ApplicationMayor Tammy de Weerd
City Council Members:
E IDIAN Keith Bird
i+ Brad Hoaglun
Charles Rountree
D A H O David Zaremba
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
To ensure that your comments and recommendations will be considered by
the Meridian City Council please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: January 8, 2012
Transmittal Date: December 17, 2012 File No.: MDA 12-009
Hearing Date: January 15, 2013
Request: Public Hearing: Modification to the Development Agreement for
Southridge
By: The Land Group
Location of Property or Project: south of W. Overland Road between S. Ten
Mile Road and S. Linder Road
Joe Marshall (No FP)
Scott Freeman (No FP)
Steven Yearsley (No FP)
Michael Rohm (No FP)
Tom O'Brien (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
City Public Works / Scott Steckline
City Planner
City Engineer
Economic Dev. (CUP only)
Parks Department
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/PP/SHP 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. Broadway Avenue, Meridian, ID 83642
Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org
E IDIAN - Planning Department
COMMISSION & COUNCIL REVIEW APPLICATION
Type of Review Requested (check all that apply)
❑ Alternative Compliance
❑ Annexation and Zoning
❑ Comprehensive Plan Map Amendment
❑ Comprehensive Plan Text Amendment
❑ Conditional Use Permit STAFF USE ONLY:
❑ Conditional Use Permit Modification O
❑ Design Review File numbers : JLC
,,V Development Agreement Modification
❑ Final Plat � � r74,y
❑ Final Plat Modification Project name: -,
❑ Planned Unit Development Date filed: Date complete:
❑ Preliminary Plat Assigned Planner: i
L ,
❑ Private Street g 1 l ,a , c t )
❑ Rezone Related files:
❑ Short plat
❑ Time Extension (Commission or Council)
❑ UDC Text Amendment Hearing date: ❑ Commission ❑
❑ Vacation (Council)
❑ Variance Council
❑ Other
Applicant Information
Applicant name: L401 t> %_g V UC \ , ( � Q' Phone:pl �Jq' 4A Fax: q39 --
Applicant address -4(02 T--- S+f-Ma M , eTkGte Zip: _ E-mail:i CO
Gt50' 1wt ffrm�v ► A .
Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned Wther 4AtG�T U
Owner name: JM,U L-" Q Le CdW let s Phone: Fax:
Owner address:
Zip: E-mail:
Agent name (e.g., architect, engineer, developer, representative): , ft56-�4 -beK5 ffV—
Firm name l C� � 6 �� N C Phone— ci Fax: CI3CI-4500
Address: VAOC—1 E Zip:93(ol(t E-mailvCiS!9 Q at01-cr
Primary contact is: )dAp,�p-llicfant ❑ Owner ❑ Agent ❑ Other
Contact name: 3"OIVDeR , si�.� Phone: CB0J^444( Fax:C13 9-44
Contact address: 4(02Cr C,�ky{F _bq_ , ONGLe Zip: n6 Ko E-mail:QJ Q �i5 �►t 1� V COVAc
ect Property Information
Location/street address:5cq rn —c -_)F Q0, 0-,rEVL*M'b M (L�
�'
Assessor's parcel number(s): f1A l,(. t" l"P l�E. 5 , L1� r
Township, range, section:
Current land use:
Total acreage:
Current zoning district:
33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
1 (Rev. 11129111)
0
Project/subdivision name:
General description of proposed project/request:
Proposed zoning district(s): r
Acres of each zone proposed:
Type of use proposed (check all that apply):
X Residential kCommercial ❑ Office ❑ Industrial ❑ Other
Amenities provided with this development (if applicable):
Who will own & maintain the pressurized irrigation system in this development?
Which irrigation district does this property lie within?
Primary irrigation source: Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):
Residential Project Summary (if applicable)
Number of residential units: Number of building lots:
Number of common and/or other lots:
Proposed number of dwelling units (for multi -family developments only):
1 Bedroom: 2 or more Bedrooms:
Minimum square footage of structure(s) (excl. garage): Proposed building height:
Minimum property size (s.f): Average property size (s.f.):
Gross density (DU/acre-total land): Net density (DU/acre-excluding roads & alleys):
Percentage of open space provided: Acreage of open space:
Percentage of useable open space: (See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc):
Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family
Non-residential Project Summary (if applicable)
Number of building lots: Other lots:
Gross floor area proposed: Existing (if applicable):
Hours of operation (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 any one time:
Number and ages of students/children (if applicable): Seating capacity:
Total number of parking spaces provided: Number of compact spaces provided:
Authorization
Print applicant name: ulAson Oms u,
Applicant signature: OVA&& 0ZdW--- Date: &r, 6, wz_
33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
2 (Rev. 11129/11)
THE LAND GROUP, INC.
December 6, 2012
Ms. Sonya Watters
Meridian Development Services
Planning Division
33 E. Broadway Avenue
Meridian, ID 83642
Re: Application for the SouthRidge Subdivision concerning
Modification of the Development Agreements — AZ -06-031, MDA -08-004
Dear Ms. Watters:
We are pleased to submit the enclosed application associated with the SouthRidge Subdivision, located
south of W. Overland Road between S. Ten Mile Road and S. Linder Road. This application requests
approval of a Development Agreement Modification.
Collectively, this Development Agreement Modification is proposed by all of the owners of the subject
property. They are:
• Linder 109, LLC. — 225 N. 9' St., Ste 820, Boise, ID 83702
• Meridian Library District, - 1326 W. Cherry Lane, Meridian, ID 83642
• Joint School District No. 2, 1303 E. Central Dr., Meridian, ID 83642
• Mission Investment Fund of the Evangelical Lutheran Church in America, 8765 W. Higgins Rd.,
Chicago, IL 60631
• DBTV, LLC., 209 W. Main St., Boise, ID 83702
• Corey Barton Homes, Inc., 1977 E. Overland Rd., Meridian, ID 83642
• Cabra Creek, LLC., 2228 W. Piazza St. , Meridian, ID 83646
The Land Group is pleased to represent these owners as the applicant for this request.
Background
The City of Meridian approved and entered into a Development Agreement regarding the Southridge
Subdivision in 2007. Subsequently, properties within the development have transferred ownership and
Several of these new owners have submitted applications to the City which presented alternate
development plans for specific parcels than what was contemplated by the original development
agreement.
The original development agreement was previously modified associated with changes to the Mission
Investment Fund property, and that modification was recorded in 2011.
Around the same time, Cabra Creek submitted to the City for applications associated with a portion of
the properties owned by them — resulting in an independent Development Agreement specific to the
area of the property near to the Ten Mile / Overland Rd intersection. When this development
01
Site Planning - Landscape Architecture - Civil Engineering • Golf Course Irrigation & Engineering - Graphic Design - Surveying
462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 - P 208.939.4041- F 208.939.4445 • www.thelandgroupinc.com
December 6, 2012
Page 2 of 3
agreement was created, the affected property was not removed from the original Southridge DA so both
agreements are presently affecting the property.
Similarly, DBTV has submitted applications associated with their intended development of an apartment
development on a portion of the property encompassed in the original Southridge DA. Upon City
approval of the apartment project, a separate DA was created specific to the DBTV property. This new
DA removed the DBTV property from the original Southridge DA.
Purposes of Modification
The enclosed application for Development Agreement Modification proposes a Development
Agreement which will entirely replace the original Development Agreement (AZ 06-031) and the
previous Development Agreement Modification (MDA 08-004).
This proposed modified Development Agreement does not replace or alter the Development Agreement
recorded by Cabra Creek, LLC (RZ 09-006) or the Development Agreement recorded by DBTV, LLC (RZ 11-
002).
This Development Agreement Modification proposes modifications to the Southridge Development
Agreement (as previously modified) to accomplish the following general changes:
1. Acknowledge that the DBTV property is governed by a separate Development Agreement and is
no longer subject to the original Southridge DA, or its subsequent modifications.
2. Acknowledge that a portion of the Cabra Creek property is governerd by a separate
Development Agreement, and that the balance of the Cabra Creek property is expected to
develop in a manner inconsistent with the original Southridge DA. At such time that Cabra Creek
receives City approval for alternative land uses and enters into a separate Development
Agreement specific to those uses, the Cabra Creek properties will no longer be subject to this
modified DA.
3. Acknowledge that specific parcels currently owned by Linder 109 have been proposed for civic
uses, which may or may not come to reality. In the event that Parcel 8 is developed a as a fire
station (or other specific uses as described in the proposed DA modification), these properties
will become excluded from the DA.
4. Provide for the exclusion of single family residential lots from the Development Agreement once
they have been platted.
5. Assign specific Conditions (per Section 6) of the Development Agreement to the particular
parcels and/or owner to which the condition applies. Because the original Southridge DA was
created at a time when Linder 109 owned the entirety of the property, it was appropriate that
the conditions applied globally to the developer. Now that there are multiple property owners
within the project, it is essential that all parties have clear understandings of responsibility for
the conditions governing development of the property.
6. Clarify that the Compliance Period/ Consent to Rezone (Section 7) is specific to each individual
owner and that a default by one owner does not constitute a default with respect to the other
owners and their properties.
*1
Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying
462 E. Shore Drive, Suite 100 - Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com
December 6, 2012
Page 3 of 3
We appreciate the City Staff's assistance as we have worked to assemble this application and write the
proposed Development Agreement Modification. We are confident that the proposed modifications
benefit both the property owners and the City, and will facilitate the effective development and
governance of the project as it continues moving forward.
We appreciate the opportunity to present this application and look forward to providing any additional
information required for City of Meridian City application process. If you have any questions, please do
not hesitate to contact me via email to iason(c�theland�roupinc.com or phone at 208-939-4041.
Sincerely,
J oensmer
Principal & Project Engineer
The Land Group, Inc.
Enclosures - Development Agreement Modification Application and specified supporting
attachments
0
Site Planning • Landscape Architecture • Civil Engineering - Golf Course Irrigation & Engineering • Graphic Design • Surveying
462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 - P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
(name) (address)
YUl 1> ( g -:!" 6 �.
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group
(name)
462 E. Shore Dr.
(address)
to submit the accompanying application(s) pertaining to that property.
Eaqle, ID
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this t: day of Rt- a -P -r,. [�: , 20 1'z-
' nature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
�yrmes
®� KOLA♦
�'44'��`� `•�c!> ; (Notary Public for Idaho)
Residing at:
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* My Commission Expires:
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
b4tv.LLe
I, �•n o �br w• Sc vna -9 s f. Co s t L4/, H- Jr— M a d h h
(name) (address)
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group 462 E. Shore Dr., Eagle, ID
(name) (address)
to submit the accompanying application(s) pertaining to that property.
I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this 17 t % day of 6 c lab -1— , 20 1 Z
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
•some&*
'• KOl��,
;•0��` `,J' ; (Notary Public for Idaho)
• ' e •V V Q T)�eiding at:
s'1 ALiy Commission Expires:
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
L,•,d�- 100% , t_Lc
4 y W .
(name)
(city)
being first duly sworn upon, oath, depose and say:
Gi5Z w, Ha/ -P Mees I.,
(address)
(state)
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group 462 E. Shore Dr., Eagle, ID
(name) (address)
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 of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this 1-7 016% day of 0 c "; A 4i , 20 1 'i_
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
•*,soon...
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(Notary Public for Idaho)
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®Residing at:
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
I, Meridian Library District 1326 W. Cherry Lane
Meridian (name) Idaho M42 s)
(city) (state)
being first duly sworn upon, oath, depose and say: _
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group 462 E. Shore Dr., Eagle, ID
(name) (address)
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 of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this 1-7 day of Ocko b r , 20
P1i irL. \ i&4 o2,
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
112'1a'a�-� - - -
(Notary Pftlicfo�r Idaho)
t Residing at:AA
of khftMy Commission Expires: &L/t /' �l(��57-
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO )
COUNTY OF ADA )
p _ (name) (address)
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group 462 E. Shore Dr., Eagle, ID
(name) (address)
to submit the accompanying application(s) pertaining to that property.
I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
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).
Dated this /7 day of UA,trq , 20 I ?---
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
.••`""""'•.• (N ary Public for Idaho)
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STATE OF IDAHO )
COUNTY OF ADA )
AFFIDAVIT OF LEGAL INTEREST
ta,,�.
(name) (address),
(city) (state) .
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to:
The Land Group 462 E. Shore Dr., Eagle, ID
(name) (address)
to submit the accompanying application(s) pertaining to that property.
I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this Cf day of�Jd'o20
t
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
,. ,DN/y (Notary Public or Idaho)
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Residing at: TT DARLING
My Commission Expires: RESIDING: EAGLE, ID
COMMISSION S. 114W13
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AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO
COUNTY OF ADA
I �o� Sc�� •D is`�R�c� Pa. z 1 03 E. �,rNJ-izA
Q (name) (address)
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to: �$c��1+a���e 5��os, s,�.)
The Land Group , 462 E. Shore Dr., Eagle, ID
(name) (address)
to submit the accompanying application(s) pertaining to that property.
I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this 2 q day of ®C�yZtQ , 20 12
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above writte .
0���i(Notary Public for Idaho)
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Residing at: o&
My Commission Expires: --3".V- 15
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CONFERENCE REPORT
Project. S A Pro PA,
Date/Time: ��,� (, Z0/2
Job Status: 4r PhS. ZZ
ITEMS DISCUSSED
THE LAND GROUP, INC.
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Landscape Architecture . Site Planning • Civil Engineering . Golf Course Irrigation & Engineering - Graphic Design • Surveying
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Landscape Architecture . Site Planning • Civil Engineering . Golf Course Irrigation & Engineering - Graphic Design • Surveying
462 E. Shore Drive, Ste. 100 Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com
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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 11-5A-5.
nw NoV. 30, tot 2.
Appli an agent signature Date
DEVELOPMENT AGREEMENT MODIFICATION
PARTIES: 1. City of Meridian
2. Linder 109, LLC, Owner
3. Meridian Library District, Owner
4. Joint School District No. 2, Owner
5. Mission Investment Fund of the Evangelical Lutheran Church in America,
Owner
6. DBTV, LLC, Owner
7. Corey Barton Homes, Inc., Owner
8. Cabra Creek, LLC, Owner
THIS DEVELOPMENT AGREEMENT MODIFICATION (this "Agreement"), is
made and entered into this day of , 2013, by and between City of
Meridian, a municipal corporation of the State of Idaho, hereafter called "CITY', whose address
is 33 East Broadway Avenue, Meridian, Idaho 83642 and Linder 109, LLC, whose address is
225 N. 9t' Street, Suite 820, Boise, Idaho 83702; Meridian Library District, whose address is
1326 W. Cherry Lane, Meridian, ID 83642; Joint School District No. 2, whose address is 1303 E.
Central Drive, Meridian, Idaho 83642; Mission Investment Fund of the Evangelical Lutheran
Church in America, whose address is 8765 W. Higgins Road, Chicago, Illinois 60631;
DBTV, LLC, whose address is 209 W Main Street, Boise, ID 83702; Corey Barton Homes, Inc.
whose address is 1977 E. Overland Road, Meridian, Idaho 83642; and Cabra Creek, LLC whose
address is 2228 W. Piazza Street, Meridian, Idaho 83646, hereinafter called "OWNERS".
1 RECITALS:
1.1 WHEREAS, Owners entered into the original Development Agreement (instrument
#107074205), approved on May 17, 2007 and recorded on May 24, 2007 on the land
described in Exhibit "A"; and
1.2 WHEREAS, the Owners entered into a modification of the original Development
Agreement (instrument #I 11102269), approved on December 13, 2011 and recorded
on December 13, 2011 on the land described in Exhibit "A"; and
1.3 WHEREAS, Cabra Creek, LLC, the Owner of a portion of the Property entered into
a Development Agreement (instrument #111046512), approved on June 7, 2011 and
recorded on June 8, 2011 on the land described in Exhibit `B"; and
Development Agreement Modification — Southridge Page 1 of 16
MDA xx-xxx
1.4 WHEREAS, DBTV, LLC, the Owner of a portion of the Property entered into a
Development Agreement (instrument #111099621), approved on November 21, 2011
and recorded on December 7, 2011 on the land described in Exhibit "C"; and
5 WHEREAS, Owners deems it to be in its best interest to enter into this Development
Agreement Modification and acknowledges that this Agreement replaces the original
Development Agreement (instrument #107074205) and its previous Development
Agreement Modification (instrument #111102269) in its entirety. This Development
Agreement modification does not replace or modify in any way that certain
Development Agreement by Cabra Creek, LLC (instrument #111046512) on the land
described in Exhibit "B"; and
1.6 WHEREAS, this Development Agreement Modification was entered into voluntarily
by the Owners at their urging and request; and
7 WHEREAS, Owners are the sole owners, in law and/or equity, of certain tracts of
land in the County of Ada, State of Idaho, described in Exhibit "A" for each owner,
which is attached hereto and by this reference incorporated herein as if set forth in
full, herein after referred to as the Property; and
1.8 WHEREAS, I.C. §67-6511A, Idaho Code, provides that cities may, by ordinance,
require or permit as a condition of re -zoning that the Owners make a written
commitment concerning the use or development of the subject Property; and
1.9 WHEREAS, City has exercised its statutory authority by the enactment of Meridian
City Code Section 11, Unified Development Code (UDC), which authorizes
development agreements upon the annexation and/or re -zoning of land; and
10 WHEREAS, Owners were granted annexation and zoning of the Property's
described in Exhibit A, with a designations of R-2 (Low Density Residential District),
R-4 (Low Density Residential District), R-8 (Medium Density Residential District),
TN -C (Traditional Neighborhood Center District), L -O (Limited Office District) and
TN -R (Traditional Neighborhood Residential District), (Municipal Code of the City
of Meridian); and
11 WHEREAS, Owners made representations at the public hearings both before the
Meridian Planning & Zoning Commission and before the Meridian City Council, as
to how the subject Property will be developed and what improvements will be made;
and
1.12 WHEREAS, record of the proceedings for the requested annexation and zoning
designation and the request for a modification of the Development Agreement of the
subject Property held before the City Council, include responses of government
subdivisions providing services within the City of Meridian planning jurisdiction, and
received further testimony and comment; and
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1.13 WHEREAS, City requires the Owners to enter into a development agreement
modification for the purpose of ensuring that the Property is developed and the
subsequent use of the Property is in accordance with the terms and conditions of this
development agreement, herein being established as a result of evidence received by
the City in the proceedings for zoning designation from government subdivisions
providing services within the planning jurisdiction and from affected property owners
and to ensure re -zoning designation is in accordance with the amended
Comprehensive Plan of the City of Meridian adopted August 6, 2002, Resolution No.
02-382, and the Zoning and Development Ordinances codified in Meridian City Code
Title 11, and the approved Ten Mile Interchange Specific Area Plan (adopted June,
2007).
NOW, THEREFORE, in consideration of the covenants and conditions set forth
herein, the parties agree as follows:
2 INCORPORATION OF RECITALS: That the above recitals are contractual and binding
and are incorporated herein as if set forth in full.
3 DEFINITIONS: For all purposes of this Agreement the following words, terms, and
phrases herein contained in this section shall be defined and interpreted as herein provided
for, unless the clear context of the presentation of the same requires otherwise:
3.1 CITY: means and refers to the City of Meridian, a party to this Agreement, which is
a municipal Corporation and government subdivision of the state of Idaho, organized
and existing by virtue of law of the State of Idaho, whose address is 33 East
Broadway Avenue, Meridian, Idaho 83642.
3.2 OWNERS: means and refers to Linder 109, LLC, whose address is 225 N. 9th Street,
Suite 820, Boise, ID 83702; the Meridian Library District, whose address is 1326
West Cherry Lane, Meridian, Idaho 83642; and Joint School District No. 2., whose
address is 1303 E. Central Drive, Meridian, Idaho 83642; Mission Investment Fund
of the Evangelical Lutheran Church in America, whose address is 8765 W. Higgins
Road, Chicago, Illinois 60631; DBTV, LLC, whose address is 209 W Main Street,
Boise, ID 83702; Corey Barton Homes, Inc. whose address is 1977 E. Overland
Road, Meridian, Idaho 83642; and Cabra Creek, LLC whose address is 2228 W.
Piazza Street, Meridian, Idaho 83646, the parties developing said Property and shall
include any subsequent owner(s) of the Property.
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3.3 PROPERTY: means and refers to that certain parcel(s) of Property located in the
County of Ada, City of Meridian as described in Exhibit A describing the parcels
having been annexed and zoned R-2 (Low Density Residential District), R-4 (Low
Density Residential District), R-8 (Medium Density Residential District), TN -C
(Traditional Neighborhood Center District), L -O (Limited Office District), TN -R
(Traditional Neighborhood Residential District) and C -C (Community Business),
attached hereto and by this reference incorporated herein as if set forth at length.
3.4 CABRA PROPERTY: means and refers to that certain parcel(s) of Property located
in the County of Ada, City of Meridian as described in Exhibit B describing the
parcels having been annexed and zoned C -C (Community Business), R-8 (Medium
Density Residential District), TN -R (Traditional Neighborhood Residential District)
and M -E (Mixed Employment), attached hereto and by this reference incorporated
herein as if set forth at length.
3.5 CBH PROPERTY: means and refers to that certain parcel(s) of Property located in
the County of Ada, City of Meridian as described in Exhibit E, attached hereto and by
this reference incorporated herein as if set forth at length.
3.6 DBTV PROPERTY: means and refers to that certain parcel(s) of Property located
in the County of Ada, City of Meridian as described in Exhibit C describing the
parcels having been annexed and zoned R-15 (Medium high-density Residential
District), attached hereto and by this reference incorporated herein as if set forth at
length.
3.7 LINDER 109 PROPERTY: means and refers to that certain parcel(s) of Property
located in the County of Ada, City of Meridian as described in Exhibit F, attached
hereto and incorporated herein as if set forth at length.
3.8 PARCELS NUMBERED ONE THROUGH TEN (1-10) INCLUSIVE: means
and refers to those certain parcel(s) of Property located in the County of Ada, City of
Meridian as identified by that certain Property Boundary Adjustment Survey
(instrument #109045733) prepared for Linder 109, LLC and recorded on April 22,
2009 as Record of Survey No. 8550, attached hereto as Exhibit D and by this
reference incorporated herein as if set forth at length.
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4 PROPERTIES TO BE REMOVED FROM DEVELOPMENT AGREEMENT:
4.1 CABRA PROPERTY: Prior to development of the Cabra Property, the Owner of
the Cabra Property shall obtain the City's approval for the rezoning of the property
and a Development Agreement specific to the uses proposed by the Owner and
accepted by the City. Upon approval by the City and recording of such a
Development Agreement, the Cabra Property shall not be subject to this Development
Agreement. Unless otherwise specifically modified, the Cabra Property shall remain
subject to all conditions of that specific Development Agreement (instrument
#111046512), approved on June 7, 2011 and recorded on June 8, 2011.
4.2 DBTV PROPERTY: The DBTV Property shall not be subject to this Development
Agreement. DBTV, LLC and the City have entered into a separate Development
Agreement governing development of the DBTV Property, said Development
Agreement (instrument #11109962 1) having been approved on November 21, 2011
and recorded on December 7, 2011.
4.3 LINDER 109 PROPERTY: In the event that Parcel 8 is developed as a fire station,
or as an alternative land use as described by Section 6.4.3 the property shall
automatically become excluded from this Development Agreement. In the event that
the portion of Parcel 7 lying west of Parcel 8 and adjacent to Overland and Ten Mile
Roads is developed as a park and ride area as described by Section 6.4.2 and becomes
the property of the Ada County Highway District or other similar agency, or if the
property is developed as an alternative land use as described by Section 6.4.2.4, the
property shall become automatically excluded from this Development Agreement.
4.4 SINGLE FAMILY RESIDENTIAL PROPERTIES: Upon the recording of a final
plat for a phase of development, the single family residential lots and common areas
created by that final plat shall become automatically excluded from this Development
Agreement.
5 USES PERMITTED BY THIS AGREEMENT:
The uses allowed pursuant to this Agreement are only those uses allowed under City's
Zoning Ordinance codified at Meridian City Unified Development Code Section 11-2A-
2, 11-213-2 and 11-2D-2, as follows:
5.1 Construction and development of a minimum of 1,000 residential units on the
property and a maximum of 1,286 residential dwelling units on the property, unless
otherwise specifically approved by the City Council through subsequent applications.
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5.2 Construction and development of:
SouthRidge Development Agreement Densities
Residential
Lots /
Units
R-2
On Parcels 1, 3, & 7
438
R-4
R-8
Apartments (R-15) on DBTV Pro erty
598
Beacon At SouthRid e (TN -C on Parcel 2
250
Total
1 286
Commercial /Retail /Community
Village Center
5
C -Store (Ten Mile / Overland)
3
Limited Office
5
Fire Station Parcel
1
School
1
Library
1
Total
16
Grand Total
1,302
5.2.1 on approximately 236.84 acres in the R-2, R-4, R-8, R-15, TN -R, and
TN -C zones;
5.3 No change in the uses specified in this Agreement shall be allowed without
modification of this Agreement.
6 CONDITIONS GOVERNING DEVELOPMENT OF SUBJECT PROPERTY:
6.1 Owners shall develop the Property in accordance with the following special
conditions:
6.1.1 That all future development shall not involve uses, activities, processes,
materials, equipment and conditions of operation that will be detrimental
to any persons, property or the general welfare by reason of excessive
production of traffic, noise, smoke, fumes, glare or odors.
6.1.2 That the future uses and lots on this site shall conform to the District
Regulations and Allowed Uses contained in the Unified Development
Code (UDC), in effect at the time of development (building permit
submittal).
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6.1.3 That development of all parcels shall be consistent with the adopted Ten
Mile Area Specific Plan, as submitted and approved by the City. No
variances to lot dimensions, setbacks or block lengths shall be requested as
part of the development or platting of the parcels.
6.1.4 That all future development of the subject property shall be constructed in
accordance with City of Meridian ordinances in effect at the time of
building permit submittal. All lots shall comply with the standard lot size,
setbacks, and street frontage requirements of the R-2, R-4, R-8, R-15,
TN -C and TN -R zones established in the UDC.
6.1.5 That all future development of the TN -C and TN -R zoned lots with
frontage on Overland Road or Linder Road, be subject to Design Review
approval; that all TN -C zoned lots except for the public library, and the
two 1 -story wings attached to the 4 -story assisted living facility on Parcel
2, develop consistent with UDC standards for the TN -C zone and that all
commercial buildings in the TN -C zone be located between the public
street and the parking lot (as shown on the revised master concept plan
dated October 10, 2008, attached as Exhibit A.3 to instrument
#111102269).
6.1.6 That Owners shall be allowed to submit development application(s) that
may not be contiguous with any previously submitted or approved
development phase(s) or plats within the development.
6.1.7 That prior to issuance of any building permit, the subject property be
subdivided in accordance with the City of Meridian Unified Development
Code, except for those Parcels 2, 5, and 8 which may not require platting
[as a result of realignment of four legally buildable parcels via the
Property Boundary Adjustment survey (instrument #109045733)].
6.1.8 That, subject to ACHD approval, a maximum of five public street
accesses, and up to two driveways, to Overland Road will be allowed on
this site (not including the fire station).
6.1.9 That the applicant shall release any interest the subject properties may
have in existing private road easements for Windy Ridge Lane and/or Old
Thorn Lane as the areas are developed and/or platted. That the applicant
agrees that they will not be allowed to record lots that are currently
encumbered by private lane easements, until said easements are vacated.
6.1.10 That the Owner will be responsible for all costs associated with extension
of sewer and water services.
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6.1.11 That all internal landscaping shall be installed as each parcel develops or
final plats, prior to occupancy of any structure within each phase.
6.1.12 That street buffer landscaping shall be installed as follows:
6.1.12.1 the street buffer adjacent to Linder Road on Parcel 1 in the
TN -R zone shall be installed with the first final plat for phase 1;
6.1.12.2 all street buffer landscaping adjacent to Linder Road on
Parcel 3 shall be installed with the first development application
for Parcel 3;
6.1.12.3 all street buffer landscaping adjacent to Overland Road and
Ten Mile Road on Parcel 7 shall be installed with the first
development application for Parcel 7;
6.1.12.4 street buffer landscaping adjacent to Overland Road on
Parcel 8 shall be installed with the development of Parcel 8;
6.1.12.5 At this time, the UDC does not require street buffer
landscaping in the TN -C district; if the UDC changes in the future
and street buffers are required, the applicant shall comply with
standards in effect at the time of development.
6.1.13 That the applicant shall comply with all adopted state and federal air and
dust particulate emission standards. The applicant shall make all
reasonable attempts to abate (mitigate) dust settling on adjacent properties
generated by the development of the property. The applicant shall keep a
water truck on site at all times during construction activity, unless
otherwise allowed by authorized city staff, and the applicant shall use said
truck to abate the emission of dust.
6.2 The Owner of the CABRA PROPERTY shall develop the CABRA PROPERTY in
accordance with the following special conditions:
6.2.1 As approved by Meridian City Council (per Development Agreement
recorded as instrument number 111046512), one right-in/right-out access
to Ten Mile Road is permitted subject to approval by ACHD and
incorporating the following safety considerations: a deceleration lane;
construction of medians to prevent left-hand turn exits; and any other
safety items that ACHD would see fit, subject to ACHD's engineering and
traffic engineer approval.
6.2.2 That due to the fact that there is no existing feed for the new high pressure
water zone created by development of the CABRA PROPERTY, prior to
development the Owner shall install a domestic water booster station and
donate a well site on the south side of the Ridenbaugh Canal at the
location as coordinated with the City's Public Works Department.
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6.3 The Owner of the CBH PROPERTY shall develop the CBH PROPERTY in
accordance with the following special conditions:
6.3.1 That the Owner will construct a 10 -foot wide multi -use pathway through
the site generally consistent with the applicant's interconnectivity plan
from Linder Road to the park and continuing to Ten Mile Road. The
multi -use pathway shall be installed as follows:
6.3.1.1 The portion of the pathway on Parcels 1, 3 and 7 where not
adjacent to Linder Rd or Overland Rd shall be constructed
concurrently with the improvements for each phase of
development containing that specific portion of the pathway.
6.3.1.2 The portion of the pathway adjacent to Linder Rd on Parcel 3 shall
be constructed with installation of street buffer landscaping per
Section 6.1.12.2.
6.3.1.3 The portion of the pathway adjacent to Overland Rd on Parcels 7
and 8 shall be constructed with installation of street buffer
landscaping per Section 6.1.12.3 and 6.1.12.4.
6.3.1.4 The city will require additional multi -use pathways that are
consistent with the City's Pathways Plan, generally along the
Ridenbaugh Canal and/or within the Northwest Pipeline (Williams
Pipeline) easement, as the parcels develop.
6.3.2 That, subject to ACHD approval, a maximum of two public street
accesses, and no direct lot access or driveways, to Linder Road will be
allowed on this site.
6.3.3 That the Owner agrees to provide at least the following amenities: a
community clubhouse, pool area, and tot lot; and any other amenities
required by the Commission and/or Council at the public hearings.
6.3.4 That the park lot, private clubhouse and pool shall be constructed on
Parcel 1 prior to occupancy of the 3001h single family residential dwelling
developed on Parcels 1, 3 and 7.
6.3.5 That any future buildable lot shall not be encumbered by the existing
Northwest Pipeline (Williams Pipeline) easement that bisects this
property.
6.3.6 That a public street system be constructed on the site that is in general
compliance with the submitted revised Overall Master Concept Plan
(conceptual Project Master Development Plan), prepared by The Land
Group, Inc., labeled sheet 1, dated October 10, 2008. Detailed review and
approval of the internal street systems will occur with the development or
platting of each phase.
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6.3.6.1 That a public street stub shall be provided to at least one of the 5 -
acre lots in Val Vista Subdivision, when the applicable/adjacent
portion of Parcel 7 is platted. Said stub street shall be located near
the west property line of Parcel 7.
6.3.6.2 That a public street stub shall be provided to either Parcel
#51223233905 or 451223234100, when Parcel 7 is platted.
6.3.7 That the height of homes on the southern border shared with Val Vista
Subdivision and Aspen Cove Subdivision, lying west of the Ridenbaugh
Canal, be limited to a maximum height of 22 feet above the native grade at
the shared property line with Val Vista Subdivision or Aspen Cove
Subdivision , to the average height of the highest roof surface.
6.3.8 That the number of building lots along the southern property boundary
abutting the lots in Val Vista Subdivision shall be the same as approved
with the original conceptual development plan.
6.3.9 That lots along the southern border shared with Val Vista Subdivision and
Aspen Cove Subdivision provide a 50 -foot rear setback.
6.3.10 That prior to the signature of the final plat for each phase of development,
the applicant shall submit and obtain Design Review approval (if
established); or submit and obtain City Council approval (or a
development agreement modification) of plans that propose specific and
detailed architectural guidelines for this development and that address (at a
minimum) variety in structures within a block, building mass, building
materials, rooflines, colors, and architectural styles.
6.4 The Owner of the LINDER 109 PROPERTY shall develop the LINDER 109
PROPERTY in accordance with the following special conditions:
6.4.1 That the applicant shall incorporate and build at least one transit stop,
including benches and covers in coordination with the requirements of the
transit authority concurrent with the development of the village center at
Overland Road and Linder Road. Said transit stop shall be completed prior
to occupancy of the first building within this village center. If the transit
authority determines that this location is not suitable for a transit stop and
provides written confirmation of this determination, the applicant shall be
relieved of this obligation.
6.4.2 That the applicant shall incorporate and construct a park and ride area on
the portion of Parcel 7 lying west of Parcel 8 and adjacent to Overland and
Ten Mile Roads, subject to
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6.4.2.1 Subject to purchase of the property by the Ada County Highway
District for purposes of a park and ride area; and
6.4.2.2 Agreement by the Ada County Highway District to pay for
necessary improvements associated with development of the parcel
for purposes of a park and ride area.
6.4.2.3 In the event that 6.4.2.1, 6.4.2.2 and 6.4.2.3 do not occur, the
applicant shall be allowed to pursue alternative land uses for the
property that are consistent with its location at the intersection of
principal arterial roadways. Upon approval of an alternative land
use, the properties shall automatically be excluded from this
Development Agreement.
6.4.3 That the applicant shall offer Parcel 8 to the local fire district for purposes
of a fire station. If, in the event that the fire district has no need for a
station at this location, or that the applicant and fire district cannot reach
an acceptable purchase and sale agreement, the applicant shall be allowed
to pursue alternative land uses for Parcel 8 consistent with its location at
the intersection of principal arterial roadways. Upon approval of an
alternative land use, Parcel 8 shall automatically be excluded from this
Development Agreement.
7 COMPLIANCE PERIOD / CONSENT TO REZONE: This Agreement and the
commitments contained herein shall be terminated, and the zoning designation reversed,
upon a default of the Owners or Owners' successors, assigns, to comply with Section 6
entitled "Conditions Governing Development of Subject Property" of this agreement within
ten years of the date this Agreement is effective, and after the City has complied with the
notice and hearing procedures as outlined in Idaho Code §67-6509, or any subsequent
amendments or recodifications thereof.
8 CONSENT TO DE -ANNEXATION AND REVERSAL OF ZONING DESIGNATION:
Upon default, Owners consent with respect to their own property to the reversal of the zoning
designation of the Property subject to and conditioned upon the following conditions
precedent to -wit:
8.1 That the City provide written notice of any failure to comply with this Agreement to
Owners and if the Owners fails to cure such failure within six (6) months of such
notice
INSPECTION: Owners shall, immediately upon completion of any portion or the entirety
of said development of the Property as required by this agreement or by City ordinance or
policy, notify the City Engineer and request the City Engineer's inspections and written
approval of such completed improvements or portion thereof in accordance with the terms
and conditions of this Development Agreement and all other ordinances of the City that
apply to said Development.
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10 DEFAULT:
10.1 In the event Owners, Owner's successors, assigns, or subsequent owners of the
Property or any other person acquiring an interest in the Property, fail to faithfully
comply with all of the terms and conditions included in this Agreement in connection
with the Property, this Agreement may be modified or terminated by the City with
respect to that Owner's property upon compliance with the requirements of the
Zoning Ordinance.
10.2 A waiver by City of any default by Owners of any one or more of the covenants
or conditions hereof shall apply solely to the breach and breaches waived and shall
not bar any other rights or remedies of City or apply to any subsequent breach of any
such or other covenants and conditions.
11 REQUIREMENT FOR RECORDATION: City shall record either a memorandum of this
Agreement or this Agreement, including all of the Exhibits, at Owner's cost, and submit
proof of such recording to Owner, prior to the third reading of the Meridian Zoning
Ordinance in connection with the re -zoning of the Property by the City Council. If for any
reason after such recordation, the City Council fails to adopt the ordinance in connection
with the annexation and zoning of the Property contemplated hereby, the City shall execute
and record an appropriate instrument of release of this Agreement.
12 ZONING: City shall, following recordation of the duly approved Agreement, enact a valid
and binding ordinance zoning the Property as specified herein.
13 REMEDIES: This Agreement shall be enforceable in any court of competent jurisdiction by
either City or Owners, or by any successor or successors in title or by the assigns of the
parties hereto. Enforcement may be sought by an appropriate action at law or in equity to
secure the specific performance of the covenants, agreements, conditions, and obligations
contained herein.
13.1 In the event of a material breach of this Agreement, the parties agree that City and
Owner shall have thirty (30) days after delivery of notice of said breach to correct the
same prior to the non -breaching party's seeking of any remedy provided for herein;
provided, however, that in the case of any such default which cannot with diligence
be cured within such thirty (30) day period, if the defaulting party shall commence to
cure the same within such thirty (30) day period and thereafter shall prosecute the
curing of same with diligence and continuity, then the time allowed to cure such
failure may be extended for such period as may be necessary to complete the curing
of the same with diligence and continuity.
13.2 In the event the performance of any covenant to be performed hereunder by either
Owner or City is delayed for causes which are beyond the reasonable control of the
party responsible for such performance, which shall include, without limitation, acts
of civil disobedience, strikes or similar causes, the time for such performance shall be
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extended by the amount of time of such delay.
14 SURETY OF PERFORMANCE: The City may also require surety bonds, irrevocable
letters of credit, cash deposits, certified check or negotiable bonds, as allowed under
Meridian City Code, to insure that installation of the improvements, which the Owner agrees
to provide, if required by the City.
15 CERTIFICATE OF OCCUPANCY: The Owner agrees that no Certificates of Occupancy
will be issued until all improvements are completed, unless the City and Owner has entered
into an addendum agreement stating when the improvements will be completed in a phased
developed; and in any event, no Certificates of Occupancy shall be issued in any phase in
which the improvements have not been installed, completed, and accepted by the City.
16 ABIDE BY ALL CITY ORDINANCES: That Owner agrees to abide by all ordinances of
the City of Meridian and the Property shall be subject to de -annexation if the owner or his
assigns, heirs, or successors shall not meet the conditions contained in the Findings of Fact
and Conclusions of Law, this Development Agreement, and the Ordinances of the City of
Meridian.
17 NOTICES: Any notice desired by the parties and/or required by this Agreement shall be
deemed delivered if and when personally delivered or three (3) days after deposit in the
United States Mail, registered or certified mail, postage prepaid, return receipt requested,
addressed as follows:
CITY:
c/o City Clerk
City of Meridian
33 E. Broadway Ave.
Meridian, ID 83642
OWNERS:
Linder 109, LLC
225 N. 9th Street, Suite 820
Boise, Idaho 83702
Meridian Library District
1326 West Cherry Lane
Meridian, Idaho 83646
Joint School District No. 2
1303 E. Central Drive
Meridian, Idaho 83642
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Corey Barton Homes, Inc.
1977 E. Overland Road
Meridian, Idaho 83642
DBTV,LLC
6152 W. Half Moon Lane
Eagle, Idaho 83616
Cabra Creek, LLC
2228 W. Piazza Street
Meridian, Idaho 83646
Page 13 of 16
Mission Investment Fund of the Evangelical
Lutheran Church in America
8765 W. Higgins Road
Chicago, Illinois 60631
with copy to:
City Attorney
City of Meridian
33 E. Broadway Avenue
Meridian, Idaho 83642
17.1 A party shall have the right to change its address by delivering to the other party a
written notification thereof in accordance with the requirements of this section.
18 ATTORNEY FEES: Should any litigation be commenced between the parties hereto
concerning this Agreement, the prevailing party shall be entitled, in addition to any other
relief as may be granted, to court costs and reasonable attorney's fees as determined by a
Court of competent jurisdiction. This provision shall be deemed to be a separate contract
between the parties and shall survive any default, termination or forfeiture of this Agreement.
19 TIME IS OF THE ESSENCE: The parties hereto acknowledge and agree that time is
strictly of the essence with respect to each and every term, condition and provision hereof,
and that the failure to timely perform any of the obligations hereunder shall constitute a
breach of and a default under this Agreement by the other party so failing to perform.
20 BINDING UPON SUCCESSORS: This Agreement shall be binding upon and inure to the
benefit of the parties' respective heirs, successors, assigns and personal representatives,
including City's corporate authorities and their successors in office. This Agreement shall be
binding on the Owner of the Property, each subsequent owner and any other person acquiring
an interest in the Property. Nothing herein shall in any way prevent sale or alienation of the
Property, or portions thereof, except that any sale or alienation shall be subject to the
provisions hereof and any successor owner or owners shall be both benefited and bound by
the conditions and restrictions herein expressed. City agrees, upon written request of Owner,
to execute appropriate and recordable evidence of termination of this Agreement if City, in
its sole and reasonable discretion, had determined that Owner have fully performed its
obligations under this Agreement.
21 INVALID PROVISION: If any provision of this Agreement is held not valid by a court of
competent jurisdiction, such provision shall be deemed to be excised from this Agreement
and the invalidity thereof shall not affect any of the other provisions contained herein.
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22 FINAL AGREEMENT: This Agreement sets forth all promises, inducements, agreements,
condition and understandings between Owner and City relative to the subject matter hereof
and there are no promises, agreements, conditions or understanding, either oral or written,
express or implied, between Owner and City, other than as are stated herein. Except as
herein otherwise provided, no subsequent alteration, amendment, change or addition to this
Agreement shall be binding upon the parties hereto unless reduced to writing and signed by
them or their successors in interest or their assigns, and pursuant, with respect to City, to a
duly adopted ordinance or resolution of City.
22.1 No condition governing the uses and/or conditions governing re -zoning of the
subject Property herein provided for can be modified or amended without the
approval of the City Council after the City has conducted public hearing(s) in
accordance with the notice provisions provided for a zoning designation and/or
amendment in force at the time of the proposed amendment.
23 EFFECTIVE DATE OF AGREEMENT: This Agreement shall be effective on the date the
Meridian City Council shall adopt the amendment to the Meridian Zoning Ordinance in
connection with the annexation and zoning of the Property and execution of the Mayor and
City Clerk.
Development Agreement Modification — Southridge Page 15 of 16
MDA xx-XXX
ACKNOWLEDGMENTS
IN WITNESS WHEREOF, the parties have herein executed this agreement and
made it effective as hereinabove provided.
OWNERS:
LINDER 109, LLC
Timothy W. Eck, Managing Member
MERIDIAN LIBRARY DISTRICT
By:
JOINT SCHOOL DISTRICT NO.2
By:
MISSION INVESTMENT FUND OF
THE ENVANGELICAL LUTHERAN
CHURCH IN AMERICA
Harvey Olson, Vice President
Development Agreement Modification — Southridge
MDA xx-XXX
DBTV,LLC
By: EAMI, LLC, Manager
Corey Barton Homes, Inc.
Cabra Creek, LLC
By: Mike McCollum, Manager
CITY OF MERIDIAN
By:
Mayor Tammy de Weerd
ATTEST:
Jaycee L. Holman, City Clerk
Page 16 of 16
STATE OF IDAHO )
ss
County of Ada )
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared Timothy W. Eck, known or identified to me to be the
Managing Member of Linder 109, LLC, who executed the instrument and acknowledged to me
that he executed the same on behalf of such corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
ss
County of Ada )
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared , known
or identified to me to be the of DBTV, LLC, who executed the
instrument and acknowledged to me that he executed the same on behalf of such corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
Development Agreement Modification — Southridge Page 17 of 5
MDA xx-xxx
STATE OF IDAHO )
ss
County of Ada
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared , known
or identified to me to be the of Corey Barton Homes, Inc., who
executed the instrument and acknowledged to me that he executed the same on behalf of such
corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
ss
County of Ada )
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared Mike McCollum, known or identified to me to be the
Manager of Cabra Creek, LLC, who executed the instrument and acknowledged to me that he
executed the same on behalf of such corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
Development Agreement Modification — Southridge Page 18 of 5
MDA xx-XXX
: ss
County of Ada
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared , known
or identified to me to be the of Meridian Library District, who
executed the instrument and acknowledged to me that he executed the same on behalf of such
corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
ss
County of Ada )
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared , known or identified
to me to be the of Joint School District, No. 2, who executed the instrument
and acknowledged to me that he executed the same on behalf of such corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
: ss
Development Agreement Modification — Southridge Page 19 of 5
MDA xx-XXX
County of Ada
On this day of , 2013, before me, the undersigned, a Notary Public
in and for said State, personally appeared Harvey Olson, known or identified to me to be the
Vice President of Mission Investment Fund of the Evangelical Lutheran Church in
America, who executed the instrument and acknowledged to me that he executed the same on
behalf of such church.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
My Commission Expires:
STATE OF IDAHO )
ss
County of Ada )
On this day of , 2013, before me, a Notary Public,
personally appeared Tammy de Weerd and Jaycee L. Holman, known or identified to me to be
the Mayor and Clerk, respectively, of the City of Meridian, who executed the instrument or the
person that executed the instrument of behalf of said City, and acknowledged to me that such
City executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this certificate first above written.
(SEAL)
Notary Public for Idaho
Residing at:
Commission expires:
Development Agreement Modification — Southridge Page 20 of 5
MDA xx-xxx
EXHIBIT A
PROPERTY
January 23, 2007
Project No. 05021
Legal Description
Southridge Subdivision
290.87 acres
THE LANA GROUP, INC.
EXHIBIT "A"
A tract of land situated in the North One Half and the Northeast One Quarter of the
Southeast One Quarter of Section 23, Township 3 North, Range 1 West, Boise Meridian,
Ada County, Idaho, described as follows:
Commencing at a found 5/8 -inch steel pin monumenting the Northeast Corner of said
Section 23 on the centerline of Linder Road being the POINT OF BEGINNING.
Thence following the easterly line of said Section 23 and the centerline of said
Linder Road, South 00°41'26" West a distance of 639.61 feet to a found 5/8 -inch
steel pin;
Thence leaving said easterly line and said centerline, North 89°19'41" West a
distance of 199.25 feet to a found 5/8 -inch steel pin;
Thence South 00°41'26" West a distance of 250.00 feet to a point;
Thence South 89°19'41" East a distance of 199.25 feet to a found 5/8 -inch steel
pin on said easterly line and said centerline;
Thence following said easterly line and said centerline South 00°41'26" West a
distance of 1,741.04 feet to a point;
Thence leaving said easterly line and said centerline, North 89°02'56" West a
distance of 283.72 feet to a point on the centerline of the Ridenbaugh Canal;
Thence following the centerline of said Ridenbaugh Canal the following fifteen
courses;
323.51 feet following the arc of a non tangent curve to the left, said curve
having a radius of 631.24 feet, a central angle of 29°21'51 ", a chord
bearing of North 44°43'07" West and a chord distance of 319.98 feet to a
point;
North 59059'27" West a distance of 73.72 feet to a point;
90.21 feet following the arc a circular curve to the left, said curve having a
radius of 120.00 feet, a central angle of 43104'24", a chord bearing of
North 8103 1'39" West and a chord distance of 88.10 feet to a point:
South 76°56'09" West a distance of 93.79 feet to a point;
83.95 feet following the are a circular curve to the right, said curve having
a radius of 100.00 feet, a central angle of 48106'06", a chord bearing of
North 79°00'48" West and a chord distance of 81.51 feet to a point:
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46213. Shore Drive, Stc. 100, Nigle, Idaho 83616 • P 208.939.4041 F208.939.4445 • w��nv.ticlanclpraupjn�.com
0:\CAU\liagic Trinsfer files\05021\Admin\I..cgals\]..i_060504cdwarcls_05021aniiexl.doc
Nlk /20 moi
THE LAND GROUP, INC.
North 5415745" West a distance of 108.31 feet to a point;
90.18 feet following the arc a circular curve to the left, said curve having a
radius of 120.00 feet, a central angle of 43°03'30", a chord bearing of
North 76129'30" West and a chord distance of 88.07 feet to a point:
South 81158'45" West a distance of 380.01 feet to a point;
160.45 feet following the arc a circular curve to the left, said curve having
a radius of 150.00 feet, a central angle of 619712", a chord bearing of
South 51 °20'09" West and a chord distance of 152.91 feet to a point:
South 20°41'33" West a distance of 216.91 feet to a point;
262.75 feet following the arc a circular curve to the right, said curve
having a radius of 420.00 feet, a central angle of 35°50'36", a chord
bearing of South 38°36'51" West and a chord distance of 258.48 feet to a
point:
South 56°32'09" West a distance of 343.51 feet to a point;
166.04 feet following the arc a circular curve to the right, said curve
having a radius of 64.63 feet, a central angle of 147°12'00", a chord
bearing of North 49°51'51" West and a chord distance of 124.00 feet to a
point:
North 23°44'15" East a distance of 142.00 feet to a point;
North 32°06'19" East a distance of 219.83 feet to a point on the southerly
line of the North One Half of said Section 23;
Thence leaving said centerline and following said southerly line,
North 89102'56" West a distance of 712.43 feet to a found 5/8 -inch steel pin
monumenting the Center One Quarter of said Section 23;
Thence following said southerly line, North 8900417" West a distance of
1,832.01 feet to a found 1/2 -inch steel pin;
Thence leaving said southerly line, North 22°09'32" West a distance of 520.19
feet to a found 1/2 -inch steel pin;
Thence North 89116'08" West a distance of 630.49 feet to a point on the westerly
line of said Section 23 on the centerline of Ten Mile Road;
Thence following the westerly line of said Section 23 and the centerline of said
Ten Mile Road, North 00°56'19" East a distance of 1,510.78 feet to a point;
Thence leaving said westerly line and said centerline, South 89°03'37" East a
distance of 25.00 feet to a point;
Thence South 34°11'02" East a distance of 255.76 feet to a point;
Thence South 21"08'47" East a distance of 141.89 feet to a point;
Thence South 21146'52" East a distance of 332.62 feet to a point;
Thence North 01124'08" East a distance of 111.80 feet to a point;
Thence North 05120'23" East a distance of 201.34 feet to a point;
Thence North 13110'43" East a distance of 138.68 feet to a point;
Thence North 26°09'07" West a distance of 330.77 feet to a point;
/ 2
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462 E. Shorc Drive, Ste. 100,1:agle, Idaho 83616 • 11208.939.4041 F 208.939.4445 • u-\vwathclantigroupinc.umt
O:\CAD\l:ag,c'1'm,mfer Files\05021\Admin\1.cgals\1,1.-060504edward 05021anncxLtloc
THE LAND GROUP, INC.
Thence North 14°01'47" West a distance of 273.94 feet to a point;
Thence North 13111'58" East a distance of 166.51 feet to a point;
Thence North 37°00'03" East a distance of 149.62 feet to a point oil the northerly
line of said Section 23 and the centerline of Overland Road;
Thence following the northerly line of said Section 23 and the centerline of said
Overland Road, South 89°15'27" East a distance of 1,024.45 feet to a found 5/8 -
inch steel pin monumenting the West One Sixteenth Corner of said Section 23
and Section 14, Township 3 North, Range 1 West, Boise Meridian;
Thence following said northerly line and said centerline, South 89°14'25" East a
distance of 1,326.15 feet to a found brass cap monumenting the North One
Quarter of said Section 23;
Thence following said northerly line and said centerline, South 89°19'41" East a
distance of 665.41 feet to a point;
Thence leaving said northerly line and said centerline, South 00°38'49" West a
distance of 888.62 feet to a found 5/8 -inch steel pin;
Thence South 89119'29° East a distance of 250.00 feet to a found 5/8 -inch steel
pin;
Thence North 00°38'49" East a distance of 888.64 feet to a point on said northerly
line and said centerline;
Thence following said northerly line and said centerline, South 89°19'41" East a
distance of 1,746.32 feet the POINT OF BEGINNING.
The above-described tract of land contains 297.03 acres, more or less, subject to all
existing easements and rights-of-way.
EXCEPTING THEREFROM:
A tract of land situated in the Northwest One Quarter of the Northwest One Quarter of
Section 23, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho,
described as follows:
Commencing at a found brass cap monumenting the Northwest Corner of said Section
23, thence following the northerly line of said Northwest One Quarter of the Northwest
One Quarter, South 89"15'27" East a distance of 1,125.68 feet to a point;
Thence leaving said northerly line, South 0004433" West a distance of 396.34 feet to a
point on the centerline of the Ridenbaugh Canal being the POINT OF BEGINNING.
Thence following the centerline of said Ridenbaugh Canal the following two
courses:
South 73°37'50" East a distance of 153.03 feet to a point;
Lrndscape An-bilcdnre • Sia Plonninq a Civil Engineedig • Colf Conn 1mgnlion & L-ugi i rinq • GmpMe Coomu/nicn/ion
462 F.. Shore Drive, Ste. 100, [sa0c, Tdaho 83616.1' 208.939.4041 F208.939.4445 • w%vw.thclatitin•oul-)itic.cum
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THE
LAND GROUP, INC.
South 63°48'13" East a distance of 58.44 feet to a point on the easterly line
of said Northwest One Quarter of the Northwest One Quarter ;
Thence leaving said centerline and following said easterly line,
South 00°47'25" West a distance of 854.34 feet to a found 5/8 -inch steel pin
monumenting the Southeast Corner of said Northwest One Quarter of the
Northwest One Quarter;
Thence leaving said easterly line and following the southerly line of said
Northwest One Quarter of the Northwest One Quarter, North 89109'38" West a
distance of 450.00 feet to a point;
Thence leaving said southerly line, North 00°46'43" East a distance of 302.18 feet
to a point;
Thence North 65139'49" East a distance of 276.09 feet to a point;
Thence North 00146'43" East a distance of 500.71 feet to the POINT OF
BEGINNING.
The above-described excepted tract of land contains 6.16 acres, more or less, subject to
all existing easements and rights-of-way.
The total area of said parcel contains 290.87 acres, more or less, subject to all existing
easements and rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
4
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462 H. Shore Drive, Stc. 100, Eagle, Idaho 83616 • 11208,939-4041 h 208.939.4445 • www.thdancleroupinc.u�m
0ACAMEIngle Tinn4cr Piles\05021 \Admin\1.cgals\LL_060504ed\varcls_05021anncxl.dcx
EXHIBIT B
CABRA PROPERTY
July 6, 2010
Project No. 110075
Southridge Development
Agreement Modification
West Side
64.52 Acres
THE LAND GROUP, INC.
Exhibit "A"
Page 1 of 2
A tract of land situated in the Northwest One Quarter of Section 23, Township 3 North,
Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, described as
follows:
Commencing at a brass cap monumenting the West One Quarter of said Section 23 on
the centerline of South Ten Mile Road, from which a brass cap monumenting the
Northwest Corner of said Section 23 bears North 00'56'19" East a distance of 2,629.48
feet;
Thence following the westerly line of said Section 23 and the centerline of said South
Ten Mile Road, North 00'56'19" East a distance of 717.25 feet to the POINT OF
BEGINNING;
Thence following said westerly line and said centerline, North 00`56'19" East a
distance of 1,912.23 feet to a brass cap monumenting the Northwest Corner of
said Section 23;
Thence leaving said said westerly line and said centerline and following the
northerly line of said Section 23, South 89`15'27" East a distance of 1,326.21 feet
to a 5/8 -inch steel pin monumenting the West One Sixteenth Corner of said
Section 23;
Thence following said northerly line, South 89°14'25" East a distance of 1,146.80
feet to a point on the centerline of West Overland Road;
Thence leaving said northerly line and following said centerline, 1,407.14 feet
along the arc of a circular curve to the left, said curve having a radius of 1,000.00
feet, a central angle of 8003724", a chord bearing of South 50°26'53" West and a
chord distance of 1,293.89 feet to a point;
Thence following said centerline, South 10'08'10" West a distance of 241.46 feet
to a point;
AT
Landscape Architectirre # Site Planning a Civil Engineering • Golf Coarse Irrigation & Engineering • Graphic Commrnication
261 Canyon Crest Drive, Twin Falls, Idaho 8330111208-733-4041, F208-733-4045 • www.thelandg[6upinc.com
G:\2010\110075\Admin\Legals\L 10706 SouthridgeWest 110075.doc
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THE LAND GROUP, INC.
Thence following said centerline, 1,406.65 feet along the arc of a circular curve
to the right, said curve having a radius of 1,000.00 feet, a central angle of
80'35'42", a chord bearing of South 50°26'01" West and a chord distance of
1,293.51 feet to a point;
Thence following said centerline, North 8916'08" West a distance of 466.86 feet
to the POINT OF BEGINNING.
The above-described tract of land contains 64.52 acres, more or less, subject to any
existing easements or rights-of-way.
This legal description is for informational purposes only. it is not intended to be used for
the transfer of title of the above described parcel.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE��
EAGLE, IDAHO 83616
208-939-4041 a a12459J
208-939-4045 (FAX)
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I_1nd,rr*e Architecture • Site Planning • Civil Engineering •Golf Course Ivrigation ds Engrneeriug *Graphic Conrmmrication
261 Canyon Crest Drive, Twin Falls, Idaho 8330111208-733-4041, F208-733-4045 a www.thelandgroupinc.com
G:\2010\110075\Admin\Legals\L 10706 SouthridgeWest 110075.doc
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Title: Southridge East Date: 07-06-2010
Scale: l inch = 400 feet File:
Tract 1: 64.518 Acres: 2810395 Sy Feet: Closure = n37.351 lw 0.01 Feet: Precision >1/999999: Perimeter = 7907 Feet
L0RD.093724OOI=n00.5619e 1912.23 .=53w,C�12=38007=n89.1608w 466.86
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EXHIBIT C
DBTV PROPERTY
V.7 /M '
*�1
ter.:
THE LAND GROUP, INC.
August 22, 2011
Project No. 111052
Rezone
42.36 acres
A tract of land situated in a portion of the Northeast One Quarter of the Northwest One
Quarter and a portion of the Northwest One Quarter of the Northeast One Quarter of
Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada
County, Idaho, described as follows:
BEGINNING at the North One Quarter Corner of said Section 23 on the centerline of
West Overland Road which bears North 8919'41" West a distance of 2,661.73 feet
from the Northeast Corner of said Section 23, thence following the northerly line of
the Northeast One Quarter of said Section 23, South 89'1941" East a distance of
665.41 feet to a point;
Thence leaving said northerly line and said centerline, South 00°38'49" West a
distance of 888.62 feet to a point;
Thence South 89019'29" East a distance of 250.00 feet to a point;
Thence South 0038'49" West a distance of 137.22 feet to a point;
Thence South 28°4956" West a distance of 49.47 feet to a point;
Thence 60.56 feet following the arc of a non tangent curve to the right, said curve
having a radius of 293.15 feet, a central angle of 11°50'08", a chord bearing of
South 56°02'38" East and a chord distance of 60.45 feet to a point;
Thence South 18°41'27" West a distance of 180.38 feet to a point;
Thence 113.77 feet following the arc of a circular curve to the right, said curve
having a radius of 195-00 feet, a central angle of 33025'46", a chord bearing of
South 35°24'20" West and a chord distance of 112.17 feet to a point;
Thence South 52°07'13" West a distance of 118.95 feet to a point;
Thence South 35°23'08" West a distance of 26.28 feet to a point;
Thence South 52007'13" West a distance of 50.00 feet to a point;
Thence South 5203'57" West a distance of 114.78 feet to a point on the northerly
right-of-way line of the Ridenbaugh Canal;
L-widscape Architeaxv • Site Planning • Civil Engineering • Golf Course Irrigation & Engineering a Graphic Communication
462 F,,. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F208.939.4445 • www.thelandgroupinc.com
G:\2011\111052\.Admin\I egals\I, 110822 Rezone 111052.doc
Page] of 3
THE LAND GROUP, INC.
Thence following the northerly right-of-way line of said Ridenbaugh Canal the
following two (2) courses:
North 37"52'47" West a distance of 37.00 feet to a point;
316.45 feet following the arc of a circular curve to the left, said curve having a
radius of 200.00 feet, a central angle of 90°39'20", a chord bearing of North
8312'27" West and a chord distance of 284.46 feet to a point;
Thence leaving said northerly right-of-way line, North 5631'59" West a distance of
159.58 feet to a point on said northerly right-of-way line;
Thence following said northerly right-of-way line the following eight (8) courses:
North 0328'17" West a distance of 188.54 feet to a point;
North 8631'43" East a distance of 10.00 feet to a point;
276.48 feet following the arc of a non tangent curve to the left, said curve
having a radius of 230.00 feet, a central angle of 6852'24", a chord bearing of
North 3754'29" West and a chord distance of 260.13 feet to a point;
North 72°20'41" West a distance of 150.79 feet to a point;
46.42 feet following the arc of a circular curve to the right, said curve having a
radius of 320.00 feet, a central angle of 08018'42", a chord bearing of North
68°11'20" West and a chord distance of 46.38 feet to a point;
North 64°01'59" West a distance of 330.62 feet to a point;
14.24 feet following the arc of a circular curve to the right, said curve having a
radius of 320.00 feet, a central angle of 02°32'56", a chord bearing of North
6245'31" West and a chord distance of 14.23 feet to a point;
North 61°29'03" West a distance of 118.75 feet to a point;
Thence leaving said northerly right-of-way line, South 00'48'16" West a distance of
90.36 feet to a point on the centerline of said Ridenbaugh Canal;
FFA
Lnnticccrpe Architectmre Site Planning Civil Engineering • Golf Coarse Irrigation & Engineering • Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • 11208.939.4041 h 208.939.4445 • www.thelandMQinc.com
GA2011\111052\Admin\Legals\I, 110822 Rezone 111052.doc
Page 2 of 3
THE LAND GROUP, INC.
Thence following the centerline of said Ridenbaugh Canal the following three (3)
courses:
North 61029'03" West a distance of 150.70 feet to a point;
320.04 feet following the arc of a circular curve to the left, said curve having a
radius of 375.00 feet, a central angle of 48°5357", a chord bearing of North
85056'02" West and a chord distance of 310.42 feet to a point;
South 6937'00" West a distance of 100.85 feet to a point on the centerline of
said West Overland Road;
Thence leaving said centerline of Ridenbaugh Canal and following the said
centerline of West Overland Road, 1,372.30 feet following the arc of a circular
curve to the right, said curve having a radius of 1,000.00 feet, a central angle of
78*37`37", a chord bearing of North 51°26'46" East and a chord distance of
1,267.13 feet to a point;
Thence following said centerline and the northerly line of the Northwest One
Quarter of said Section 23, South 89"14'25" East a distance of 179.35 feet to the
POINT OF BEGINNING.
The above-described tract of land contains 42.36 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
1
$.'y2.2011
Land tape Architecture • Sile Planning • CinilEngineering • Golf Come Irrigation & Engineering • GraphVi Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • www.thelandgroupinc.com
G:\2011\111052\Admin\l,cgals\L 110822 Rezone 111052.doc
Page 3 of 3
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Date: 08-22-2011
Scale: 1 inch = 300 feet
File:
Tract 1: 42.355 Acres:
1845004 Sq Feet: Closure = sl7.3746w 0.02 Feet: Precision =1/290725: Perimeter = 6518 Feet
001=589.1941e 665.41
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ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 31.00 1
BOISE IDAHO 04122/09 02:06 PM
DEPUTY Che Fowler
RECORDED REQUEST OF
The LandGroup 109045733
SURVEY RECORDING SHEET
SURVEY NO. 8550
INSTRUMENT NO. 109045733
NAME OF SURVEY : Linder 109 PBA survey
SURVEYOR Aaron L Ballard
AT THE REQUEST OF : The Land Group
COMMENTS N 2 Sec 23 NW a SE + Sec 23
T3N R1W
EXHIBIT E
CBH PROPERTY
Parcel 1 as shown on ROS 8550 (per Exhibit E1 as attached), EXCLUDING THEREFROM
Southridge Subdivision Phase 1, a recorded plat on file at Book 104, Pages 14056 through
14063, Records of Ada County, Idaho
TOGETHER WITH
Parcel 3 as shown on ROS 8550 (per Exhibit E2 as attached),
TOGETHER WITH
Parcel 7 as shown on ROS 8550 (per Exhibit E3 as attached), EXCLUDING THEREFROM
Parcel 7A as described in Exhibit E4 as attached.
TOGETHER WITH
Lots 1 through 22 of Block 3, and Lots 1 through 22 of Block 4 and Lots 1 through 10 of Block 5
and Lots 1 through 9 of Block 6, Southridge Subdivision Phase 1, a recorded plat on file at Book
104, Pages 14056 through 14063, Records of Ada County, Idaho
September 2, 2008
Project No. 06361
Legal Description
Record of Survey Parcel 1
Linder 109, LLC.
71.89 acres
WE
01 -
Exhibit E1
AWA =4
THE LAND GROUP, INC.
EXHIBIT "A"
A tract of land situated in the North One Half of Section 23, Township 3 North, Range 1
West, Boise Meridian, City of Meridian, Ada County, Idaho, described as follows:
Commencing at a found 1/2 -inch steel pin monumenting the Northeast Corner of said
Section 23 on the centerline of West Overland Road, from which a found brass cap
monumenting the North One Quarter of said Section 23 bears North 89°19'41" West a
distance of 2,661.73 feet;
Thence following the northerly line of said Section 23 and the centerline of said West
Overland Road, North 89°19'41" West a distance of 78.01 feet to a point;
Thence leaving said northerly line and said centerline, South 00'40'19" West a distance
of 48.00 feet to a found 5/8 -inch steel pin on the southerly right-of-way line of said West
Overland Road being the POINT OF BEGINNING.
Thence South 44'19'00" East a distance of 42.41 feet to a found 5/8 -inch steel pin
on the westerly right-of-way line of South Linder Road;
Thence following the westerly right-of-way line of said South Linder road,
South 00°41'26" West a distance of 561.61 feet to a found 5/8 -inch steel pin;
Thence leaving said westerly right-of-way line, North 89°19'41" West a distance
of 151.25 feet to a found 5/8 -inch steel pin;
Thence South 00°41'26" West a distance of 250.00 feet to a found 5/8 -inch steel
pin;
Thence South 89°19'41" East a distance of 151.25 feet to a found 5/8 -inch steel
pin on said westerly right-of-way line;
Thence following said westerly right-of-way line, South 00°41'26" West a
distance of 713.31 feet to a 5/8 -inch steel pin;
Thence leaving said westerly right-of-way line, North 89"1832" West a distance
of 101.48 feet to a 5/8 -inch steel pin;
Thence North 89°3427" West a distance of 333.99 feet to a 5/8 -inch steel pin;
Thence South 00°25'32" West a distance of 48.00 feet to a 5/8 -inch steel pin;
Thence North 89°34'28" West a distance of 50.02 feet to a 5/8 -inch steel pin;
Thence 30.20 feet following the are of a non tangent curve to the left, said curve
having a radius of 20.00 feet, a central angle of 86°31'39", a chord bearing of
Jor
LanclscajieArchitectnre *Site Planning • Civil Engineering • Golf Coarse Irrigation e: Engineering •GraphicCOmmNnilalion
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • www.thclandgr_9ul)iztc.corri
U:\2006\06361\Admin\Legals\Rh,CORD OF SUIiIBEY\11_080617_06361_southrid",,ircel l.doc
THE LAND GROUP, INC.
North 45°38'08" West, and a chord distance of 27.41 feet to a 5/8 -inch steel pin;
Thence 15.26 feet following the arc of a reverse curve to the right, said curve
having a radius of 325.00 feet, a central angle of 02°41'23", a chord bearing of
North 87°33'16" West, and a chord distance of 15.26 feet to a 5/8 -inch steel pin;
Thence North 86°12'34" West a distance of 29.96 feet to a 5/8 -inch steel pin;
Thence 638.15 feet following the arc of a circular curve to the right, said curve
having a radius of 766.46 feet, a central angle of 47°42'14", a chord bearing of
North 62°18'33" West, and a chord distance of 619.87 feet to a 5/8 -inch steel pin;
Thence 157.91 feet following the arc of a reverse curve to the left, said curve
having a radius of 275.00 feet, a central angle of 32°54'01 ", a chord bearing of
North 54°51'32" West, and a chord distance of 155.75 feet to a 5/8 -inch steel pin;
Thence North 719 8'33" West a distance of 16.94 feet to a 5/8 -inch steel pin;
Thence 31.42 feet following the arc of a circular curve to the left, said curve
having a radius of 20.00 feet, a central angle of 90100'00", a chord bearing of
South 63°41'27" West, and a chord distance of 28.28 feet to a 5/8 -inch steel pin;
Thence South 18141'27" West a distance of 144.96 feet to a 5/8 -inch steel pin;
Thence 364.66 feet following the arc of a circular curve to the right, said curve
having a radius of 625.00 feet, a central angle of 33°25'46", a chord bearing of
South 35024'20" West, and a chord distance of 359.51 feet to a 5/8 -inch steel pin;
Thence South 52°07'13" West a distance of 135.23 feet to a 5/8 -inch steel pin;
Thence 27.41 feet following the arc of a circular curve to the left, said curve
having a radius of 20.00 feet, a central angle of 78130'54", a chord bearing of
South 12°51'45" West, and a chord distance of 25.31 feet to a 5/8 -inch steel pin;
Thence 485.19 feet following the arc of a reverse curve to the right, said curve
having a radius of 535.00 feet, a central angle of 51 °57'41 ", a chord bearing of
South 00°24'51" East, and a chord distance of 468.73 feet to a 5/8 -inch steel pin;
Thence 65.44 feet following the are of a reverse curve to the left, said curve
having a radius of 275.01 feet, a central angle of 13°37'59", a chord bearing of
South 18°49'57" West, and a chord distance of 65.28 feet to a 5/8 -inch steel pin;
Thence North 89°02'52" West a distance of 269.72 feet to a 5/8 -inch steel pin;
Thence 52.81 feet following the arc of a non tangent curve to the left, said curve
having a radius of 150.00 feet, a central angle of 20°1012", a chord bearing of
South 07'12'47" East, and a chord distance of 52.53 feet to a 5/8 -inch steel pin;
Thence South 17°17'53" East a distance of 110.54 feet to a 5/8 -inch steel pin;
Thence 129.34 feet following the arc of a circular curve to the right, said curve
having a radius of 150.00 feet, a central angle of 49'24'12", a chord bearing of
South 07°24'13" West, and a chord distance of 125.37 feet to a 5/8 -inch steel pin;
Thence South 32°06'19" West a distance of 21.67 feet to a 5/8 -inch steel pin on
the southerly line of the Northeast One Quarter of Section 23;
Ir
Landscape Architecture • Site Planning • Civil Engineering @. Golf Course If igation & Engineering • Graphic Commmnication
462 Ti. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F208.939.4445 • w-%vw.thclandgroupinc.com
G:\2006\06361\Admin\Jxgals\RECO1tI) OF SURVEY\11_080617_06361_southridge_p,,rcel Ldoc
THE LAND GROUP, INC.
Thence following said southerly line, North 89°02'56" West a distance of 712.43
feet to a 5/8 -inch steel pin;
Thence leaving said southerly line, North 00°37'47" East a distance of 331.56 feet
to a 5/8 -inch steel pin;
Thence 21.93 feet following the are of a non tangent curve to the left, said curve
having a radius of 398.28 feet, a central angle of 03009'17", a chord bearing of.
South 82038'49" West, and a chord distance of 21.93 feet to a 5/8 -inch steel pin;
Thence 172.88 feet following the arc of a reverse curve to the right, said curve
having a radius of 508.91 feet, a central angle of 19°27'50", a chord bearing of
North 89°11'55" West, and a chord distance of 172.05 feet to a 5/8 -inch steel pin;
Thence 27.66 feet following the arc of a non tangent curve to the right, said curve
having a radius of 20.00 feet, a central angle of 7993'53 ", a chord bearing of
South 39°51'03" East, and a chord distance of 25.51 feet to a 5/8 -inch steel pin;
Thence South 00'14'06" East a distance of 93.31 feet to a 5/8 -inch steel pin;
Thence 47.74 feet following the arc of a circular curve to the right, said curve
having a radius of 30.00 feet, a central angle of 919012", 10'32", a chord bearing of
South 45°21'10" West, and a chord distance of 42.86 feet to a 5/8 -inch steel pin;
Thence North 89°03'34" West a distance of 204.56 feet to a 5/8 -inch steel pin;
Thence North 08°17'51" East a distance of 108.82 feet to a 5/8 -inch steel pin;
Thence North 27°03'51" East a distance of 100.18 feet to a 5/8 -inch steel pin;
Thence 234.43 feet following the arc of a non tangent curve to the right, said
curve having a radius of 300.00 feet, a central angle of 44°46'24", a chord bearing
of North 37°06'07" West, and a chord distance of 228.51 feet to a 5/8 -inch steel
pin;
Thence 279.37 feet following the arc of a reverse curve to the left, said curve
having a radius of 825.00 feet, a central angle of 19°24'07", a chord bearing of
North 24°24'59" West, and a chord distance of 278.04 feet to a 5/8 -inch steel pin;
Thence 33.10 feet following the arc of a compound curve to the left, said curve
having a radius of 20.00 feet, a central angle of 94149'57", a chord bearing of
North 81 °31'52" West, and a chord distance of 29.45 feet to a 5/8 -inch steel pin;
Thence North 36101'32" West a distance of 50.07 feet to a 5/8 -inch steel pin;
Thence 31.97 feet following the arc of a non tangent curve to the left, said curve
having a radius of 20.00 feet, a central angle of 91'3454", a chord bearing of
North 05°15'42" East, and a chord distance of 28.67 feet to a 5/8 -inch steel pin;
Thence North 49°2742" East a distance of 50.00 feet to a 5/8 -inch steel pin;
Thence 41.31 feet following the arc of a non tangent curve to the right, said curve
having a radius of 875.00 feet, a central angle of 02°42'17", a chord bearing of
South 39°10'38" East, and a chord distance of 41.30 feet to a 5/8 -inch steel pin;
Thence North 52°09'30" East a distance of 119.99 feet to a 5/8 -inch steel pin;
Thence North 56°38'44" East a distance of 124.08 feet to a 5/8 -inch steel pin;
Ar
Lawditape Arehiteetkre • Site Planniq • Civil Engineering • Golf Coarse Irrigation & Engineering • Grabbie Com mInieatien
4621?. Shore Drive, Stc. 100, Fagie, Idaho 83616 • P 208.939.4041 F208.939.4445 • wkw-cv thciandgroupirtc.com
G:\2006\06361\Admin\I:,ega1s\1UECORD OI`, SUItX7IiY\It_080617_06361_southridgc_parcel I.doc
THE LAND GROUP, INC.
Thence North 20°11'27" East a distance of 103.24 feet to a 5/8 -inch steel pin;
Thence South 72°17'28" East a distance of 172.84 feet to a 5/8 -inch steel pin;
Thence 77.62 feet following the arc of a circular curve to the left, said curve
having a radius of 80.00 feet, a central angle of 55'35'25", a chord bearing of
North 79°54'50" East, and a chord distance of 74.61 feet to a 5/8 -inch steel pin;
Thence South 15°07'20" East a distance of 122.50 feet to a 5/8 -inch steel pin;
Thence North 86°31'43" East a distance of 260.50 feet to a 5/8 -inch steel pin on
the easterly easement line of the Ridenbaugh Canal;
Thence following the easterly easement line of said Ridenbaugh Canal,
North 03°28'17" West a distance of 222.79 feet to a 5/8 -inch steel pin;
Thence leaving said easterly easement line, South 56°31'59" East a distance of
159.58 feet to a 5/8 -inch steel pin on said easterly easement line;
Thence following the easterly easement line of said Ridenbaugh Canal the
following (2) courses:
316.45 feet following the are of a circular curve to the right, said curve
having a radius of 200.00 feet, a central angle of 90°39'20", a chord
bearing of South 83112'27" East and a chord distance of 284.46 feet to a
5/8 -inch steel pin;
South 37°52'47" East a distance of 37.00 feet to a 5/8 -inch steel pin;
Thence leaving said easterly easement line, North 52003'57" East a distance of
114.78 feet to a 5/8 -inch steel pin;
Thence North 52'07'13" East a distance of 50.00 feet to a 5/8 -inch steel pin;
Thence North 35123'08" East a distance of 26.28 feet to a 5/8 -inch steel pin;
Thence North 52107'l 3 " East a distance of 118.95 feet to a 5/8 -inch steel pin;
Thence 113.77 feet following the arc of a circular curve to the left, said curve
having a radius of 195.00 feet, a central angle of 33°2546", a chord bearing of
North 35°24'20" East, and a chord distance of 112.17 feet to a 5/8 -inch steel pin;
Thence North 18141'27" East a distance of 180.38 feet to a 5/8 -inch steel pin;
Thence 60.56 feet following the arc of a non tangent curve to the left, said curve
having a radius of 293.15 feet, a central angle of 11 °50'08", a chord bearing of
North 56°02'38" West and a chord distance of 60.45 feet to a 5/8 -inch steel pin;
Thence North 28049'56" East a distance of 49.47 feet to a 5/8 -inch steel pin;
Thence 57.71 feet following the arc of a non tangent curve to the right, said curve
having a radius of 325.00 feet, a central angle of 10°10'24", a chord bearing of
South 57017'04" East and a chord distance of 57.63 feet to a 5/8 -inch steel pin;
Thence 94.40 feet following the are of a reverse curve to the left, said curve
having a radius of 291.75 feet, a central angle of 18°3222", a chord bearing of
South 61'28'03" East, and a chord distance of 93.99 feet to a 5/8 -inch steel pin;
Ar
Ilrndscape Architectrne • Site Planning • Cinit Engineering • Golf Course Irrigation & Engineering • Graphic Commrmicahon
462 T. Shore Drive, Ste. 100,1sagle, Idaho 83616 1'208.939.4041 F 205.939.4445 ww��.thelmurdgroiq�inc.eom
G:\2006\06361\Admin\Legal,,\RE('ORD OF SLTRVI3Y\11_050617_06361_soutliridge_parcel tdoc
THE LAND GROUP, INC.
Thence South 71018'33" East a distance of 261.09 feet to a 5/8 -inch steel pin;
Thence 31.42 feet following the arc of a circular curve to the left, said curve
having a radius of 20.00 feet, a central angle of 90100'00", a chord bearing of
North 63°41'27" East, and a chord distance of 28.28 feet to a 5/8 -inch steel pin;
Thence North 18041'27" East a distance of 101.64 feet to a 5/8 -inch steel pin;
Thence 190.45 feet following the arc of a circular curve to the right, said curve
having a radius of 310.48 feet, a central angle of 35°08'47", a chord bearing of
North 36034116" East, and a chord distance of 187.48 feet to a 5/8 -inch steel pin;
Thence 121.69 feet following the arc of a reverse curve to the left, said curve
having a radius of 76.49 feet, a central angle of 91008'46", a chord bearing of
North 08°34'31" East, and a chord distance of 109.26 feet to a 5/8 -inch steel pin;
Thence North 53000'22" East a distance of 49.00 feet to a 5/8 -inch steel pin;
Thence South 36°59'38" East a distance of 9.62 feet to a set 5%8 -inch steel pin;
Thence 106.80 feet following the arc of a circular curve to the left, said curve
having a radius of 64.50 feet, a central angle of 94152'22", a chord bearing of
South 84°25'49" East, and a chord distance of 95.01 feet to a 5/8 -inch steel pin;
Thence North 48008'00" East a distance of 65.33 feet to a 5/8 -inch steel pin;
Thence 140.47 feet following the arc of a circular curve to the left, said curve
having a radius of 275.00 feet, a central angle of 29015'56", a chord bearing of
North 33030'02" East, and a chord distance of 13894 feet to a 5/8 -inch steel pin;
Thence North 18°52'04" East a distance of 113.44 feet to a 5/8 -inch steel pin;
Thence 158.65 feet following the arc of a circular curve to the right, said curve
having a radius of 325.00 feet, a central angle of 27°58'08", a chord bearing of
North 32°51'08" East and a chord distance of 157.08 feet to a 5/8 -inch steel pin;
Thence North 46150'i2" East a distance of 169.43 feet to a 5/8 -inch steel pin;
Thence 28.35 feet following the arc of a circular curve to the left, said curve
having a radius of 20.00 feet, a central angle of 81013'33", a chord bearing of
North 06°13'26" East and a chord distance of 26.04 feet to a 5/8 -inch steel pin;
Thence 167.25 feet following the are, of a reverse curve to the right, said curve
having a radius of 275.00 feet, a central angle of 34°50'47", a chord bearing of
North 16°57'57" West and a chord distance of 164.69 feet to a 5/8 -inch steel pin;
Thence North 00°27'27" East a distance of 12.31 feet to a 5/8 -inch steel pin;
Thence North 44'16'59" West a distance of 49.72 feet to a 5/8 -inch steel pin on
the southerly right-of-way line of said West Overland Road;
Thence following the southerly right-of-way line of said West Overland Road,
South 89°19'41" East a distance of 684.51 feet to the POINT OF BEGINNING.
jr
Land cape Architecturz *Site Plarrtring •Civil Engineering • Golf Course Irrigation & Engineerinq • Graphic Communication
462 E. Shore Drive, Ste. 100,13agle, Idaho 83616 • P 208.939.4041 F208.939.4445 • wkk-%v.thclandgrouhinc.com
G:\2006\06361\Admin\Lega1s\RECORD Or SUHVI:Y\11_080617_06361_southridge_parcel t.doc
THE LAND GROUP, INC.
The above-described tract of land contains 71.89 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
%rtrltcrrpe Amhitectnre +Site Plrrniring +Civil Engineering + Golf Course Irrigation & Enganeerrng + Grapbie Carirnumication
462 F,. Shore Drive, Ste, 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • ww�y thcluid rtxanc.com
G:\2006\06361\Admin\I.egals\ltl CORD Ol', SURVI'::*Y\11_080617_06361_southridge_parcel 1.doc
712.43
Title: Linder 109, LLC
Date: 09-03-2008
Scale: I inch = 500 feet
File:06361 Record of Survey Parcel 1
September 2, 2008
Project No. 06361
Legal Description
LINDER 109, LLC.
Record of Survey Parcel 3
36.79 acres
r.� �e A i
Exhibit E2
THE LAND GROUP, INC.
EXHIBIT "A"
A tract of land situated in the Northeast One Quarter and the Northwest One Quarter of
the Southeast One Quarter of Section 23, Township 3 North, Range 1 West, Boise
Meridian, City of Meridian, Ada County, Idaho, described as follows:
Commencing at a found 1/2 -inch steel pin monumenting the Northeast Corner of said
Section 23 on the centerline of South Linder Road, from which a found 5/8 -inch steel pin
monumenting the East One Quarter of said Section 23 bears South 00°41'26" West a
distance of 2,650.67 feet;
Thence following the easterly line of said Section 23 and the centerline of said South
Linder Road, South 00°41'26" West a distance of 1,602.93 feet to a point;
Thence leaving said easterly line and said centerline, North 89°18'34" West a distance of
48.00 feet to a set 5/8 -inch steel pin on the westerly right-of-way line of said South
Linder Road being the POINT OF BEGINNING.
Thence following said westerly, right-of-way line, South 00°41'26" West a
distance of 997.52 feet to a found 5/8 -inch steel pin on the northerly right-of-way
line of Aspen Cove Drive;
Thence leaving said westerly right-of-way line and following the northerly right-
of-way line of said Aspen Cove Drive, North 89°02'56" West a distance of 255.36
feet to a point on the centerline of the Ridenbaugh Canal;
Thence leaving said northerly right-of-way line and following the centerline of
said Ridenbaugh Canal the following nineteen (19) courses:
287.73 feet following the arc of a non tangent curve to the left, said curve
having a radius of 600.00 feet, a central angle of 27°28'35", a chord
bearing of North 46°15'10" West, and a chord distance of 284.98 feet to a
point;
North 59°5927" West a distance of 73.72 feet to a point;
f
Landscape Architecture Site Planning # CivilEngineethg • Golf Course Irrigation & Engineering Graphic Communication
462 F. Shore Drive, Ste. 100, Eagle, Idaho 83616 • Ir 208.939.4041 F 208.939.4445 • www.thelandgroupinc coin
GA2006\06361 \Admin\1,egals\RF" CORD OF SURV}?Y\Il_080707_06361_southridge_parcel 3.doc
Pagel of 4
THE LAND GROUP, INC.
90.21 feet following the arc of a circular curve to the left, said curve
having a radius of 120.00 feet, a central angle of 43°04'24", a chord
bearing of North 819 F39" West, and a chord distance of 88.10 feet to a
point;
South 76°56'09" West a distance of 93.79 feet to a point;
83.95 feet following the arc of a circular curve to the right, said curve
having a radius of 100.00 feet, a central angle of 48°06'06", a chord
bearing of North 79°00'48" West, and a chord distance of 81.51 feet to a
point;
North 54°57'45" West a distance of 108.31 feet to a point;
90.18 feet following the arc of a circular curve to the left, said curve
having a radius of 120.00 feet, a central angle of 43°03'30", a chord
bearing of North 76°29'30" West, and a chord distance of 88.07 feet to a
point;
South 81'58'45" West a distance of 380.01 feet to a point;
160.45 feet following the arc of a circular curve to the left, said curve
having a radius of 150.00 feet, a central angle of 61°07'12", a chord
bearing of South 51 °20'09" West, and a chord distance of 152.91 feet to a
point;
South 20041133" West a distance of 216.91 feet to a point;
262.75 feet following the arc of a circular curve to the right, said curve
having a radius of 420.00 feet, a central angle of 35°50'36", a chord
bearing of South 38°36'51" West, and a chord distance of 258.48 feet to a
point;
South 56°32'09" West a distance of 342.25 feet to a point;
166.99 feet following the arc of a circular curve to the right, said curve
having a radius of 65.00 feet, a central angle of 147°12'06", a chord
bearing of North 49°51'48" West, and a chord distance of 124.71 feet to a
point;
North 23°44'15" East a distance of 140.74 feet to a point;
North 32°06'19" East a distance of 241.50 feet to a point;
129.34 feet following the arc of a circular curve to the left, said curve
having a radius of 150.00 feet, a central angle of 49°24'12", a chord
bearing of North 07°24'13" East, and a chord distance of 125.37 feet to a
point;
North 17°17'53" West a distance of 110.54 feet to a point;
Ir
Landscape Arebiterture • Site Planning • Civil E.,gineering • Golf Course kngatian & Engineering • Grafilw Communication
462 E. Shore Drive, Ste, 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • www.thclandgLouhinc.com
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Page 2 of 4
THE LAND GROUP, INC.
52.81 feet following the are of a circular curve to the right, said curve
having a radius of 150.00 feet, a central angle of 20°1012", a chord
bearing of North 07012'47" West, and a chord distance of 52.53 feet to a
point;
Thence leaving said centerline, South 89°02'52" East a distance of 269.72 feet to
a 5/8 -inch steel pin;
Thence 65.44 feet following the arc of a non tangent curve to the right, said curve
having a radius of 275.01 feet, a central angle of 13°37'59", a chord bearing of
North 1804957" East, and a chord distance of 65.28 feet to a 5/8 -inch steel pin;
Thence 485.19 feet following the arc of a reverse curve to the left, said curve
having a radius of 535.00 feet, a central angle of 51057'41 ", a chord bearing of
North 00°24'51" West, and a chord distance of 468.73 feet to a 5/8 -inch steel pin;
Thence 27.41 feet following the arc of a reverse curve to the right, said curve
having a radius of 20.00 feet, a central angle of 78°30'54", a chord bearing of
North 12°51'45" East, and a chord distance of 25.31 feet to a 5/8 -inch steel pin;
Thence North 52°07'13" East a distance of 135.23 feet to a 5/8 -inch steel pin;
Thence 364.66 feet following the arc of a circular curve to the left, said curve
having a radius of 625.00 feet, a central angle of 33°25'46", a chord
bearing of North 35124'20" East, and a chord distance of 359.51 feet to a 5/8 -inch
steel pin;
Thence North 18141'27" East a distance of 144.96 feet to a set 5/8 -inch steel pin;
Thence 31.42 feet following the arc of a circular curve to the right, said curve
having a radius of 20.00 feet, a central angle of 90°00'00", a chord bearing of
North 63°41'27" East, and a chord distance of 28.28 feet to a 5/8 -inch steel pin;
Thence South 71°1833" East a distance of 16.94 feet to a 5/8 -inch steel pin;
Thence 157.91 feet following the arc of a circular curve to the right, said curve
having a radius of 275.00 feet, a central angle of 32°54'01 ", a chord bearing of
South 54°51'32" East, and a chord distance of 155.75 feet to a 5/8 -inch steel pin;
Thence 638.15 feet following the arc of a reverse curve to the left, said curve
having a radius of 766.46 feet, a central angle of 47'42'14", a chord bearing of
South 62'18'33" East, and a chord distance of 619.87 feet to a 5/8 -inch steel pin;
Thence South 86°12'34" East a distance of 29.96 feet to a 5/8 -inch steel pin;
Thence 15.26 feet following the arc of a circular curve to the left, said curve
having a radius of 325.00 feet, a central angle of 02°41'23", a chord bearing of
South 87°33'16" East, and a chord distance of 15.26 feet to a 5/8 -inch steel pin;
Ir
Landscape Architecture • Site Planning • Civil Engineering • Golf Course Irrigation dam' Eroneering • Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • 11208.939.4041 F 208.939.4445 • wN"vjhclandgrouhinc.com
G:\2006\06361\Admin\Legals\RF..CORD OF SUItv1--Y\11_080707_06361_southridge_parcel 3.doc
Page 3 of 4
Thence 30.20 feet following the arc of a reverse curve to the right, said curve
having a radius of 20.00 feet, a central angle of 86°31'39", a chord bearing of
South 45°38'08" East and a chord distance of 27.41 feet to a 5/8 -inch steel pin;
Thence South 89°34'28" East a distance of 50.02 feet to a 5/8 -inch steel pin;
Thence North 00025'32" East a distance of 48.00 feet to a 5/8 -inch steel pin;
Thence South 89°34'27" East a distance of 333.99 feet to a 5/8 -inch steel pin;
Thence South 8911832" East a distance of 101.48 feet to the
POINT OF BEGINNING.
The above-described tract of land contains 36.79 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 B. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
FA_
Landscape Architecture •Site Planning • Civil Engineering • Golf Corurse Irrigation & Engineering • Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F208.939.4445 • www.thelandgrouPinc.com
G:\2006\06361\Admin\Legal;\RC:CORD OP SURVEY\I_080707_06361_southridge_parcet 3.doc
Page 4 of 4
Title:
Date: 09-02-2008
Scale: 1 inch = 300 feet
File:
Tract 1: 36.793 Acres: 1602721 Sy Feet: Closure = n84.0218e 0.02 Feet: Precision =11409893: Perimeter = 7231 Feet
001=s00.4126w 997.52
014=s56.3209w 342.25
027=n18.4127e 144.96
002=n89.0256w 255.36
015: 8t R=65.00,Delta=147.1206
Bn8 n49S148w, Chd�124.71
028: R[ R=20.00,Delfa=90.W00
Bng n63.4127e, Chd=28.28
003: R=600.00 De1tn=272835
Bng6.tslow,�na=25a.95
016=n23.4415e 140.74
029=571.1833e 16.94
004=n59.5927w 73.72
017=n32.0619e 241.50
Bn s 5132e,00 Deka-32.5401
Bng�s54.5132e, 0155.75
031: Lt R=766.46 Deha�7.4214
005: Ltt, R=120.00 Delta 43.0424
B.;j1.3139w, t'hd=88.10
018: Lt R 150.00 Delta=49.2412
Bnb�=n67.24t3e, Chd=125.37
Bng-s62.i833e; Chd=619.87
006=576.5609w 93.79
019=nl7.1753w 110.54
032=s86.1234e 29.96
007: Rt, R=100.00 Delta=48.0606
Bngat79.0048w, t?1td=81 51
020: Rt, R=150.00 Delta=20.1012
Bng=n07.1247w, N(a:52.53
033: Lt, R=325.00, Deka--02.4123
Bn8 V.3316e, Chd=15.26
008=n54,5745w 108.31
021=s89.0252e269.72
034: Rt, R=20.00 Delta=86.3139
Bng=s453808e,dd=27.41
009: Lt R=120.00 Delta j3.0330
Bn L.762930w, tltd=88.07
022; Rt, R-275.01, Delta=13.3759
Bn�n 18.4957e, Chd�5.28
023: LG R2451w Q De
035=s893428e 50.02
010=581.5845w 380.01
468 75741
Btt =00.2451w Chd=468.73
036=n00.2532e 48.00
011: Lt, R=150.00, Delta=61.0712
Bdg--55 L2009w, Cltd=1.52.91
02: Rt R-20 .64, Delta=78.3054
Bng--n E5145e, Chd=25.31
037=s89.3427e 333.99
012=s20.4133w 216.91
025=n52.0713e 135.23
038=s89.1832e 101.48
013: Rt, R-420.00, Deha=35.5036
026: Lt, R=625.00, Delta=33.2546
Bur -08.365 1w. Chd=258.48
Bng=n35.2420e, Chd=359.51
September 2, 2008
Project No. 06361
Legal Description
Record of Survey Parcel 7
LINDER 109, LLC.
60.27 acres
;t —N /• K
Ae
••�: Exhibit E3
THE LAND GROUP, INC.
EXHIBIT "A"
A tract of land situated in the North One Half of Section 23, Township 3 North, Range 1
West, Boise Meridian, City of Meridian, Ada County, Idaho, described as follows:
BEGINNING at a found 5/8 -inch steel pin monumenting the Center One Quarter of said
Section 23, from which a found brass cap monumenting the West One Quarter of said
Section 23 bears North 89°04'17" West a distance of 2,666.56 feet;
Thence along the southerly line of the Northwest One Quarter of Section 23,
North 89°04'17" West a distance of 1,832.01 feet to a found 1/2 -inch steel pin;
Thence leaving said southerly line, North 22009'32" West a distance of 520.19
feet to a 5/8 -inch steel pin;
Thence North 89016'08" West a distance of 582.48 feet to a found 5/8 -inch steel
pin on the easterly right-of-way line of South Ten Mile Road;
Thence following the easterly right-of-way line of said Ten Mile Road,
North 00°56'19" East a distance of 163.38 feet to a point;
Thence leaving said easterly right-of-way line, North 45°43'53" East a distance of
54.46 feet to a 5/8 -inch steel pin on the southerly right-of-way line of West
Overland Road;
Thence following the southerly right-of-way line of said West Overland Road,
South 89°16'08" East a distance of 380.64 feet to a 5/8 -inch steel pin;
Thence following said southerly right-of-way line, easterly 136.19 feet following
the arc of a circular curve to the left, said curve having a radius of 1,039.00 feet, a
central angle of 07°30'37", a chord bearing of North 86°58'33" East and a chord
distance of 136.09 feet to a 5/8 -inch steel pin;
Thence leaving said southerly right-of-way line, South 11'22'11 " East a distance
of 187.65 feet to a 5/8 -inch steel pin;
f
AV
Lvndreape flrchitecture Site Planning Civil EngineeringGolf Coarne Irrigation & Engineering + Graphic Commr+nication
4621'. Shore Drive, Ste. 100, Liagle, Idaho 83616 • P 208.939.4041 F208.939.4445 • wnvw.thsland�roul)iuc.coni
G:\2006\06361\Admin\Legal,\ItF:CORI3 OF SURVEY\11_080709_06361_southridge_parcel Tdoc
Page 1 of 5
WN 0-20W 1
THE LAND GROUP, INC.
Thence 111.19 feet following the arc of a non tangent curve to the right, said
curve having a radius of 50.00 feet, a central angle of 127°24`36", a chord bearing
of South 82126'42" East and a chord distance of 89.65 feet to a 5/8 -inch steel pin;
Thence 30.77 feet following the arc of a reverse curve to the left, said curve
having a radius of 25.00 feet, a central angle of 70°31'44", a chord bearing of
South 54000'l 6" East and a chord distance of 28.87 feet to a 5/8 -inch steel pin;
Thence South 89°16'08" East a distance of 58.64 feet to a 5/8 -inch steel pin;
Thence northeasterly 25.41 feet following the arc of a circular curve to the left,
said curve having a radius of 20.43 feet, a central angle of 71'l 5'53", a chord
bearing of North 54°13'05" East and a chord distance of 23.80 feet to a 5/8 -inch
steel pin;
Thence 184.71 feet following the arc of a reverse curve to the right, said curve
having a radius of 233.34 feet, a central angle of 45°21'22", a chord bearing of
North 41°15'50" East and a chord distance of 179.93 feet to a 5/8 -inch steel pin;
Thence North 47°39'35" West a distance of 170.79 feet to a 5/8 -inch steel pin on
the southerly right-of-way line of said West Overland Road;
Thence following said southerly right-of-way line the following five (5) courses:
421.96 feet following the arc of a non tangent curve to the left, said curve
having a radius of 1,039.00 feet, a central angle of 23°16'09", a chord
bearing of North 59°07'59" East and a chord distance of 419.07 feet to a
5/8 -inch steel pin;
284.96 feet following the arc of a non tangent curve to the left, said curve
having a radius of 1,035.77 feet, a central angle of 15°4547", a chord
bearing of North 38°25'17" East and a chord distance of 284.06 feet to a
5/8 -inch steel pin;
389.54 feet following the are of a non tangent curve to the left, said curve
having a radius of 1,033.00 feet, a central angle of 21'36'21 ", a chord
bearing of North 20°56'21" East and a chord distance of 387.24 feet to a
5/8 -inch steel pin;
North 10°08'10" East a distance of 232.12 feet to a 5/8 -inch steel pin;
South 75°06'37" East a distance of 17.90 feet to a 5/8 -inch steel pin;
North 14°53'23" East a distance of 124.25 feet to a 5/8 -inch steel pin;
North 75°06'37" West a distance of 18.88 feet to a 5/8 -inch steel pin;
42.37 feet following the arc of a non tangent curve to the right, said curve
having a radius of 963.75 feet, a central angle of 02°31'07", a chord
bearing of North 19'32'13 " East and a chord distance of 42.36 feet to a
5/8 -inch steel pin on the northerly easement line of the Ridenbaugh Canal;
Landscape Architecture •Site Planning • Civi! Engineering •Golf Corvrre Irrigation & Engineering • Graphic Commnrrieation
462 E'. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 I^ 208.939.4445 • wwwAclandgroupinc.corn
G:\2006\06361\Admin\Lcgals\RI:'sCORD OF SURVEY\ll_080709_06361_southridge_parcel Tdoc
Page 2 of 5
THE LAND GROUP, INC.
Thence leaving said southerly right-of-way line and following the northerly
easement line of said Ridenbaugh Canal following nine (9) courses:
385.56 feet following the arc of a circular curve to the right, said curve
having a radius of 455.00 feet, a central angle of 48°33'07", a chord
bearing of South 85°45'37" East and a chord distance of 374.13 feet to a
5/8 -inch steel pin;
South 61029'03" East a distance of 227.43 feet to a 5/8 -inch steel pin;
14.24 feet following the arc of a circular curve to the left, said curve
having a radius of 320.00 feet, a central angle of 292'56", a chord bearing
of South 62045'31 " East and a chord distance of 14.23 feet to a 5/8 -inch
steel pin;
South 64°01'59" East a distance of 330.62 feet to a 5/8 -inch steel pin;
46.42 feet following the are of the circular curve to the left,
said curve having a radius of 320.00 feet, a central angle of 08°18'42", a
chord bearing of South 68°11'20" East, and a chord distance of 46.38 feet
to a 5/8 -inch steel pin;
South 72°20'41" East a distance of 150.79 feet to a 5/8 -inch steel pin;
276.48 feet following the arc of a circular curve to the right, said curve
having a radius of 230.00 feet, a central angle of 68°52'25", a chord
bearing of South 37°54'30" East and a chord distance of 260.13 feet to a
5/8 -inch steel pin;
South 86°31'43" West a distance of 10.00 feet to a 5/8 -inch steel .pin;
South 03028'17" East a distance of 411.33 feet to a 5/8 -inch steel pin;
Thence leaving said northerly easement line, South 86°31'43" West a distance of
260.50 feet to a 5/8 -inch steel pin;
Thence North 15°07'20" West a distance of 122.50 feet to a 5/8 -inch steel pin;
Thence 77.62 feet following the arc of a non tangent curve to the right, said curve
having a radius of 80.00 feet, a central angle of 55°35'25", a chord bearing of
South 79°54'50" West and a chord distance of 74.61 feet to a 5/8 -inch steel pin;
Thence North 72°17'28" West a distance of 172.84 feet to a 5/8 -inch steel pin;
Thence South 20°11'27" West a distance of 103.24 feet to a 5/8 -inch steel pin;
Thence South 56°38'44" West a distance of 124.08 feet to a 5/8 -inch steel pin;
Thence South 52°09'30" West a distance of 119.99 feet to a 5/8 -inch steel pin;
Thence 41.31 feet following the arc of a circular curve to the left, said curve
having a radius of 875.00 feet, a central angle of 02'42'17", a chord bearing of
North 39°10'38" West, and a chord distance of 41.30 feet to a 5/8 -inch steel pin;
Landrcape A hiteefnre •Site Planniig •Civil En neerlug •Golf Conrfe Irrigation & Engineering •Graphic Commrruieahon
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • www.thelaiidgrout)iTc.com
G:\2006\06361\Admin\Lcgals\IZE(.OIU) OF SU.ItVI Y\Il_080709_06361_southridge_parcel Tdoc
Page 3 of 5
_l
THE LAND GROUP, INC.
Thence South 49°2742" West a distance of 50.00 feet to a 5/8 -inch steel pin;
Thence 31.97 feet following the arc of a non tangent curve to the right, said curve
having a radius of 20.00 feet, a central angle of 91134'54", a chord bearing of
South 05°15'42" West and a chord distance of 28.67 feet to a 5/8 -inch steel pin;
Thence South 36°01'32" East a distance of 50.07 feet to a 5/8 -inch steel pin;
Thence 33.10 feet following the arc of a non tangent curve to the right, said curve
having a radius of 20.00 feet, a central angle of 94149'57", a chord bearing of
South 8103115211 East and a chord distance of 29.45 feet to a 5/8 -inch steel pin;
Thence 279.37 feet following the are of a compound curve to the right, said curve
having a radius of 825.00 feet, a central angle of 19024'07", a chord bearing of
South 24°24'59" East and a chord distance of 278.04 feet to a 5/8 -inch steel pin;
Thence 234.43 feet following the are of a reverse curve to the left, said curve
having a radius of 300.00 feet, a central angle of 44°46'24", a chord bearing of
South 37°06'07" East and a chord distance of 228.51 feet to a 5/8 -inch steel pin;
Thence South 27°03'51" West a distance of 100.18 feet to a 5/8 -inch steel pin;
Thence South 08'l 7'51 " West a distance of 108.82 feet to a 5/8 -inch steel pin;
Thence South 8.9°03'34" East a distance of 204.56 feet to a 5/8 -inch steel pin;
Thence northeasterly 47.74 feet following the arc of a circular curve to the left,
said curve having a radius of 30.00 feet, a central angle of 91'10'32"., a chord
bearing of North 45°21' l0" East and a chord distance of 42.86 feet to a 5/8 -inch
steel pin;
Thence North 00'14'06" West a distance of 93.31 feet to a 5/8 -inch steel pin;
Thence northwesterly 27.66 feet following the arc of a circular curve to the left,
said curve having a radius of 20.00 feet, a central angle of 79°13'53", a chord
bearing of North 39°51'03" West and a chord distance of 25.51 feet to a 5/8 -inch
steel pin;
Thence 172.88 feet following the arc of a non tangent curve to the left, said curve
having a radius of 508.91 feet, a central angle of 19°27'50", a chord bearing of
South 89°11'55" East and a chord distance of 172.05 feet to a 5/8 -inch steel pin;
Thence 21.93 feet following the arc of a reverse curve to the right, said curve
having a radius of 398.28 feet, a central angle of 03°09'17", a chord bearing of
North 82°38`49" East and a chord distance of 21.93 feet to a 5/8 -inch steel pin on
the easterly line of the Northwest One Quarter of said Section 23;
Thence following the easterly line of said Northwest One Quarter,
South 00°37'47" West a distance of 331.56 feet to the POINT OF BEGINNING.
or
I andscapeArchitemor • Site Planning • CivilEngineering • Golf Coarse Irrigation & Engineering •Graphic Corxixurrieation
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 . 1? 208.939.4041 F 208.939.4445 • www.thelandgrouaine.com
Cr:\2006\06361\Admin\1,elra1s\REC0RD OF SURVEY\11_080709_06361_southridgc_parcel 7.doc
Page 4 of 5
The above-described tract of land contains 60.27 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
Z 018
Ar
Landscape Architecture +Site Planning + Civil Engineering + Galf Course Irrigation & E?0neet*g + Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 + 11208,939.4041 h 208.939.4445 + wwlv.thelattderoul-)inc.com
G:\2006\06361\Admin\J egals\ltE's(-'O1tl) OF SURVEY\]1_080709_06361_southridge_parcel 7.doc
Page 5 of 5
Title:
Date: 09-02-2008
I Scale: 1 inch. = 400 feet I File: I
Tract 1: 60.266 Acres: 2625167 Sq Feet: Closure= n25.1851 w 0.02 Feet: Precision =1/459994: Petrimeter =10633 Feet
001=n89.0417w 1832.01
020=04.5323e 124.25
B.g--n39.t 38w6G�hd�q 04217
002=n22.0932w 520.19
021=05.0637w 18.88
040=s49.2742w 50.00
003=m89.1608w 582.48
022: Rt, R--%3.75, Deka-02.3107
Bn - i19.3213e, Chd=42.36
041: Rt R-20.00, Delia 91.3454
Bng=s05.1542w, Chd=28.b7
004=n00.5619e 163.38
B 54537e�C1�d374 8.3307
042=536.0132e 50.07
005=n45.4353e 54.46
024=s61:2903e 227.43
B 3: R-20,00,Cbdl2 49s7
006=589.1608e 380.64
337
025: Lt R-320.00 Delta=2.3256
Bng=s92.4531e, dot 14.23
044: R4 R�25.00 Delta -19.2407
Bng--s24.2459e, dTtt ;278.04
045: Lt. Rs300.00, Delta414.462a
tt,
B VL 6.5833e, C7id�36 09
026=s64.0159e 330.62
$ng s37,o607c, t$d=228.51
008=s 11.2211 e 187.65
027: Lt, R=320.00, DeIta98.1842
Bng=s68.1.120e, Chd-46.38
046=527.0351 w 100.18
2436
B sae 642ee, Cl Delta -127.2436
028=s72.2041 e 150.79
047=s08.1751 w 108.82
oBn��ss4 oo &TLI I'2 8 31�
13 07 430- cchai6o l szzs
048=s89.0334e 204.56
011=s89.1608e 58.64
030=s86.3143w 10.00
Bng A 2130 Cbd--4Zs6lo3z
012: Lt R=20.43, Delta -71
Bng--n34.1305e, chd=23.86
031=s03.281 le 411.33
050=1100.1406w 93.31
013: Ri R=233.34, Delta=45.2122
Bng nd1155oe. Chd=179.93
032=s86.3143w 260.50
051: Lt, R=20.00, Delta=79.1353
Bn 9.5103w, Chd=25.51
014=n47.3935w 170.79
033=n15.0720w 122.50
Bn s89.1 35e9� 172 5.27so
015: Lt R=1039. ft De1ta=23.1609
$n -90759e, Chd=419.07
034: Rt R=80AQ Delta=55.3525
Bng=s�9.5450w, Gid=74.61
053: n& 398.28;De'la=03.0917
Bng=n849e, C6d 21.93
B» 3 asiie'c7 Re 06'47
13621
035=n72.1728w 172.84
054=s00.3747w 331.56
B;jg= 2 s62te'C0hd Saiz
036=s20.l l27w 103.24
018=n10.081.0e 232.12
037=s56.3844w 124.08
019=875.0637e 17.90
038=s52.0930w 119.99
December 10, 2009
�►�,.. Page 1 of 2
►ir / ...
J
THE LAND GROUP, INC.
Exhibit E4
Project No. 06361
Legal Description
Southridge Parcel 7A
LINDER 109, LLC.
2.53 Acres
A tract of land situated in, the Southwest One Quarter of the Northwest One Quarter of
Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada
County, Idaho, described as follows:
Commencing at a brass cap monumenting the West One Quarter of said Section 23 on
the centerline of South Ten Mile Road, from which a brass cap monumenting the
Northwest Corner of said Section 23 bears North 00'56'19" East a distance of 2,629.48
feet;
Thence following the westerly line of said Section 23 and the centerline of said South
Ten Mile Road, North 0056'19" East a distance of 476.36 feet to a 5/8 -inch steel pin;
Thence leaving said westerly line and said centerline, South 89°16'08" East a distance of
48.00 feet to a 5/8 -inch steel pin on the easterly right-of-way line of said South Ten Mile
Road, being the POINT OF BEGINNING;
Thence following the easterly right-of-way line of said South Ten Mile Road,
North 0056'19" East a distance of 163.38 feet to a 5/8 -inch steel pin on the
southerly right-of-way line of West Overland Road;
Thence leaving said easterly right-of-way line and following the southerly right-
of-way line of said West Overland Road the following three courses and
distances:
1. North 4543'53" East a distance of 38.21 feet to a 5/8 -inch steel pin;
2. South 89'16'08" East a distance of 392.14 feet to a 5/8 -inch steel pin;
3. Easterly 138.62 feet following the arc of a circular curve to the left,
said curve having a radius of 1,050.50 feet, a central angle of
0733'39", a chord bearing of North 86°57'03" East and a chord
distance of 138.52 feet to a 5/8 -inch steel pin:
10,
Landscape Architecture •Site Planning •Cirri! Engineering • Golf Cour re Irrigation & Evgineering • Graphic Communication
462 F.. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F208.939.4445 • lcnvw.thelaiidt-,foupinc.c<im
G:\2006\06361\Admin\Lcgals\2010 PBA\L, 091210 Parcel7a 06361.doc
THE LAND GROUP, INC.
Thence leaving said southerly right-of-way line, South,11*22'11" East a distance
of 176.12 feet to a 5/8 -inch steel pin;
Thence South 25°0821" West a distance of 30.00 feet to a 5/8 -inch steel pin;
Thence North 89'16'08" West a distance of 582.48 feet to the POINT OF
BEGINNING.
The above-described tract of land contains 2.53 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE
EAGLE, IDAHO 83616
208-939-4041
208-939-4045 (FAX)
Ir
Landscape Anhiteetrrre # Site Planning • Cizil Engineerrug • Golf Colim Irrigation da Engineering • Graplitc Corrrrmrnicatton
462 17. Shore Drive, Ste. 100, Eagle, Idaho 83616 . 11208.939.4041 F 208.939.4445 • wsrvr.di Jaud ou )itic.com
G:\2006\06361\Admin\Lcgals\2010 PBA\L 091210 Patccl7a 06361.doc
Inc vo
Title: SOUTHRIDGE PARCEL 7A-LINDE R 109, LLC. Date: 12-10-2009
Scale: I inch = 100 feet File:
Tract 1: 2.531 Acres: 110243 Sq Feet: Closure s74.5458w 0.02 Feet: Precision=I/83864: Perimeter= 1521 Feet
001=n00.5619e 163.38 ii; n86.3�0.1e..Cfd 138. 2T;339 007=n89.1608w582.48
002=n45.4353e 38.21 005=s 11.2211 e 176.12
003-s89.1608e 392.14 006=s25.082I w 30.00
EXHIBIT F
LINDER 109 PROPERTY
Lots 1 through 5 inclusive of Block 1, Southridge Subdivision Phase 1, a recorded plat on file at
Book 104, Pages 14056 through 14063, Records of Ada County, Idaho
TOGETHER WITH
That particular parcel described in Exhibit F1 attached.
TOGETHER WITH
That particular parcel described in Exhibit F2 attached.
December 10, 2009
�W.,� rri►,►� Page 1 of 2
THE LAND GROUP, INC. Exhibit F1
Project No. 06361
Legal Description
Southridge Parcel 7A
LINDER 109, LLC.
2.53 Acres
A tract of land situated in, the Southwest One Quarter of the Northwest One Quarter of
Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada
County, Idaho, described as follows:
Commencing at a brass cap monumenting the West One Quarter of said Section 23 on
the centerline of South Ten Mile Road, from which a brass cap monumenting the
Northwest Corner of said Section 23 bears North 00°56'19" East a distance of 2,629.48
feet;
Thence following the westerly line of said Section 23 and the centerline of said South
Ten Mile Road, North 0056'19" East a distance of 476.36 feet to a 5/8 -inch steel pin;
Thence leaving said westerly line and said centerline, South 89'16'08" East a distance of
48.00 feet to a 5/8 -inch steel pin on the easterly right-of-way line of said South Ten Mile
Road, being the POINT OF BEGINNING;
Thence following the easterly right-of-way line of said South Ten Mile Road,
North 0056'19" East a distance of 163.38 feet to a 5/8 -inch steel pin on the
southerly right-of-way line of West Overland Road;
Thence leaving said easterly right-of-way line and following the southerly right-
of-way line of said West Overland Road the following three courses and
distances:
1. North 4543'53" East a distance of 38.21 feet to a 5/8 -inch steel pin;
2. South 89'16'08" East a distance of 392.14 feet to a 5/8 -inch steel pin;
3. Easterly 138.62 feet following the arc of a circular curve to the left,
said curve having a radius of 1,050.50 feet, a central angle of
0733'39", a chord bearing of North 86°57'03" East and a chord
distance of 138.52 feet to a 5/8 -inch steel pin:
or
L,aueleeapeArdjrteciure • Site Planning • CivilEnglneering •Golf Cour e Znzgntion drF_ugineering •Graphic Coin& me�rtion
462 K Shore Drive, Ste. 100, F.aglc, Idaho 83616 • P 208.939.4041 F208.939.4445 • Nvww.thelandgroupiaK alm
ti:\2006\06361\Admin\Lcgals\20101 BA\L, 091210 Parcel7a 06361.doc
December 10, 2009
�►� /r..w Page 2 of 2
THE LAND GROUP, INC.
Thence leaving said southerly right-of-way line, South. 11*22'11" East a distance
of 176.12 feet to a 5/8 -inch steel pin;
Thence South 25°0821" West a distance of 30.00 feet to a 5/8 -inch steel pin;
Thence North 89'16'08" West a distance of 582.48 feet to the POINT OF
BEGINNING.
The above-described tract of land contains 2.53 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE
EAGLE, IDAHO 83616
208-939-4041
208-939-4045 (FAX)
Ar
Landscape Arehitecktre *Site Plaemrng + Civil Engineering + Go#'Cotmre Irrigation & Engineering + Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 + 11208,939.4041 Ir 208.939.4445 • \t,,vw.thelaud ou )inc.cotn
G:\2006\06361\Admin\L,egals\2010 PBA\L 091210 Parcel7a 06361doc
Title: SOUTHRIDGE PARCEL 7A-LINDER 109, LLC. Date: I2-10-2009
Scale: 1 inch = 100 feet File:
Tract 1: 2.531 Acres: 110243 Sq Feet: Closure == s74.5458w 0.02 Feet: Precision =1/83864: Perimeter= 1521 Feet
001=n00.5619e 163.38 is„g'n865701e..00
d 38.527339 007=n89.1608w582.48
002=n45.4353e 38.21 005=s 1 1.221 1 e 176.12
003=s89.1608e 392.14 006=s25.082I w 30.00
October 13, 2008
Project No. 06361
Legal Description
Record of Survey Parcel 8
LINDER 109, LLC.
1.25 acres
THE LAND GROUP, INC. Exhibit F2
EXHIBIT "A"
A tract of land situated in the Southwest One Quarter of the Northwest One Quarter of
Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada
County, Idaho, described as follows: .
Commencing at a found brass cap monumenting the West One Quarter of said Section 23
on the centerline of South Ten Mile Road, from which a found 5/8 -inch steel pin
monumenting the North one -sixteenth Corner common to said Section 23 and Section 22,
Township 3 North, Range 1 West, Boise Meridian bears North 00056'19" East a distance
of 1,314.70 feet;
Thence following the westerly line of said Southwest One Quarter of the Northwest One
Quarter and the centerline of said South Ten Mile Road, North 00°56'19" East a distance
of 476.36 feet to a found 5/8 -inch steel pin;
Thence leaving said westerly line, South 89°16'08" East a distance of 48.00 feet to a
found 5/8 -inch steel pin on the easterly right-of-way line of said South Ten Mile Road;
Thence following the easterly right-of-way line of said South Ten Mile Road,
North 00°56'19" East a distance of 1.63.38 feet to a 5/8 -inch steel pin;
Thence leaving said easterly right-of-way line, North 45°4353" East a distance of
38.21 feet to a 5/8 -inch steel pin on the southerly right-of-way line of West Overland
Road;
Thence following the southerly right-of-way line of said West Overland Road,
South 89'16'08" East a distance of 392.14 feet to a 5/8 -inch steel pin;
Thence following said southerly right-of-way line, 138.62 feet following the arc of a
circular curve to the left, said curve having a radius of 1,050.50 feet, a central angle of
07°33'39", a chord bearing of North 86°57'03" East and a chord distance of 138.52 feet to
the POINT OF BEGINNING.
I andscape Ardweeture *Site Planning • Ciml Engineering • Golf Coarse Irrigation 2 Engineering a Graphic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F208.939,4445 • anvw.tlhelandLIouhinc.com
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THE LAND GROUP, INC.
Thence 233.62 feet following the are of a circular curve to the left, said curve
having a radius of 1,050.50 feet, a central angle of 12°44'30", a
chord bearing of North 76°47'58" East and a chord distance of 233.13 feet to a
5/8 -inch steel pin;
Thence leaving said southerly right-of-way line, South 47139'35" East a distance
of 157.73 feet to a 5/8 -inch steel pin;
Thence 184.71 feet following the arc of a non tangent curve to the left, said curve
having a radius of 233.34 feet, a central angle of 45°21'22", a chord bearing of
South 41°15'50" West and a chord distance of 179.93 feet to a 5/8 -inch steel pin;
Thence 25.49 feet following the are of a reverse curve to the right, said curve
having a radius of 20.00 feet, a central angle of 73°01'33", a chord bearing of
South 54°13'05" West and a chord distance of 23.80 feet to a 5/8 -inch steel pin;
Thence North 89'16'08" West a distance of 58.64 feet to a 5/8 -inch steel pin;
Thence 30.77 feet following the are of a circular curve to the right, said curve
having a radius of 25.00 feet, a central angle of 70°31'44", a chord bearing of
North 54°00'16" West and a chord distance of 28.87 feet to a 5/8 -inch steel pin;
Thence 111.19 feet following the are of a reverse curve to the left, said curve
having a radius of 50.00 feet, a central angle of 127°2436", a chord bearing of
North 82°26'42" West and a chord distance of 89.65 feet to a 5/8 -inch steel pin;
Thence North 11°22'11" West a distance of 176.12 feet to the
POINT OF BEGINNING.
The above-described tract of land contains 1.25 acres, more or less, subject to any
existing easements or rights-of-way.
Prepared By: THE LAND GROUP, INC.
462 E. SHORE DRIVE, SUITE 100
EAGLE, IDAHO 83616
208-939-4041
208-939-4445 (FAX)
Ar
Landscape Architecture •Site Planning • Civil Engineering •Golf Course Irrigation & Engineering • Gr*hic Communication
462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • wwwAielandgroupiac.com
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58.64
Title: Date: 10-13-2008
Scale: 1 inch = 50 feet File:
Tract 1: 1.252 Acres: 54520 Sq Feet: Closure = s33.0114e 0.00 Feet: Precision =1/412775: Perimeter = 978 Feet
001: Lt, R-1050.50, Delta= 12.4430 004: Rt, R=20.00, Delta=73.0133 007: Lt, R=50.00, Delta -127.2436
Bn,LY76.4758e Chd=233.13 Bn�s54.1305w, CW=23.80 Bng,82.2642w, Chd49.65
002=s47.3935e 157.73 005=n89.1608w 58.64 008=n11.2211 w 176.12
003LtR=23334 Delta -45.2122 00g:�R%21560D=7.0.3144
Bng41.1550w,i =179.93 BwChd887
File No.: MDA -12-009
Project Name: Southridge J
Request: Request for a modification to the development agreement for Southridge, by The Land
Group.
Location: The site is located south of W. Overland Road between S. Ten Mile Road and S. Linder
Road, in the northern portion of Section 23, Township 3N., Range 1 W.