage residential infill to utilize existing services.
Action 1: Protect existing properties from incompatible land use development
on adjacent parcels.
Action 9: Adopt land use designations which will allow for housing
opportunities for all income levels.
Response: This development will utilize existing city services and provide further transitional
zoning between the current RUT/R-8/MU-C while adding housing diversity in the
immediate area that is needed.
Chapter VII - Goal V: Offer a diversity of housing types for a greater range of choice.
Objective A: Encourage quality housing projects for all economic levels in a
variety of areas.
Action 4: Provide a wide diversity of housing types and choices between
ownership and rental dwelling units for all income groups in a
variety of locations suitable for residential development.
Response: This property should be approved as a suitable residential development.
Request 2: Annexation & ReZone of parcels. Requested rezoning is Medium Density Residential of
25.75 acres. A Preliminary Plat for 116 lots total, 99 of which are Single Family detached lots, and
14 Common Lots. Special design considerations include pedestrian pathway connectivity South to
North as well as East to West with a large common lot park in the center of the development. This
common lot park provides a central intersection for all pathways, will be improved with plantings,
and a Tot Lot. There will also be a very large common lot park on the Southern end of the
development that will provide large open areas for sporting activities such as soccer, football,
running & general play.
e st :Preliminary Plat of parcels. Requested rezoning is Medium Density Residential of 25.75
acres. Development Features include 99 Residential Lots, 2 existing home lots & 14 Common Lots.
Total density is 3.92 Units to the Acre. Total qualified openspace is 3.91 acres of the land. This
exceeds Meridian's minimum standard. Amenities include two very large openspace parks, one
with a Tot Lot, pathways & plantings, and the other with very large open play area and plantings. In
addition, the development includes several pedestrian pathways running North & South as well as
East & West. These pathways will provide the highest level of pedestrian connectivity to both
existing & future development on all sides of the property. No variances are requested.
We believe that this development will be a positive addition to the City of Meridian. We look
forward to working with you and your staff to make this infill development a reality. In the event
you have any questions or concerns, feel free to contact me anytime.
Sincerely,
Northside Management
Sco ori �—
(208) 230-1202
scott@northsidemgt.com
Attachments
CC: Client
Project File
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IDAHO 1450 East Watertower St.
Suite 130
SURVEY Meridian, Idaho 83642
GROUP Phone (208) 846-8570
fax (208) 884-5399
Job No. 12-130 April 19, 2013
DESCRIPTION FOR
WOODBURN SUBDIVISION NO, 2
A parcel of land located in the SW 1/4 of Section 36, Township 4 North, Range 1 West,
Boise Meridian, Ada County, Idaho being more particularly described as follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88°43'02"
West, 2662.29 feet;
Thence along the South boundary line of said Section 36 North 88°43'02" West, 665.30
feet;
Thence leaving said South boundary line North 00°23'27" East, 141.63 feet to a point on
the centerline of a drain ditch as shown on Record of Survey No. 6931, recorded June 8, 2002 as
Instrument No. 105073795, records of Ada County, Idaho, said point being the REAL POINT OF
BEGINNING;
Thence along said centerline the following 9 courses:
Thence North 67°09'36"
West, 129.84 feet;
Thence North 7100719"
West, 75.67 feet;
Thence North 66037'06"
West, 55.79 feet;
Thence North 51,024'02"
West, 66.02 feet;
Thence North 47026'41"
West, 78.17 feet;
Thence North 38029'05"
West, 31.20 feet;
Thence North 72042'55"
West, 123.96 feet;
Thence North 71014'14"
West, 117.61 feet;
Thence North 69015'45" West, 67.37 feet to a point on the East boundary line of the SW
1/4 of the SW 1/4 of said Section 36;
Thence along said East boundary line South 00020'14" West, 415.85 feet to a point on the
North right-of-way line of W. Ustick Road:
Thence along said North right-of-way line North 88043'02" West, 172.60 feet;
Thence leaving said North right-of-way line North 00002'28" East, 457.44 feet;
Thence North 81001'42" West, 125.46 feet;
SAISG ProjeaslRichards 16ac Bdy-Topo-Platting 12-130\DocumentslWoodburn Subdivision No 2. desc.rtf
Thence North 14045'42" West, 659.21 feet;
Thence North 00°12'56" East, 189.24 feet to a point on the North boundary line of the SW
1/4 of the SW 1/4 of said Section 36;
Thence along said North boundary line South 88°56'05" East, 471.13 feet to the SW 1/16
corner of said Section 36;
Thence along the West boundary line of the NE 1/4 of the SW 1/4 North 00°20'14" East,
42.15 feet to the southwest corner of Sienna Creek Subdivision No. 2 as filed in Book 96 of Plats
at Pages 11806 through 11808, records of Ada County, Idaho;
Thence along the exterior boundary line of said Sienna Creek Subdivision No. 2 South
86°56'20" East, 667.47 feet (formerly described as 667.41 feet);
Thence continuing along said exterior boundary line and the West boundary line of
Woodburn Subdivision as filed in Book 96 of Plats at Pages 11809 through 11811, records of Ada
County, Idaho and the southerly extension thereof South 00023'27" West, 1203.62 feet to the
REAL POINT OF BEGINNING. Containing 25.75 acres, more or less.
Prepared by:
Idaho Surv�Y Group, P.C.
7729
ggh-5
Gregory G. Carter, P.L.S.
SA(SG ProjectsU2ichards 16ac Bdy-Topp-Platting 12-1301DocumentsMoodburn Subdivision No 2 desc.rtf
DA 1450 East. Watertower St.
Suite 130
SURVEY Meridian, Idaho 83642
GROUP Phone (208) 846-8570
Fax (208) 884-5399
Job No. 12-130 April 19, 2013
DESCRIPTION FOR
SALEEN RETAIN PROPERTY
A parcel of land located in the SW 1/4 of the SW 1/4 of Section 36, Township 4 North,
Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88043'02"
West, 2662.29 feet;
Thence along the South boundary line of said Section 36 North 88°43'02" West, 1330.85
feet to the W1/16 corner of said Section 36;
Thence leaving said South boundary line and along the East boundary line of the SW 1/4
of the SW 1/4 of said Section 36 North 00°20'14" East, 25.00 feet to a point on the North right-of-
way line of W. Ustick Road, said point being the REAL POINT OF BEGINNING;
Thence along said North right-of-way line North 88°43'02" West, 172.60 feet;
Thence leaving said North right-of-way line North 00°02'28" East, 457.44 feet;
Thence South 82000'14" East, 87.65 feet;
Thence South 69°15'45" East, 93.96 feet to a point on the East boundary line of the SW
1/4 of the SW 1/4 of said Section 36;
Thence along said East boundary line South 00020'14" West, 415.85 feet to the REAL
POINT OF BEGINNING. Containing 1.76 acres, more or less.
Prepared by:
Gregory G. Carter, P.L.S.
WISG Projects\Richards 16ac Bdy-Topo-Platting 12-1301Documents\Saleen remainder Property desc.rtf
Job No, 12-130
I DA H 0 1450 East Watertower St.
Suite 130
SURVEY Meridian, Idaho 83642
GROUP Phone (208) 846.8570
Fax (208) 884.5399
DESCRIPTION FOR
WOODBURN SUBDIVISION NO. 2
April 19, 2013
A parcel of land located in the SW 1/4 of Section 36, Township 4 North, Range 1 West,
Boise Meridian, Ada County, Idaho being more particularly described as follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88043'02"
West, 2662.29 feet;
Thence along the South boundary line of said Section 36 North 88°43'02" West, 665.30
feet;
Thence leaving said South boundary line North 00023'27" East, 141.63 feet to a point on
the centerline of a drain ditch as shown on Record of Survey No. 6931, recorded June 8, 2002 as
Instrument No. 105073795, records of Ada County, Idaho, said point being the REAL POINT OF
BEGINNING;
Thence along said centerline the following 9 courses:
Thence North 67009'36"
West, 129.84 feet;
Thence North 7100219"
West, 75.67 feet;
Thence North 66037'06"
West, 55.79 feet;
Thence North 51,024'02"
West, 66.02 feet;
Thence North 47026'41"
West, 78.17 feet;
Thence North 38°29'05"
West, 31.20 feet;
Thence North 72042'55"
West, 123.96 feet;
Thence North 71014'14"
West, 117.61 feet;
Thence North 69015'45" West, 67.37 feet to a point on the East boundary line of the SW
1/4 of the SW 1/4 of said Section 36;
Thence along said East boundary line South 00020'14" West, 415.85 feet to a point on the
North right-of-way line of W. Ustick Road:
Thence along said North right-of-way line North 88043'02" West, 172.60 feet;
Thence leaving said North right-of-way line North 00002'28" East, 457.44 feet;
Thence North 81'01'42" West, 125.46 feet;
SAISG ProiectsVRichards 16ac Bdy-Topo-Platting 12-1300ocuments\Woodburn Subdivision No 2 desc.rtf
Thence North 14°45'42" West, 659.21 feet;
Thence North 00°12'56" East, 189.24 feet to a point on the North boundary line of the SW
1/4 of the SW 1/4 of said Section 36;
Thence along said North boundary line South 88°56'05" East, 471.13 feet to the SW 1/16
corner of said Section 36;
Thence along the West boundary line of the NE 1/4 of the SW 1/4 North 00°20'14" East,
42.15 feet to the southwest corner of Sienna Creek Subdivision No. 2 as filed in Book 96 of Plats
at Pages 11806 through 11808, records of Ada County, Idaho;
Thence along the exterior boundary line of said Sienna Creek Subdivision No. 2 South
86°56'20" East, 667.47 feet (formerly described as 667.41 feet);
Thence continuing along said exterior boundary line and the West boundary line of
Woodburn Subdivision as filed in Book 96 of Plats at Pages 11809 through 11811, records of Ada
County, Idaho and the southerly extension thereof South 00°23'27" West, 1203.62 feet to the
REAL POINT OF BEGINNING. Containing 25.75 acres, more or less.
Prepared by:
Gregory G. Carter, P.L.S.
SAISG ProjectsWichards 16ac Bdy-Topa-Platting 12-1301Documents\Woodburn Subdivision No 2 desc.rtf
IDAHO 1450 East. Watertower St.
Suite 130
SURVEY Meridian, Idaho 83642
GROUP Phone (208) 84,68570
Fax (208) 884-5399
Job No. 12-130 April 19, 2013
DESCRIPTION FOR
UTILITY EASEMENT
SALEEN RETAIN PROPERTY
A utility easement located in the SW 1/4 of the SW 1/4 of Section 36, Township 4 North,
Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88°43'02"
West, 2662.29 feet;
Thence along the South boundary line of said Section 36 North 88°43'02" West, 1330.85
feet to the W1/16 corner of said Section 36;
Thence leaving said South boundary line and along the East boundary line of the SW 1/4
of the SW 1/4 of said Section 36 North 00°20'14" East, 25.00 feet to a point on the North right-of-
way line of W. Ustick Road, said point being the REAL POINT OF BEGINNING;
Thence along said North right-of-way line North 88°43'02" West, 30.00 feet;
Thence leaving said North right-of-way line North 00°20'14" East, 426.51 feet;
Thence South 69°15'45" East, 32.01 feet to a point on the East boundary line of the SW
114 of the SW 1/4 of said Section 36;
Thence along said East boundary line South 00°20'14" West, 415.85 feet to the REAL
POINT OF BEGINNING. Containing 12,635 square feet, more or less.
Prepared by:
Idaho Sur roup, P.C.
7I
Gregory G. Carter, P.L.S.
S:\ISG Projects\Richards 16ac Bdy-Topo-Platting 12-130\1)ocuments\30 utility easement Sateen Property desc.rtf
IDAHO 1450 East Watertower St.
Suite 130
SURVEY Meridian, Idaho 83642
GROUP phone (208) 846-8570
Fax (208) 884-5399
Job No. 12-130 April 19, 2013
DESCRIPTION FOR
RICHARDS RETAIN PROPERTY
A parcel of land located in the W 1/2 of the E 1/2 of the SW 1/4 of Section 36, Township 4
North, Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as
follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88°43'02"
West, 2662.29 feet;
Thence along the South boundary line of said Section 36 North 88°43'02" West, 665.30
feet;
Thence leaving said South boundary line North 00°23'27" East, 141.63 feet to a point on
the centerline of a drain ditch as shown on Record of Survey No. 6931, recorded June 8, 2002 as
Instrument No. 105073795, records of Ada County, Idaho, said point being the REAL POINT OF
BEGINNING;
Thence along said centerline the following 3 courses:
Thence North 67°09'36"
West, 129.84 feet;
Thence North 71°02'19"
West, 75.67 feet;
Thence North 66°37'06"
West, 47.36 feet;
Thence North 00°23'27"
East, 270.66 feet
Thence South 89°36'33"
East, 235.33 feet;
Thence South 00°23'27" West, 362.84 feet to the REAL POINT OF BEGINNING.
Containing 1.71 acres, more or less.
Prepared by:
10146
Gregory G. Carter, P.L.S.
SAISG ProjectslRichards 16ac Bdy-Topp-Platting 12-1301Documents\Richards Property Out Parcel.rtf
ADA CDUN.Y fl.00ROER J. DAVID NAVARRO AMOUNT 6,00 2
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Thecae South 89'09'20" East along the sixteenth section WS 272,69 feet to the REAL POM OF
BSOJNN1NOi
Thence South 71°15'10" Seat ataug the coolanloenfa certain theta mal, 622.66 feet to a steel phr,
MeanceNmte,19643 feet to a point no sad sixteenth station line;
Thence Noah g9°09'20" West Gloag sold sialeanethswdooline, 589,69 feet to the REAL POW OF
BEOWNINO.
1J'
A U4.-
R62'7110
TO HAVE AND TO HOLO the said promisee, with their appurtenances unto
the said Granteea,their heirs and assigns forever. And the said Grantora
do hereby covenant to and with the said Grantee a, that they are the
oweera in fee simple of said promises; that said premises are from from
all incumbrances
and that they will warrant end defend the same from all lawful claims
whatsoever.
Aatad: ,.t 1974. /art 1
[.'• .l I r [ [ In,
7:VexnE :et er urg .f
STATE OF IDAHO, COUNTY OP CA11YC 1
..On thin I''•t day of f"r _ •r, , lV 74 , before me, a notary public
ju and for said State, pernnnally appeared
tJ. „Sao;@tt C. Cederburg and Alien B. Cndor1mIrg1 bunband and wife,
�"" 11. V/, ' .
fkn�Jwn to:([� to be the persons whoop names are subscribed to the within
%tdmWht;rrand acknowledged to me brat they{ executed the same.
4• I'L't'i'
Notary pub -lie
Residing ac g:n+hr• Idaho
AFLAUNER, FULLER. 5 BOOLMLE P. 0. box 130 Caldwell, Idaho Farm f Jo
,ff �
WARRAMY DID
For Value Received EVONETT C. CEBBRBGRG and ALICN R. =1311RBUR01
"
husband and wife,
Jt
7 O q,
tho grantara, do hereby grant, bargain, sell and convey unto
a 'd
?IEMLL E. SALEM and ALICB L. SALEEN, husband and wife, whose
current address in Box 246, Eagle, Idaho 03610,
,c S
the grantees, the following described premises, situated in Ada
J
e
County, $rate of Idaho, to -wit:
v
b
Now in the Southwest Quarter of the Southwest Quarter
Section Thirty-six (36) Township COMV North (T4N),
.g '2
Range One Nest (RIW) of the Boise Meridian a tract of
land being East and southaast of a live water drain
tig
canal containing Tan and five -tenths (10.5) acres,
•ems
a
more or lase,
ti`11�
d
zass:
�,
`>
A Traot of land in the S}ItJS1111 of Section 3G, T. 4 N.
R. 1 w., B,M., Ada County, Idaho, more particularly
•"o
described as followsr
y o
g
p "
Commencing at the section corner common to Sechiona
.a
and 30, T. 4 N„ R. 1 1
p, s;„ and SoaCounty,
w y
AG, fs:, ly. Itl,ho, vend
an T. 7 Na n. 1 14„ A. Idah
Ada County, Itfeet
S
3Cv
nmuest of thence Tioxth along the section line, 1721.66 feet to
"Once ct on
the south to
sixteenth section corner common said
M.Snations
nue a [o P 35 and 361 thence S. 89°09'20" E. along tho
OATe (p9// sixteonth section line, 272,4,9 feet to the real point
J41IR 9AQnDA of beginnings thence S. 71°15110" P•., along the canter -
II .i
,tl z
aE sn }ae o£ a pertain drain canal, 622.66 Eact to a steel
Ti
a in, thence North, 191.43 feet to a point on said
mp 00 sixteenth section linaf thence N. 89009120" 19, along
said sixteenth section line, 589,69 feet to the real
point of beginning. Said parcel contains 3,296 sexes
more or lean, subject to easements of record or inruse.
TO HAVE AND TO HOLO the said promisee, with their appurtenances unto
the said Granteea,their heirs and assigns forever. And the said Grantora
do hereby covenant to and with the said Grantee a, that they are the
oweera in fee simple of said promises; that said premises are from from
all incumbrances
and that they will warrant end defend the same from all lawful claims
whatsoever.
Aatad: ,.t 1974. /art 1
[.'• .l I r [ [ In,
7:VexnE :et er urg .f
STATE OF IDAHO, COUNTY OP CA11YC 1
..On thin I''•t day of f"r _ •r, , lV 74 , before me, a notary public
ju and for said State, pernnnally appeared
tJ. „Sao;@tt C. Cederburg and Alien B. Cndor1mIrg1 bunband and wife,
�"" 11. V/, ' .
fkn�Jwn to:([� to be the persons whoop names are subscribed to the within
%tdmWht;rrand acknowledged to me brat they{ executed the same.
4• I'L't'i'
Notary pub -lie
Residing ac g:n+hr• Idaho
AFLAUNER, FULLER. 5 BOOLMLE P. 0. box 130 Caldwell, Idaho Farm f Jo
,ff �
STATE OF IDAHO
COUNTY OF AOA
AFFIDAVIT OF LEGAL INTFREST'
Wmner (05� S(xltrWd et' ZIGhG
(name)t(adArest)
(city) —yr- ('suite)
being fust duly swom upon, oath, depose and say;
That I am the record owner of the property dgseribed on the attached, and 1 (rant my
permluion to:
/,4 No 'JUkl' {, 16 H B, &dam $371
(nama) I (address)
to submit rho accompanying applictulon(s) perreining to that property.
1 499 in indcntnify, defend and hold the City iaf Meridian and its employees harmless
from any claim or liability rusuhing frorn any: disputa as to the statements contained
herein or as to the ownership of the property whiFh is the subject of the application
3. 1 hereby grant permission to City of Meridian sWT to enter the subject property for the
Purpose of site linpcctions related to processiryt told application(s).
Dated this [ day of 2U 13
f't - -AA ZS,
ignatum)
SUBSCIUBED AND SWORN to before me t
L
u+r+rrrrr (Nd Pubic for Idaho)
qQ� ,,.,.Q� .� Residing at:
��NpTA/�y.'•
r`. PUBLAG .'*
grlrllnlptdc
My Commission Expires: i 0 7 —15
STATE: 6F IDAHO )
C9UN` X OF AIDA }
AFF1DAvrr OF LFGAL It°dl'ER[.ST
("arms)
(airy) (you)
beilty filolduly, swore upon, onth, deposa aril say,
L That I am Orin nword omm of do Pnni,crty MOON Mi the sttauhed, MoU 1 grant my
permbsfoa 10!
_Li1F l�dil[ _fC1Zt{CILtt!'1 t72 C�l�
(numv) {address)
Ill suhnrh the ac,"ImIel It my uppttnrdinn(s) pinta in iiag ua ihxi property.
2. I agrce to Indemnify, dnfand and halo! The City of Meridian aqui ifs employee;, hairiness
frith any, elahan of Iii AY resulting trorn any dispute as to hoe atalnments contained
herein or as to the ownership of the property which is the suhQ orlhc appheahon.
I hereby yrani perndssion to Cnv of Nkddhn sluff to eviler lic suh)est pmpcq for the
purfetse ufslte iu"olilrei related Io proees ong said applicwioo(s).
Dated this ,�. � .-,- _ day of
a+i I'll 0000
/1 !J
KJ I!
SWIMOut)
SUMCRMRD Ail) V0 11, VMOWI&I�o- Idc dfy Ind Year Lrsl Owve wMoll
--.`"—
66600
eC,;, O Y Public for Ida o)
t�1Being tlt /s�j��. r�r r� r
,.r
M1riv 1lar;utnanton li,xpirt
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO)
) ss
COUNTY OF ADA)
I, Joh Lou Sf X358 Tr�9tium j��c1�
(name) (address)
!%1. V drnrJ -� o
(city) (state)
being first duly sworn upon oath, depose and say:
1. That I am under contract to purchase the property described on the attached, and I grant
my permission to:
Nor;uu�ii .31ofD R(d Nm_:_
(name) ' (address)
to submit the accompanying applications) pertaining to that property.
2. 1 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. 1 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)
Type of applicatiom Pr I
Dated this -'
SUBSCRIBED AND SWORN to before
.•r`�iD,bA&j
` �OTAtt
• .rem Y
0
y'UB0
0
97'8 OF \OP.
"I,..n`
Q m h- r 2012,
day and year first above written.
_ 0/ (I L
Notary Public Idaho �D
Residing at 6015•(
My Commission Expires: K-3 i %aO 1-3
AFFIDAVIT OF LIsGAL (NI'I RENT
STAT A)F IDAI1O )
COUNINOFADA7
'
� lxfi �'_ + .l �r ✓�4, °!A._.._ __tf"tlf� 1s} t.�+���St��.� �a )
u}anu) (,uldusr.)
ictl i`i I UICI__— _._. _..._
bi'll g 111-51 duly 'worn upon, oath. dcpow mid +:Iy
I NH 1 rein my nrcoid comma of the 1a gwov Wciihoh on 11w ,Itinehl,rd. and I e,rnnl nry
pennissaw it,
(munvl i1 pulalress)
K vuhnol the acconyuulymg gyhmhmi(,,) Ino(Imomp to Ihm p opvhe
2. 1 I14rcc n+ wddunndy, dale ld mid hold dor Oy.4 Nutt ion and A cmplcgm% hmmk'
Il'un) :Im chino nr ha}rihty n:=wltillp I"lout any di'lwiu as to the ctalclocnty contained
hr`Irin nr :(a Iolit, uv.ncnQ ui the IVaparly which W dw sAk" of Ow ,g)pliceiilm.
t, 1 IIwm by pawns punuieAm he (11 A yi+rridiau viam io mwr Me . mpq p""my [lir Oil!
purpt"o of pan^. insp,v,,I 0,111,n•lairh hr Iv orrs�an�; `.,Iici xpplialtl itmis).
Iwwddli` Zzn(V II.r.-rof ��I to % s,
It
ref L,�
(Signnturc)
SUIISCRIIIH) AN ` :) 1WIarc oro the dO. nw •,'oar ft"I ahovt- v.1111011
ttp
°, � v'. `- _✓.__- __-
� t °.� tilrtl:Iry P&M lto hlahnl
11"Uhng M,
It 0
U
•e .�srr 1, y.(y' l-'nusl)nsslt lli I',3I7nr 5
Pa
IE
01
c. our. time' Ip' " Air'rtrll.ui, lLrhn Nib,l'
Pinrtu� (,'nXl her a.`,II 1 r.uudq i'n i afA;t1 lAkrf�:,iie: v.a+vrtuntl(umtl)�or�-
Project/Subdivision Name:
City Staff; s 1
Location: 33
Comprehensive Plan Future Land
Design Guidelines Development C
Proposed Use: cf� ('�q
Existing Use:d�
Surrounding Uses: a , fir
Street Buffer(s) and/or Land Use E
Open Space/Amenities/Pathways:
Access/Stub Streets/Street Syste
Sewer & Water Service:
Topography/Hydrology/Floodplain
Canals/Ditches/Irrigation/Hazards:
History;
-c
min.
44 —t—
�XIS�l n
CITY OF MERIDIAN
PRE -APPLICATION MEETING NOTES
sv
Map Designation:
Date: 3 12,5_10
of Property:
Proposed Zoning: &&
Existing Zoning: (6un±h
n./arra Ur-ht,,t_ fwd. -
"jJ � us -OCA- -- C.Vis?
eK1PhIg ,w6hz '51r-
1 i �n'glcfi�-r d %fr/ P.t
44 AD
a �Cd
�'n JPC'ce d- rile a-I)Iff
fP i'fdialPn h¢ l loft 't-
7E!
7E! P of 4rv`1 o r
�,Et/ri u l c�CGC'fS
�2rt,"f-j Q-cC�PSS cc�i 11 (�e.
YPUVIi'%i 'i -D /'1n)V_-up
J � /h
F915111111
a- cGes j – "rr°L-t'
;j
Ct�It Jil� w bl`c /aean7tp nab cc' J,"�/hJ ett zl/ SVG/%c S?rePt {� to J
Other AgencieslDepartments to Contact:
3
le
tin I ;
❑ Ada County Highway District
❑ Nampa Meridian Irrigation District
❑ Public Works Department
❑ Idaho Transportation Department
❑ Settler's Irrigation District
❑ Building Department
❑ Sanitary Services Company
❑ Police Department
®' Parks Department Ty 61&
❑ Central District Health Department
❑ Fire Department
❑ Other:
Application(s) Required:
❑ Administrative Design Review
❑ Conditional Use Permit Modification/Transfer
❑ Rezone
❑ Alternative Compliance
❑ Development Agreement Modification
❑ Short Plat
Annexation
❑ Final Plat
❑ Time Extension - Council
City Council Review
❑ Final Plat Modification
❑ UDC Text Amendment
❑ Comprehensive Plan Amendment - Map
❑ Planned Unit Development
❑ Vacation
❑ Comprehensive Plan Amendment - Text
�J Preliminary Plat
❑ Variance
❑ Conditional Use Permit
❑ Private Street
❑ Other
Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application
requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the
site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and
vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any
subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shell be
valid for four (4) months.
Woodburn West Subdivision
Neighborhood Meeting
March 27, 2013
NAME ADDRESS
a -4c
K
--T
I
I
C
K
--T
NORTHSIDE
MANAGEMENT
March 13, 2013
Dear Neighbor,
Please accept this invitation to attend a neighborhood meeting to review our progress on the
application of the Woodburn West Subdivision located at 3335 N. Cooper Lane in Meridian; ID. At
this meeting a representative will be available to provide neighbors with answers to their questions
regarding this proposal. For those interested, please join us at 5:30 p.m. on Wednesday, March 27th on
site (see location map below).
Please note that this is not a public hearing and City officials will not be present. The purpose of this
meeting is to provide neighboring property owners the opportunity to ask questions regarding the
application prior to formal submittal to the City. A public hearing will be noticed to the neighboring
property owners by the City at a future date.
We look forward to seeing you there.
Sincerely,
Meeting Location,
Intersection of
Ino & Buckstone
Streets
COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a
public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing.
The applicant shall post a copy of the public hearing notice of the application(s) on the property
under consideration.
The applicant shall submit proof of property posting in the form of a notarized statement and a
photograph of the posting to the City no later than seven (7) days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall be removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the above requirements and will comply with the posting requirements as stated in
UDC I1 -5A-5.
Appii nt/agent signature
Date
33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsin ile: (208) 888-6854 • Website: wwwuneridisncity.org
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Parcel Summary
Parcel Summary
' Click on Parcel ID for a detailed report
Page 1 of 1
Parcel ID Zoom Parcel Owner
Zoning
Acrea e
Assessed Value Exemption
50436336230 Zoom SALEEN ALICE L
RUT
19.5
1$307,400 1 YES
50436346655 Zoom SAGEWOOD DEVELOPMENT CORP
RUT
16.9
1$181,100 INO
SO436346710 ZO—RICHARDS DICK B
RUT -19.283–T$246,100
IYES
http://mgb.rtidaho.com/mgb/adaParcelSum.asp 4/22/2013
Meridian Building Services
Parcel Verification Request
Reximestor
Please check the appropriate box(s) below and submit the required information to
communi(vdeveloament@meridiancirv.ore. Please allow one business day. for reply.
Tyne of Aoniication(s)
nuexation and Zoning
Comprehensive Plan Map Amendment
Cl Conditional Use Permit
❑ Conditional Use Permit: Modification
❑ Conditional Use Permit Minor Modification
❑ Development Agreement Modification
❑ Final Plat
❑ Final Plat Modification
❑ Planned Unit Development
'preliminary Plat
yProperty Boundary Adjustment
Fr'a �gezone
❑ Short plat
El Time Extension (Commission or Council)
❑ Time Extension (Director)
❑ Vacation (Council)
❑ Variance
❑ Other
Required Information:
Project Name I.lm�noc
ParcelNumber(s) SnNza'3uGGSS� SeH86'Y,HL n— Sot
Vicinity Map —highlight subject parcels and include adjacent street name(s)
33 E. Broadway Avenoc, Saim 102 • Meridian, Idaho 83642
Phone. (208)884.5533 . Pacsimilc: (208)888-6854 • WcbsiW: WWW.metidincity.org
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208-440-6276
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Page 1 of 27
Mr. Shawn Brownlee
Trilogy Development
2358 South Titanium Place
Meridian, Idaho 83642
Re: Geotechnical Recommendation Report
Woodburn West Subdivision
Former Saleen & Richards Properties
West Ustick Road - Meridian, Idaho
Shawn:
We are pleased to have been selected to provide geotechnical services on your
proposed Woodburn West Subdivision project. As you know this project includes two
properties, (Saleen and Richards) that were assessed at different times. This report is a
rewrite of the previously issued Richard report and now includes information available
from the later Saleen field investigation. This report replaces the formerly issued
Richards report (#121108001 —12/15/12). Please dispose of that document.
As per your authorization, on November 27, 2012 and April 2, 1013 this
consultant supervised the excavation of nine test pits on the referenced project. On the
first date, five test pits were excavated on the Richards property. On the second date,
four additional test pits were excavated on the Saleen Property. Test pits were logged
and soil samples were gathered by this engineer. Soil samples have been submitted to
the laboratory for testing. Our complete geotechnical recommendation report follows.
Based upon observed conditions and the assumed design information, the site is
acceptable from a geotechnical perspective for the proposed residential development.
The entire report is to be reviewed and utilized by design personnel. The construction
and civil engineering recommendations presented within are to be incorporated into the
project plans and specifications and adhered to during design and construction. Design
and construction recommendations concerning foundations, concrete slabs and
pavements, earthwork, structural fill, compaction requirements, storm water disposal
and other concerns are provided.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
FI.LiII� I! i.II.7�7
18,
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
This report has been prepared for the indicated client and project. This client, the
property owner, and other design consultants working on this specific property and this
specific project are allowed to utilize this report. Usage and duplication authorization
can be granted to other parties but must be requested in writing and must be authorized
by the client and this consultant. We appreciate this opportunity to be of service and we
look forward to working with you during the design and construction of this project.
Should you have any questions or require additional information, please contact our
office at your convenience.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
8, 2013
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
INTRODUCTION.....................................................................................................4
Purposeand Scope......................................................................................4
Authorization.................................................................................................4
Warrantyand Limitations..............................................................................5
BACKGROUND & RESEARCH............................................................................5
General. ............... ........................................................................................
5
FieldInvestigation.........................................................................................6
SiteSeismic Info...........................................................................................8
LaboratoryTesting........................................................................................6
StructuralFill.................................................................................................9
ObservedConditions....................................................................................6
Excavations..................................................................................................9
CONSTRUCTION RECOMMENDATIONS.............................................................8
FoundationSystem.......................................................................................8
Foundation Excavation.................................................................................8
SiteSeismic Info...........................................................................................8
StructuralFill.................................................................................................9
Excavations..................................................................................................9
StormWater Control.....................................................................................10
Slab on Grade Concrete...............................................................................10
Flexible Pavement Section...........................................................................11
GeneralComments......................................................................................12
APPENDIX..............................................................................................................13
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Page 4 of
Purpose and Scope
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
This report presents the results of a geotechnical investigation and resulting
recommendations for the Richards and Saleen Properties located north of Ustick Road
and west of Cooper Lane in northwest Meridian, Idaho. Information from the project civil
engineer, Bailey Engineering, indicates that the name Woodburn West Subdivision is
associated with the proposed residential development. The purpose of this
investigation was to evaluate the subsurface soil conditions and provide
recommendations for building foundations and civil construction. The field investigation
included subsurface exploration by means of a track mounted excavator operated by
SC Construction of Eagle, Idaho. Soil samples were gathered and the depth to
groundwater and free draining soils recorded by our project engineer. Selected soil
samples were submitted to soil laboratories for testing. After the field investigation and
laboratory testing was completed, all available field and laboratory test data was
reviewed, the assumed design information was evaluated, and this report was prepared.
This report summarizes our findings, conclusions, and recommendations regarding the
geotechnical aspects of the project.
Authorization
E-mail authorization to proceed with this geotechnical investigation was received
from Mr. Chad Kinkela on November 19, 2012 for the Richards property and on March
15, 2013 from Shawn Brownlee for the Saleen property. Authorization to proceed and
the use of the recommendations provided herein indicate the client's acceptance of the
scope of work, warranty, limitations and general conditions provided herein and within
the submitted and approved proposal.
Bob J. Arnold, PE 14355 Baltenberg Drive Boise, Idaho 83713
5 of
Warranty and Limitations
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
The exploration and evaluation of subsurface conditions documented herein is
considered sufficient to form a basis for the provided recommendations. The provided
recommendations are based on the available soil information and preliminary design
details either assumed or furnished by the client. It is warranted that these
recommendations have been promulgated after being prepared in accordance with
locally accepted professional engineering and geotechnical engineering practice. No
other warranties are implied or expressed.
BACKGROUND & RESEARCH
General
As authorized by the client, this consultant observed the excavation of nine test
pits on the subject property, located on the north side of Ustick Road and west side of
Cooper Lane in Meridian, Idaho. The property was identified on the Ada County
Assessors website as parcel numbers S0436346655, S0436346710 and S0436336230.
It is understood that the existing residences in the south end of the property will be out
parceled and remain the property of the former owners. The client also provided an
address of 3335 North Cooper Lane for the Richards property and 1250 West Ustick in
Meridian, Idaho for the Saleen Property. Cooper Lane is a private driveway that will
provide access to the existing residence (out parcel) after development. Current design
plans indicate that the subject property will be accessed from existing stub streets to the
north and east and will construct stubs to undeveloped land to the west and south.
Approximately 90 residential lots and ACHD right of ways are planned for the subject
property.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Field Investigation
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
At the time of our field investigation the surface was firm and stable allowing total
access with excavation equipment. Nine test pits were advanced to depths of up to
12.0 feet below the existing ground surface. During excavation, samples were
recovered from the spoil piles as excavation was advanced. These samples were
sealed in plastic bags, labeled, and returned to the soil laboratories for evaluation and
analysis. In all locations, deeper excavation was not possible due to sloughing soils
caused by excavation below the groundwater elevation.
Laboratory Testing
In the laboratory, sieve analysis (ASTM Test Method C136-93), Moisture Content
(ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and Plasticity Index (ASTM
Test Method D 4318-93) testing were performed on selected samples. An R -Value ITD
T-8) was also performed by Materials Testing & Inspection of Boise, Idaho. All tests
were performed in general accordance with the cited test methods. All test results are
included in the Test Pit Logs located in the Appendix.
Observed Conditions
The surface soils on this property were firm and stable at the time of this
investigation. A generalized description of the subsurface soils is to follow. Surface
soils are typically lean, silty clay or clayey silt. A root zone / organic layer is present and
varies from 0.5 to 1.0 feet thick. The clay / silt surface soils extended to 1.5 to 3.0 feet
below the existing surface. At this depth a cemented silt hardpan is typically
encountered. This hardpan layer varied from 1.0 to 1.5 feet thick extending to a
maximum depth of four feet below the surface. The hard pan was firm in some test pits
but was easily excavated with the utilized equipment. Gravel contact depth varied from
1.5 feet in TP -S3 to 6.5 feet in TP -1. Free draining gravel were encounter in all test pits
at an average depth of 6.5 to 7.0 feet below grade and a maximum depth of 7.5 feet in
the test pits. Groundwater was encountered in all of the test pits. When measured on
12/12/12, groundwater tended to be shallower at the south end of the property (7.0' at
TP -5) and deeper to the north (>9.0' at TP -1). This variation in groundwater depth may
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
208-440-6276
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
be attributed to surface elevation and not an indication of a steep groundwater gradient.
Groundwater readings taken on April 19, 2013 are in the table below.
Test Pit
#1
#2
#3
#4
#5
#St
#82
#53
#S4
Latitude
N 43 38 XX.X
13.3
14.2
11.5
08.7
07.3
08.0
11.7
13.8
10.8
Longitude
W 116 24 XXX
23.7
27.1
30.4
30.4
26.0
38.2
32.4
36.2
36.0
Date Excavated
11/10/12
11/10/12
11/10/12
11/10/12
11/10/12
04/02/13
04/02/13
04/02/13
04102/13
Water depth
when excavated
9.0
11.0
8.5
8.5
8.0
8.5
11.0
7.0
8.0
Water depth
12/12/12
9.0
No
Well
8.0
No
Well
7.5
No
Well
No
Well
No
Well
No
Well
Water depth
04/19/13
9.5
DRY
No
Well
8.5
No
Well
7.0
DRY
8.5
No
Well
6.5
No
Well
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
%JIRY-4r, ,la:mz
10, 2013
Civil Engineering
Geotechnlcal Engineering
Materials Testing & Inspection Services
CONSTRUCTION RECOMMENDATIONS
Foundation Systems
The proposed single family residences may be supported on conventional,
continuous and isolated pad foundations founded upon the native soils or upon
structural fill extending to these native soils. Based upon proper placement and
compaction of structural fill, bearing pressures of up to 1500 psf are allowed. A one-
third increase in allowable bearing capacity is permitted when transient loads such as
wind or seismic are included. Either crawlspaces or slab on grade floors are acceptable.
Foundation Excavation
After foundation areas have been excavated to design grade it is recommended
that a geotechnical engineer inspect the subgrade soils to confirm that conditions are
similar to those documented within this report and used for design. This inspection
should verify that fat clays and all organic materials have been removed and that no
excessively soft or wet areas are present. If such soils are present below foundations it
is recommended they be over excavated to cemented silts or so that a maximum of 1.5
feet of structural fill is present below foundations. The exposed subgrade surface and
any imported structural fill are to be compacted to 95% of the maximum dry density as
determined by ASTM method D-698, "Standard Proctor". Based upon field inspection at
the time of construction, this engineer can wave the requirement to compact and test
cemented silt and hardpan materials.
Site Seismic Info
Based upon observed and researched conditions, the onsite soils classify as Site
Class C in accordance with Chapter 16 of the International Building Code. Structures to
be constructed onsite should be designed as per the IBC requirements for such a
seismic classification.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
is � • � � • R` ;:
Structural Fill
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Any non -expansive soil free of cemented particles (hardpan) can be used as
structural fill. Fill is to be free of organic matter or other deleterious substances and shall
be non -plastic. Structural fill is to extend laterally outside foundations a distance equal
to the depth of structural fill. Structural fill should be placed in uniform, thin horizontal
lifts, moisture conditioned as necessary, and compacted to a minimum relative
compaction of 95% based on the ASTM Method D698, "Standard Proctor". Compaction
of structural fills should be verified by in place density testing and construction
observations. A qualified engineer or his representative should monitor fill placement to
ensure the work is performed in accordance with these recommendations. Testing
should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91
(nuclear densometer). Field nuclear moisture - density testing shall be performed on
each lift of compacted fill for every 2500 square feet of surface area or every 50 feet of
foundation trench. It is noted that structural fill can pass compaction tests and still be
unacceptable if pumping, rutting or deflecting under wheel or foot traffic.
Excavations
Shallow excavations and trenches that do not exceed four feet in depth may be
constructed with side slopes approaching vertical. Below this depth it is recommended
that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the
materials on site to maintain a vertical or near vertical excavation when standing open
without support over any extended period of time can be expected to be quite variable.
This information is provided for planning purposes. It is our opinion that
maintaining safe working conditions is the responsibility of the contractor. Jobsite
conditions such as soil moisture content, weather condition, earth movements and
equipment type and operation can all affect slope stability. All excavations should be
sloped or braced as required by applicable local, state and federal requirements.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
208-440-6276
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
April 18, 2013 Page 10 of 27 130316001
Storm Water Control
It is recommended that storm runoff be directed away from all open excavations
and not be allowed to puddle on subgrade soils. If construction is to occur during wet
season conditions then soft soils must be considered. Traffic with rubber tired
equipment is to be avoided if surface soils are wet or saturated. Rubber tired
equipment may increase rutting and deflections of wet or saturated soils.
Free draining granular materials were encountered in each of the test pits
therefore it appears feasible to inject stormwater into the ground using standard
seepage beds or detention ponds. A percolation rate of P=8 inches / hours is available
in the granular materials encountered in the bottom of all test pits. The depth to free
draining materials varies and therefore it must be confirmed at the time of construction.
Water levels reported in the Test Pit logs represent conditions on the date of
measurement. It can be anticipated that groundwater will rise after the irrigation ditches
and canals are full. Piezometers were installed in six test pits to allow for future
monitoring of the groundwater.
Slab on Grade Concrete
Care must be taken so that all excavations below concrete floors and slabs are
properly backfilled in accordance with the structural fill recommendations outlined
herein. This is very critical where a slab will extend over utility trenches or retaining wall
backfill. Trenches and wall backfill areas are to be filled in lifts and benched each lift so
that fill is not placed against a vertical soil face greater than three feet tall. Testing is to
confirm that compaction has been achieved. Areas of excessive yielding should be
excavated and backfilled with structural fill.
Slab on grade floors, sidewalks and pavements should be placed atop a
minimum of 0.5 feet of granular structural fill materials. Any additional fill used to
increase the elevation of slab on grade concrete should meet the requirement for
structural fill. After construction of the building pad, a granular mat should be provided
below the floor slabs. The mat should consist of sand or sand - gravel mixture with non-
plastic fines. The material should all pass a 3/4 inch sieve and should contain less than
seven percent passing the # 200 sieve. The mat shall be compacted to the requirement
Bob J. Arnold, PE 14355 Batlenberg Drive Boise, Idaho 83713
208-440-6276
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
for structural fill. All slabs should be suitably reinforced to make them as rigid as
possible. Proper joints should be provided at the junctions of the slab and foundation
system so that independent movement can occur without causing damage.
Flexible Pavement Section
Based upon laboratory test results for R -Value of R=8 and a Traffic Index of
TI=6, the proposed new roadways within the proposed subdivision should include a
minimum of 2.5" ACP, 4.0" Base Coarse, and 12.0' Sub Base. If structural fill is used to
fill the site or if the entire depth of overburden soils are removed during site grading
operations, then a reduction in recommended pavement sections is possible. Contact
this engineer for reduced section where structural fill is utilized and where surface clay
containing soils are removed.
Pavement
Layer
Layer
Thickness
Asphaltic Concrete
2.5"
Base Coarse3/4" minus
4.0"
Sub base Pitrun
12.0"
It should be anticipated that materials meeting the requirements of ISPWC are
required for any work within this project.
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho $3713
208-440-6276
General Comments
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
After the plans and specifications for onsite construction are completed, it is
recommended that this consultant be provided the opportunity to review the final design
and specifications. This review will confirm that the earthwork recommendations have
been properly interpreted and implemented. At that time, it may be necessary to submit
supplementary recommendations. This review is a part of this service and will not result
in additional invoicing unless additional research and recommendations are needed.
Testing and inspection services are recommended herein. Proper quality control
during construction is required to confirm materials and methods and thereby obtain a
desirable finished product. Monitoring and testing should also be performed to verify
suitability of materials used for structural fills and to confirm subgrade grubbing, stability,
and proper placement and compaction of fills. Any deviations from the herein described
subsurface conditions should be brought to the attention of this consultant.
This report has been prepared for the exclusive use of the identified client and
their retained design consultants. Findings and recommendations within this report are
for specific application to the proposed construction described herein and apply only to
the property identified.
Appendix Follows
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
is •. •�• • w
208-440-6276
Page
Vicinity Map
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Proposed Subdivision Plan w/ Test Pit Locations
Test Pit Logs (9)
Soil Log Legend
Pavement Section Calculation Sheet
Abbreviations & Acronyms
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
208-440-6276
18, 2013
Vicinity Map
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
NW Corner Ustick Road and Cooper Lane
Meridian, Idaho
From Google Earth 2012
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
mo!rfi= 1, m V
208-440-6276
Page 15 of 27
Proposed Subdivision Plan
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Idoe@msn.com
With approximate test pit location
Supplied by Client
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
208-440-6276
April 18, 2013
Test Pit #: TP -1
Page
Test Pit Log
File:
Civil Engineering
Geotechnical Engineering
Materials Testing 8, Inspection Services
Client: CK Engineering Date Excavated:
Project: Richard Property Excavator:
Location: East End, North Field Logged By:
121108001
November 10, 2012
Brunell / Excavator
Bob Arnold
DEPTH
SOILS DESCRIPTION
Sample
Type
#
4
#
10
#
40
#
200
M
PI
LL
0.0.0.5
Organic Layer / Root Zone
0.5-3.0
Red to Brown, Moist, clayey Slit
Bag
2.0
100
99
97
60.0
16.5
NP
NP
3.04.5
Tan, Very Firm, Hardpan layer
4.5-6.5
Tan, Moist, Cemented, Slit
6.5
Gravel Contact
6.5-11.0
Sand and Gravel, Cemented at
contact, free draining at 7.0'
11.0
Bottom of Hole
Comments
GW at 9.0' When Excavated
GW > 9.0' on 12/12/12
9.5' Dry on 04/18/13
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
208-440-6276
rr,
Test Pit Log
Civil Engineering
Geotechnical Engineering
Materials Testing lk Inspection Services
Test Pit #:
TP -2
File:
Client:
CK Engineering
Date Excavated:
Project:
Richard Property
Excavator:
Location:
North End, Center
Logged By:
121108001
November 10, 2012
Brunell / Excavator
Bob Arnold
DEPTH
SOILS DESCRIPTION
Sample
Type
#
4
#
10
#
40
#
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.5-2.3
Red to Brown, Moist, clayey Silt
R -Value R = 8
Bucket
2.5
100
99
82
28.7
10.7
9.1
32.2
2.33.5
Tan, Firm, Hardpan layer
3.5
Gravel Contact
3.5.11.5
Sand and Gravel, Cemented at
contact, free draining at 6.0'
11.5
Bottom of Hole
Comments
GW at 11.0' When Excavated
Bob J. Arnold, PE 14355 Battenberg Drive Bolse, Idaho 83713
Bob J. Arnold, PE
208-440-6276
Test Pit Log
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Test Pit #: TP -3 File:
Client: CK Engineering Date Excavated:
Project: Richard Property Excavator:
Location: West End, North Field Logged By:
130316001
121108001
November 10, 2012
Brunell / Excavator
Bob Arnold
DEPTH
SOILS DESCRIPTION
Sample
Type
#
4
#
10
#
40
#
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.5-1.5
Red to Brown, Moist, Silty Clay
Bag
1.2
100
99
94
65.9
16.6
18.1
39.8
1.53.0
Tan, Firm, Hardpan layer
3.0
Gravel Contact
3.0-10.0
Sand and Gravel, Cemented at
contact, free dralnin at 6.0'
10.0
Bottom of Hole
Comments
GW at 8.5' When Excavated
Piezometer Installed
GW at 8.0' on 12/12/12
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
208-440-6276
18, 2013
Test Pit Log
Civil Engineering
Geotechnical Engineering
Materials Testing 81 Inspection Services
Test Pit #:
TP -4
File:
Client:
CK Engineering
Date Excavated:
Project:
Richard Property
Excavator:
Location:
West End, South Field
Logged By:
121108001
November 10, 2012
Brunell/ Excavator
Bob Arnold
DEPTH
SOILS DESCRIPTION
Sample
Type
#
4
#
10
#
40
#
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.5-3.0
Red to Brown, Moist, Silly Clay
3.0-4.0
Tan, Firm, Hardpan layer
4.0
Gravel Contact
4.0.11.0
Sand and Gravel, Cemented at
contact, free draining at 6.0'
11.0
Bottom of Hole
Comments
GW at B.5' When Excavated
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 biarnoldpeCo
April 18, 2013 Page 20 of 27
Test Pit Log
Test Pit #: TP -5 File:
Client: CK Engineering Date Excavated:
Project: Richard Property Excavator:
Location: Center, Near NW corner Richards Property Logged By:
121108001
November 10, 2012
Brunell/ Excavator
Bob Arnold
Bob J. Arnold, PE 14356 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
If
DEPTH
SOILS DESCRIPTION
TYp.
4
10
40
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.5.3.0
Red to Brown, Moist, Silty Clay or
Bag
99
98
93
64.1
14.5
NP
NP
Clayey Silt
2.0
3.0.4.0
Tan, Firm, Hardpan layer
4.0
Gravel Contact
4.0.10.0
Sand and Gravel, Cemented at
contact, free draining at 6.0'
10.0
Bottom of Hole
GW at 8.0' When Excavated
Comments
Piezometer Installed
GW at 7.5' on 12/12/12
Well silted to 7.0 Dry on 4/18/13
Bob J. Arnold, PE 14356 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
411-i 1 .:la1-IMe.
Test Pit Log
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Test Pit #:
TP -1S
File:
Client:
Trilogy Development
Date Excavated:
Project:
Woodburn West Sub
Excavator:
Location:
Saleen — SE Corner
Logged By:
130316001
April 2, 2013
Brunell / Excavator
Bob Arnold
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0-0.5
Organic Layer/ Root Zone
0.0-2.0
Black to Dark Brown, Moist, Soft,
Bag
98
98
92
69.9
24.5
NP
NP
Sandy SILT (ML)
1.5
2.0-3.5
Brown, Moist, Firm, Weakly
Bag
100
92
82
63.3
25.5
NP
NP
Cemented Sandy SILT (ML)
3.0
Cemented articles
3.5
Gravel Contact
3.5.9.0
Sand and Gravel, Cemented at
contact, free draining at 5.0'
9.0
Bottom of Hole
GW at 8.5' When Excavated
Comments
Plezometer Installed
GW at 8.5' on 4/18/12
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
208-440-6276
Test Pit Log
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Test Pit #:
TP -2S
File:
130316001
Client:
Trilogy Development
Date Excavated:
April 2, 2013
Project:
Woodburn West Sub
Excavator:
Brunell / Excavator
Location:
Saleen — East Center
Logged By:
Bob Arnold
Bob J. Arnold, PE 14365 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
TYpe
4
10
40
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.0-2.5
Light Brown, Moist, Soft, Sandy,
Bag
100
97
88
56.6
22.2
10.5
38.5
SILT (ML)
2.0
2.0-4.0
Brown, Moist, Firm, Weakly
Cemented Sandy, SILT
4.0.6.0
Light Brown to Tan, moist to Wet,
Bag
100
99
97
92.2
31.6
11.6
36.9
Fine, Elastic SILT (ML)
4.5'
6.0
Gravel Contact
6.0-12.0
Sand and Gravel, Cemented at
contact, free draining at 7.5'
12.0
Bottom of Hole
GW at 11.0' When Excavated
Comments
Bob J. Arnold, PE 14365 Battenberg Drive Boise, Idaho 83713
Bob J Arnold, PE CivilEngineering
Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 biarnoldpe@ msn-com
April 18, 2013 Page 23 of 27 130316001.doc
Test Pit Log
Test Pit #: TP -3S File: 130316001
Client: Trilogy Development Date Excavated: April 2, 2013
Project: Woodburn West Sub Excavator: Brunell / Excavator
Location: Saleen — SE Corner Logged By: Bob Arnold
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.0.1.5
Light Brown to Tan, Moist, Soft,
Bag
97
88
69
52.2
18.8
NP
NP
Sandy, SILT
1.2
1.5
Gravel Contact
1.5-8.0
Sand and Gravel, Cemented at
contact, free draining at 7.0'
8.0
Bottom of Hole
GW at 7.0' When Excavated
Comments
Plezometer Installed
GW at 6.5' on 4/18/12
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
Bob J. Arnold, PE
Civil Engineering
Geotechnical Engineering
Materials Testing 8, Inspection Services
208-440-6276 blarnoldae
April 18, 2013 Page 24 of 27
Test Pit Log
Test Pit #: TP -4S File:
Client: Trilogy Development Date Excavated:
Project: Woodburn West Sub Excavator:
Location: Saleen — West Center Logged By:
130316001
April 2, 2013
Brunel) / Excavator
Bob Arnold
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
sample
#
#
#
#
DEPTH
SOILS DESCRIPTION
Type
4
10
40
200
M
PI
LL
0.0-0.5
Organic Layer / Root Zone
0.0-2.5
Light Brown, Moist, Soft, Sandy,
SILT
2.0-4.0
Brown, Moist, Firm, Weakly
Cemented Sandy, SILT
4.0-6.0
Light Brown to Tan, moist to Wet,
Fine, Sllty/ Clay
6.0
Gravel Contact
6.0-11.0
Sand and Gravel, Cemented at
contact, free draining at 7.5'
11.0
Bottom of Hole
GW at 8.0' When Excavated
Comments
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
i • '• 1 i e O
208-440-6276
18, 2013
Civil Engineering
Geotechnical Engineering
Materials Testing & Inspection Services
Soil Log Legend
UNIFIED SOIL CLASSIFICATION SYSTEM
(ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES)
MAJOR
DIVISIONS1=1
TYPICAL
DESCRIPTIONS
COARSE
GRAINED
SOILS
<50%-#200
GRAVEL &
GRAVELLY
SOILS
<50%-#4
<5 % -#200
GW
Well -graded gravel, gravel -sand mixture, little or no
fines.
GP
Poorly -graded gravel, gravel sand mixture, little or
no fines
5-12%-#200
>12%-#200
1 GMSilt
ravel ravel -sand -slit mixtures
GC
Clayey ravel, ravel-sand-claymixtures
SAND &
SANDY SOILS
>_ 50%- # 4
< 5 % - 8200
SW
SP
Well -graded sand, gravelly sand, little or no fines.
Poorl raded sand, ravel) sand, little or no fines
>12%-#200
SM
Sllt sand, sand -silt mixtures
SC
Clayey sand, sand -clay mixtures
FINE
GRAINED
SOILS
> 50%- #200
SILTS AND
CLAYS
LL< 50%
SILTS A
CLAYS
LL Z50%
INORGANICML
Inorganic slit and very fine sand, rock flour, silty or
clayey fine sand or clayey silt with slight plasticity
CL
Lean clay -low to medium plasticity, gravelly clay,
sandy clay, silty clay
ORGANIC
OL
Or snit silt and or anic silty clay of low lasticii
I Elastic silt, micaceous or diatomaceous fine sand
or silty soil.
CH
Fat cls - high plasticity
ORGANIC
OH
organic cia -med. or high plasticity: organic silt
HIGHLY
ORGANIC
SOILS
PT
Peat, humus, swamp soil with high organic content
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
® e� Civil Engineering
klArnold, Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 biarnoldpe@msn.com
April 18, 2013 Page 26 of 27 130316001.doc
PAVEMENT SECTION DESIGN
DESIGN SECTION CALCULATIONS
(ACHD R -Value Method)
Project: Woodburn West Subdivision He No.: 130316
Ustick Road - Meridian, Idaho Calc By: B. Arnold
Client: Trilogy Development Date: 04/18/13
Design Thickness Equation:
T = 0.0032 (TI) (100-R)(12) = GE (inches)
T= Design Thickness TI = Traffic Index = 6 Assumed
GE = Gravel Equivalent R = R -Value = 8 Soil Test
GE= 21.7 Inches
ACHD ACP, 3/4" Road Base and Aggregate Subbase
Actual Thickness Equivalent Thickness
ACHD Asphalt Concrete Thickness= 2.5 Inches ACE= 5.6 Inches
3/4" Road Base Thickness Desired= 4.0 Inches RBE= 4.4 Inches
Calculated Aggregate Subbase Thickness Equation:
Subbase Thickness=SB=GE-ACE-RBE
SB= 11.7 Inches
CALCULATED DESIGN SECTION
ACHD Asphaltic Concrete= 2.5 inches
3/4" Road Base = 4.0 inches
Aggregate Subbase = 12.0 inches
RECOMMENDED DESIGN SECTION
Asphaltic Concrete = 2.5 inches
3/4" Road Base = 4.0 inches
Aggregate Subbase = 12.0 inches
Bob J. Arnold, PE 14355 Baltenberg Drive Boise, Idaho 83713
[ b, Arnold,vil Engineering
J. 1 e 1Geotechnical Engineering
Materials Testing & Inspection Services
208-440-6276 biarnoldl2e@msn.com
April 18, 2013 Page 27 of 27 130316001.doc
Abbreviations and Acronyms
AASHTO
American Association of State Highway & Transportation Officials
ASTM
American Society for Testing and Materials
ACP
Asphaltic Concrete Pavement
BH
Bore Hole
IBC
International Building Code
ISPWC
Idaho Standard for Public Works Construction
ITD
Idaho Transportation Department
NP
Non Plastic
PCC
Portland Cement Concrete
PCF
Pounds per Cubic Foot
TP
Test Pit
USCS
Unified Soil Classification System
CL
Clay
ML
Silt
SM
Sand
NOTHING FOLLOWS
Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713
. IDAHO
SURVEY
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GROUP
I I
�-' 1450 East Watertower St. I
Suite 130
Meridian, Idaho 83642
Soh
Phone (208) 846-8570
Fax (208) 884-5399
April 29, 2013
CLOSURE SHEET FOR
WOODBURN WEST SUBDIVISION
Section Tie
Course: N 88-43-02 W Length: 665.30
Course: N 00-23-27 E Length: 141.63 to RPOB
Course: N 67-09-36 W Length: 129.84
Course: N 71-02-19 W Length: 75.67
Course: N 66-37-06 W Length: 55.79
Course: N 51-24-02 W Length: 66.02
Course: N 47-26-41 W Length: 78.17
Course: N 38-29-05 W Length: 31.20
Course: N 72-42-55 W Length: 123.96
Course: N 71-14-14 W Length: 117.61
Course: N 69-15-45 b"� Length: 67.3,
Course: S 00-20-14 W Length: 440.85
Course: N 88-43-02 W Length: 172.47
Course: N 00-02-28 E Length: 482.45
Course: N 81-01-42 W Length: 125.46
Course: N 14-45-42 W Length: 659.21
Course: N 00-12-56 E Length: 189.24
Course: S 88-56-05 E Length: 471.13
Course: N 00-20-14 E Length: 42.15
AZ
nexv-
SAISG Projects\Richards 16ac Bdy-Topo-Platting 12-130\Documents\Woodburn no 2 CLOSURES.rtf
Course: S 86-56-20 E Length: 667.47
Course: S 00-23-27 W Length: 1203.62
Perimeter: 5199.69
Area: 1121832.54 25.85 acres
Mathematical Closure - (Uses Survey Units)
Error of Closure: 0.0000010 Course: N 45-00-00 E
Precision 1:5149808836.73
Prepared by:
�r �up, P.C.
7729
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Gregory G. Carter, P.L.S.
SASG Projects0chards 16ac Bdy-Togo-Platting 12-13000cumentslWoodburn no 2 CLOSURES.rtf
Job No. 12-130
ANNEXATION DESCRIPTION FOR
WOODBURN WEST SUBDIVISION
1450 East Watertower St.
Suite 130
Meridian, Idaho 83642
Phone (208) 846-8570
Fax (208) 884-5399
April 29, 2013
A parcel of land located in the SW 1/4 of Section 36, Township 4 North, Range 1 West,
Boise Meridian, Ada County, Idaho being more particularly described as follows:
Commencing at a brass cap monument marking the S1/4 corner of said Section 36 from
which a brass cap monument marking the SW corner of said Section 36 bears North 88°43'02"
West, 2662.29 feet;
feet; Thence along the South boundary line of said Section 36 North 8804302" West, 665.30
Thence leaving said South boundary line North 00023'27" East, 141.63 feet to a point on
the centerline of a drain ditch as shown on Record of Survey No. 6931, recorded June 8, 2002 as
Instrument No. 105073795, records of Ada County, Idaho, said point being the REAL POINT OF
BEGINNING;
Thence along said centerline the following 9 courses:
Thence North 67009'36" West, 129.84 feet;
Thence North 71 °02'19" West, 75.67 feet;
Thence North 66037'06" West, 55.79 feet;
Thence North 51 °24'02" West, 66.02 feet;
Thence North 47026'41" West, 78.17 feet;
Thence North 38°29'05" West, 31.20 feet;
Thence North 72042'55" West, 123.96 feet;
Thence North 71 °14'14" West, 117.61 feet, -
Thence North 69015'45" West, 67.37 feet to a point on the East boundary line of the SW
1/4 of the SW 1/4 of said Section 36,-
Thence along said East boundary line South 00020'14" West, 440.85 feet to a point on the
South boundary line of said Section 36:
Thence along said South boundary line North 88043'02" West, 172.47 feet;
Thence leaving said South boundary line North 00002128" East, 472.45 feet;
Thence North 81-01'42" West, 125.46 feet;
S:IISG Projects\Richards 16ac Bdy-Topo-Platting 12-1301Documentslannexation Woodburn Subdivision No 2 desc.rtf
Thence North 14°45'42" West, 659.21 feet;
Thence North 00°12'56" East, 189.24 feet to a point on the North boundary line of the SW
114 of the SW 1/4 of said Section 36;
Thence along said North boundary line South 88056'05" East, 471.13 feet to the SW 1/16
corner of said Section 36;
Thence along the West boundary line of the NE 1/4 of the SW 1/4 North 00°20'14" East,
42.15 feet to the southwest corner of Sienna Creek Subdivision No. 2 as filed in Book 96 of Plats
at Pages 11806 through 11808, records of Ada County, Idaho;
Thence along the exterior boundary line of said Sienna Creek Subdivision No. 2 South
86°56'20" East, 667.47 feet (formerly described as 667.41 feet);
Thence continuing along said exterior boundary line and the West boundary line of
Woodburn Subdivision as filed in Book 96 of Plats at Pages 11809 through 11811, records of Ada
County, Idaho and the southerly extension thereof South 00°23'27" West, 1203.62 feet to the
REAL POINT OF BEGINNING. Containing 25.85 acres, more or less.
Prepared by:
Id o Su C Group, P.C.
7729 W
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Of
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Gregory G. Carter, P.L.S.
SAISG Projects\Richards 16ac Bdy-Topo-Platting 12-1300ocumentslannexation Woodburn Subdivision No 2 desc.rtf
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Woodburn West
Phase Plan
Woodburn West
Phase Plan
I r.
Hearing Date: May 16, 2013
File No.: CPAM-12-007
Project Name: Woodburn West Subdivision
Request: Request to amend the Future Land Use Map contained in the Comprehensive Plan
to change the land use designation on 6.8+/- acres of land from Mixed Use —
Community (MU-C) with a Neighborhood Center (N.C.) overlay to MDR
(Medium Density Residential).
Location: The site is located north of W. Ustick Road, approximately 1/4 mile east of N. Linder
Road, in the SW '/ of Section 36, Township 4N, Range 1 W.
File No.: AZ-13-003
Request: Request for annexation & zoning of 25.8 acres of land with an R-8 zoning district.
File No.: PP-13-007
Request: Request for preliminary plat consisting of 99 single-family residential building
lots and 16 common/other lots on 25.75 acres of land in a proposed R-8 zoning
district.