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ApplicationMayor Tammy de Weerd City Council Members: E IDIAN*-%� Keith Bird i+ Brad Hoaglun Charles Rountree IDAHO 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: Transmittal Date: February 22, 2013 Hearing Date: March 26, 2013 File No.: MDA 13-002 March 19, 2013 Request: Public Hearing: Modification to the Cavanaugh Development Agreement to exclude the subject property from the Agreement for Red Wing Subdivision By: WH Moore Company Location of Property or Project: SEC of S. Meridian Road (SH 69) and E. Victory Road Joe Marshall (No FP) Scott Freeman (No FP) Steven Yearsley (No FP) Michael Rohm (No FP) Macy Miller (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (No VAR, vac, FP) Building Department/ Rick Jackson Fire Department Police Department City Attorney Community Development City Planner 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 fE IL�I�.`��:�, 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 ❑ Design Review File number(s): i?, -L- .13 002- i B Development Agreement Modification "DA- 1-3,QOZ ", P P' 1:5-00_j ❑ Final Plat ❑ Final Plat Modification Project name: R�d wlZn Sul�;v► S�t� ❑ Planned Unit Development Date filed: Date complete: N Preliminary Plat Assi ❑ Private Street Assigned Planner: ion �R W�-I-IefS M Rezone Related files: C,PA M-1 Z--C4Y ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment Hearing date: Z 2-1-13 1!�[ Commission ❑ ❑ Vacation (Council) ❑ Variance Council ❑ Other Applicant Information Applicant name: WH Moore Company Phone: 323-1919 Fax: 323-1919 Applicant address: 1940 Bonito Way Ste 160 Zip: 83642 E-mail: i.seel@att.net Applicant's interest in property: 8 Own ❑ Rent ❑ Optioned ❑ Other Owner name: Red Tail Communities, LLC Owner address: 1940 Bonito Way Ste 160 Phone: 323-1919 Fax: 323-7523 Zip: 83642 E-mail: j•seel@att.net Agent name (e.g., architect, engineer, developer, representative): Jason Densmer, PE Firm name: Land Group Phone: 939-4041 Fax: 939-4455 Address: 462 E. Shore Drive, Ste 100 Zip: 83616 E-mail: Jason@the landgroupinc.com Primary contact is: N Applicant ❑ Owner ❑ Agent ❑ Other Contact name: Jonathan Seel Phone: 323-1919 Contact address: 1940 Bonito Way Ste 160 Zip: 83642 E-mail Subject Property Information Location/street address: SE Corner of Victory and Meridian Roads Assessor's parcel number(s): S1130223000 Township, range, section: NC of 30,TS3NorthR1E Current land use: Unimproved Fax: 323-7523 j.seel@att.net Total acreage: 3 1. 11 Current zoning district: TN -C & C -N 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. 11129111) Project Description Project/subdivision name: Red Wing Subdivision General description of proposed project/request, Development of a single and multi -family development. Rezone, preliminary plat and development agreement modification. Proposed zoning district(s): R-4 & R-15 Acres of each zone proposed: R-4 15.9 units, R-15 15.21 units Type of use proposed (check all that apply): 8 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Club house, fitness center, picnic area, pool, grills Who will own & maintain the pressurized irrigation system in this development? Nampa & Meridian Irrigation Which irrigation district does this property lie within? Nampa & Meridian Irrigation Primary irrigation source: Ridenbaugh Canal Secondary: City 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: single family 48 Number of building lots: 48 Number of common and/or other lots: 9 Proposed number of dwelling units (for multi -family developments only): (i 1 Bedroom: Total 228 units breakdown TBD 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): Single family 8,000 Gross density (DU/acre-total land): SF 3.0 MF 15 Percentage of open space provided: 10% TBD 1200 Proposed building height: per code Average property size (s.£): 11,000 Net density (DU/acre-excluding roads & alleys): SF 3.8 Acreage of open space: 2.48 Percentage of useable open space: 10% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): common Type of dwelling(s) proposed: B Single-family ❑ Townhomes ❑ Duplexes 8 Multi -family Non-residential Project Summary (if applicable) Number of building lots: NA 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: Total number of employees: Building: Paving: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Total number of parking spaces provided: Authorization Print applicant name: Jonathan Applicant signature: Seating capacity: Number of compact spaces provided: Date: Jan 21, 2013 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 11129111) W.H. MOORE COMPANY Real Estate Development EI Dorado Business Campus 1940 S. Bonito Way, Suite 160 Meridian, Idaho 83642 P.O. Box 8204 Boise, Idaho 83707-2204 Date: January 21, 2013 To: Meridian Planning & Zoning Department From: Jonathan R. Seel WH Moore Company Subject: Development Agreement Modification Red Wing Subdivision SE Corner of Meridian & Victory Roads TELEPHONE (208) 323-1919 /FAX 323-7523 Red Tail Communities, LLC is the owner of approximately 32 acres at the southeast corner of Victory and Meridian Roads and is currently bound by the terms of the following development agreement: • Development Agreement dated August 28, 2006 and recorded in the real property records of Ada County on September 21, 2006 as instrument No. 106151214, as amended by Addendum to the Development agreement dated May 12, 2008 as instrument No. 108065958 (collectively, "Development Agreement'). As background information, the Development Agreement was for a 182 acre parcel which was owned by DBSI Tanana, LLC. Through a bankruptcy proceeding this land was acquired by Red Tail Communities and several other entities. Given the complexities of multiple owners for the 182 acre parcel and Red Tail Communities plans to rezone from TN -C and C -N to R-4 and R-15, we request a release from the Development Agreement, with the understanding Meridian will enter into a new development agreement with Red Tail Communities through the rezone process. Attached is proposed language for the release of the Development Agreement. W.H. MOORE C O M P A N Y Real Estate Development EI Dorado Business Campus 1940 S. Bonito Way, Suite 160 Meridian, Idaho 83642 P.O. Box 8204 Boise, Idaho 83707-2204 Date: January 21, 2013 To: Meridian Planning & Zoning Department From: Jonathan R. Seel WH Moore Company Subject: Rezone Application Red Wing Subdivision TELEPHONE (208) 323-1919/ FAX 323-7523 Please accept an application from The WH Moore Company for Red Tail Communities, LLC to rezone a 32.87 acre parcel of unimproved land at the southeast corner of Meridian and Victory Roads. Specifically, we are requesting an R-15 zone for 16.32 acres and R-4 for 16.55 acres. As background information, our parcel was part of a 182 acre development that was annexed and zoned in 2006 and subsequently rezoned in 2008. Through a bankruptcy proceeding we have acquired a portion of the original development. Our parcel is currently zoned (TN -C) Traditional Neighborhood Commercial District, and (C -N) Neighborhood Business District. The primary focus of the Commercial and Business designation is the neighborhood center which contains retail, commercial and community services. Based on our experience at developing numerous retail and commercial projects in the Treasure Valley, we do not see these types of uses being successful at this location based on the following concerns: • Traffic — Daily traffic on Meridian Road is approximately 28,000 cars, whereas the count on Victory is 5,800 per day. Access — ITD will not allow access from Meridian Road to the site. Along Victory, ACDH's policy requires access at 660 feet intervals from the Meridian/Victory intersection. Simply put access is restrictive. Rezone Application January 21, 2013 Page 2 Existing commercial/retail development — Currently there is substantial development along Meridian Road with future plans for a major retail complex at Amity and Meridian Roads. Both these current and future businesses have superior access and visibility to any similar development that might occur within our project. • Going home side — From a retailer's stand point the west side of Meridian Road is considered the preferred location Combine all of these factors and it is highly probable that any commercial/retail development within the C -N or TN -C zone would fail and reflect a negative image on Meridian. On the other hand, we believe our location is highly desirable for residential development that will attract the type of residents that have made Meridian a vibrant community. Accordingly we are requesting the R-15 and R-4 residential zone. Please do not hesitate to contact me should you have any questions or if I need to provide additional information. W.H. MOORE C O M P A N Y Real Estate Development EI Dorado Business Campus 1940 S. Bonito Way, Suite 160 Meridian, Idaho 83642 P.O. Box 8204 Boise, Idaho 83707.2204 Date: January 21, 2013 To: Meridian Planning & Zoning Department From: Jonathan R. Seel WH Moore Company Subject: Preliminary Plat Application — Red Wing Subdivision TELEPHONE (208) 323-1919 /FAX 323-7523 Please accept an application from The WH Moore Company for Red Tail Communities, LLC to submit a preliminary plat for a 32 acre parcel of unimproved land at the southeast corner of Meridian and Victory Roads. Key points of the project: • The plat has a total of 58 lots, broken down as 48 single family lots, one multi- family lot and 9 open lots. • Pictures are included that reflect the design and character of the single family homes we plan to develop within the project. We will use a select group of home builders to assure quality construction and also a mix in architectural design. Homes will range from approximately $270,000 to $375,000 with livable area averaging 2,500 sq. ft. • The design of the multi -family development is evolving, but we expect a density between 215-228 units (at or less than 15/acre). The apartment structures will be 2 and 3 story, with 4 units per floor. We have provided pictures that should represent our future development. • Amenities for the apartment complex will include a club house, pool, fitness facilities, grills, and open spaces. Residences in the single family development will have access to these amenities. • The single family development will have 10% open space and provide seating/picnic areas for residences. • The project fronts both Victory and Meridian Roads and will provide the required landscape buffers. • Within the landscape buffer along Victory we will provide a 7 foot wide meandering sidewalk. Within the buffer along Meridian Road a 10 foot wide regional pathway will be constructed. Preliminary Plat Application January 21, 2013 Page 2 • Streets within the single family development will be dedicated to Ada County Highway District. • The Kennedy Lateral will be tiled through the entire length of the project. • Each lot will have pressurized irrigation with Nampa & Meridian Irrigation managing the back bone system. • Although, not part of the plat we tentatively plan to improve Victory Road to three lanes with curb & gutter on both sides the entire length of our project. This would be done through a cooperative agreement with ACHD. Additional information requested in the application checklist Address whether or not a variance will be requested with respect to any provision of the ordinance describing the particular provision the variance requested, and the reason thereof - Ordinance 11-3B-7 c2 requires all residential subdivision street buffers shall be on a common lot, maintained by a homeowners' association. We agree that a homeowners' association is necessary for the single family development due to multiple owners. However, the multi -family development will be one lot and one owner. Thereby making it impractical to create a homeowner's association. We therefore ask that this requirement be waived and replaced with a binding maintenance agreement with the ownership. Development features and/or commitments by the applicant. None Description of any covenant or deed restrictions that support the proposed development. None Please do not hesitate to contact me should you have any questions or if I need to provide additional information. When recorded, please return to: City Clerk CITY OF MERIDIAN 33 E. Broadway Meridian, Idaho 83642 RELEASE OF DEVELOPMENT AGREEMENT This Release of Development Agreement (this "Release") made by and between the City of Meridian, an Idaho municipal corporation ("City") and Red Tail Communities LLC, a Delaware limited liability company ("Owner"). WHEREAS, City and Owner's predecessor -in -title entered into that certain Development Agreement dated August 28, 2006, and recorded in the real property records of Ada County, Idaho, on or about September 21, 2006, as Instrument No. 106151214, as amended by that certain Addendum to Development Agreement dated May 12, 2008, and recorded in the real property records of Ada County, Idaho, on or about June 6, 2008, as Instrument No. 108065958 (collectively, "Development Agreement") as a condition of annexation and initial zoning of approximately 182.6 acres of real property legally described in the Development Agreement and known at that time as the proposed Tanana Valley Subdivision ("Original Property"); WHEREAS, on , 2013, City adopted Rezone Ordinance to rezone a portion of the Original Property consisting of approximately 31.84 acres, legally described in Exhibit A attached hereto ("Released Property"), following a public hearing on or about , 2013, before the Meridian City Council (Case No. ), which supersedes the initial zoning and related Development Agreement as to the Rezoned Property; WHEREAS, City and Developer desires to execute and record this Release to memorialize that the Development Agreement is no longer of any force or effect as to the Released Property. NOW, THEREFORE, in consideration of the recitals above, City declares and confirms, and Developer agrees, that in light of the notice and public hearing held on , 2013, and the Rezone Ordinance approved by the City Council on , 2013, the Released Property is hereby released from, and shall no longer be subject, to the Development Agreement. The Development Agreement shall remain in full force and effect as all portions of the Original Property except the Released Property. [end of text] RELEASE OF DEVELOPMENT AGREEMENT — 1 1672843-3 IN WITNESS WHEREOF, the parties have executed this Release effective as of the day of , 2013. CITY: CITY OF MERIDIAN, an Idaho municipal corporation Mayor Tammy de Weerd ATTEST: Jaycee L. Holman, City Clerk STATE OF IDAHO :ss. County of Ada OWNER: RED TAIL COMMUNITIES LLC, a Delaware limited liability company By: Randy Fullmer, Manager On this day of , 2013, before the undersigned notary public in and for the said state, personally appeared Tammy de Weerd and Jaycee L Holman, known or identified to me to be the Mayor and City Clerk of the City of Meridian, an Idaho municipal corporation, the persons who executed and attested the foregoing instrument on behalf of said municipal corporation and acknowledged to me that said municipal executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year first above written. STATE OF IDAHO :ss. County of Ada Notary Public for Idaho Residing at: My Commission Expires: On this day of , 2013, before the undersigned notary public in and for the said state, personally appeared Randy Fullmer, known or identified to me to be a Manager of Red Tail Communities LLC, a Delaware limited liability company, the person who executed foregoing instrument on behalf of said limited liability company and acknowledged to me that said limited liability company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year first above written. Notary Public for Idaho Residing at: My Commission Expires: RELEASE OF DEVELOPMENT AGREEMENT — 2 1672843-3 EXHIBIT "A" Released Property That portion of the North half of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the Northwest corner of Section 30, thence along the Northerly boundary of said Section, North 89042'09" East for a distance of 650.00 feet, to the POINT OF BEGINNING; thence continuing along said boundary, North 89042'09" East for a distance of 1,236.83 feet; thence South 0001751" East for a distance of 350.00 feet; thence Southwesterly along the arc of a curve to the right, with a radius of 317.50 feet, for a distance of 317.50 feet, through a central angle of 57017'45", and a long chord which bears South 28021'01" West for a distance of 304.44 feet; thence South 57043'28" West for a distance of 46.19 feet; thence Southwesterly along arc of a curve to the left, with a radius of 682.50 feet, for a distance of 237.06 feet, through a central angle of 19054'04", and a long chord which bears South 47046'26" West for a distance of 235.87 feet; thence South 35043'32" West for a distance of 50.00 feet; thence along a curve to the left of which the radius point lies South 54016'38" East, a radial distance of 530.61 feet, Southwesterly along the arc for a distance of 173.56 feet, through a central angle of 18044'28", and a long chord which bears South 26021'08" West for a distance of 172.79 feet; thence South 19004'50", West for a distance of 57.82 feet to a point on the center line of the Ridenbaugh Canal per Instrument No. 7608075; thence along said center line, the following three courses and distances: 1. North 70055'16" West for a distance of 1,122.59 feet; 2. North 57031'52" West for a distance of 69.47 feet; 3. North 44008'28" West for a distance of 314.59 feet to a point on the Easterly right-of-way of Meridian Road; thence continuing along said right-of-way, North 00025'44" East for a distance of 346.74 feet; thence continuing along said right-of-way, North 67011'22" East for a distance of 65.30 feet; thence leaving said right-of-way, North 85058'45" East for a distance of 89.71 feet; thence North 89024'50" East for a distance of 430.98 feet; thence North 00017'51" West for a distance of 32.00 feet; to the POINT OF BEGINNING. The above describes parcel contains 31.84 acres, more or less. RELEASE OF DEVELOPMENT AGREEMENT — 3 1672843-3 ..�...r F r.�r:.rw ^raeurpwr O V CD CD S CD Q CD / �. _ 0 0 5'00 ` 3 C CD > Cr �r CLn 3 CD r+ 0 to Vic I3ez3r Cr�rtle cam' .pr_n'. l W Cub.St c,: Ile,v Y+/ Kodiak /h� ; E' -Tin LV Uae Track Qr ' �. i d40„ l i iCl Gri t ( I E:l ike treek'S. iw 61y j W � i l z W Galvani. ar.. I _..__: E_Vittory Rd ry. R.d_ z a: 69 � 4� �i E..istioa Or . hir. .. .........:........... { - ... C Sicily SE O PROJECT SITE .E.tviona Lisa Or . E, Pisa SL:.. ° E Rurttpd Ln .. ADA COUNTY RECORDER Christopher D. Rich AMOUNT 16.00 3 BOISE IDAHO 12/0612012 11:39 AM DEPUTY Bonnie Oberbiliig e Eis Recording RECORDED-REQUEST I IIIIII fllll ill�� IIIIII I�II�III�I� IIII'll'I I�IIII III I�I�I II') I'II OF FIDELITY NATIONAL TITLE - BOIS 112128555 SPECIATE WARRANTY PEES ID-) t'{ Z9tL4`' FOR VALUE RECEIVED DBSI Tanana Valley, an Idaho limited. liability companv the Grantor(s), do(es) hereby grant, bargain, sell and convey unto Iced Tail Communities LLC, a Delaware limited liability limited company, whose address is 660 E. Franklin Road, Ste 270, Xlea-idian, Idaho 83642, the Grantee(s), the following described premises, in Adz, Boise, Idaho, TO WIT: SEB ATTACHED EXHIBIT "A" TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that no encumbrances were initiated during the ownership of the undersigned nor is the undersigned aware of any such. And that Grantor will warrant and defend the same against every person lawfully claiming by, through, or under Grantor, but not otherwise. Dated this rday of December, 2012. DBSI Tajtana Valley LLC By: Ronald D. Strangwater, its Autho ' ed Aont for Conrad Myers, Trustee under the DBSI ea ate Liquidating Trust, as Confirmed in the Second Amended Joint Chapter 11 Plan of Liquidation, Case No. 08-12687 (PJW), United States Bankruptcy Court, District of Delaware. State of CNG -F - County of 4n this e>s:�b day of December, 2012, before me the undersigned, a Notary Public in and for said state, personally appeared'Ronald D. Strongwater, known or identified to me to be the person() whose name sore subscribed to the within instrument as the Authorized Agent of DBSI Tanana Valley LLC and acknowledged to ane that Ronald D. Strongwater executed the same as such Authorized A Ga Notar, •Publi�ainc: Residing at: My Commission Expires: COMM. # 1887292 X = s w o NOTARY PUBLIC4XIFOR&A X ;�'' ORANGE COUNTY � EXHIBIT "A" To Form of Deed PARCEL A That portion of the North half of Section 30, Township 3 North, Mange I East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the Northwest corner of Section 30, thence along the Northerly boundary of said Section, North 89°Q2'09" East for a distance of 650.00 feet, to the POINT OF BEGINNING; thence continuing along said boundary, North 89°42'09" East for a distance of 1,236.83 feet; thence South 00°17'51" East for a distance of350.00 feet; thence Southwesterly along the are of a curve to the right, with a radius of 317.50 feet, for a distance of 317.50 feet, through a central angle of 57°17'45", and a long chord which bears South 28°21'01" West for a distance of 304.44 feet; thence South 57°43'28" West for a distance of 46.19 feet; thence Southwesterly along are of a curve to the left, with a radius of 682.50 feet, for a distance. of 237.06 feet, through a central angle of 19°54'04", and a long chard which bears South 47°46'26" West for a distance of 235.87 feet; thence South 35°4332" West for a distance of 50.00 feet; thence along a curve to the left of which the radius point Ines South 54016'38" East, a radial distance of 530.61 feet, Southwesterly along the arc for a distance of 173.56 feel, through a central angle of 18°44'28", and a Iong chord which bears South 26121'08" West for a distance of 172.79 feet: thence South 19004'50", West for a distance of 57.82 feet to a point on the center line of the Ridenbaugh Canal per Instrument No. 7608075; thence along said center line, the follo%ing three courses and distances: 1. North 70°55'16" West for a distance -of 1,122.59 feet; 2. North 57°31'52" West for a distance of 69.47 feet, 3. North 44°08'28" West for a distance of 314.59 feet to a point on the Easterly right-of-way of Meridian Road; thence continuing along said right-of-way, North 00025'44" East for a distance of 346.74 feet; thence continuing along said right-of-way, North 67011'22" .East for a distance of 65.30 feet; thence leaving said right-of-way, North 85°58'45" East for a distance of 89.71 feet; thence North 89°24'50" East for a distance of 430.98 feet; thence North 00° 17'51 " West for a distance of 32.00 feet; to the POINT OF BEGINNING. The above describes parcel contains 31.84 acres, more or less. EXHIBIT "A" Released Property That portion of the North half of Section 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the Northwest corner of Section 30, thence along the Northerly boundary of said Section, North 89042'09" East for a distance of 650.00 feet, to the POINT OF BEGINNING; thence continuing along said boundary, North 89042'09" East for a distance of 1,236.83 feet; thence South 00°17'51" East for a distance of 350.00 feet; thence Southwesterly along the arc of a curve to the right, with a radius of 317.50 feet, for a distance of 317.50 feet, through a central angle of 57017'45", and a long chord which bears South 28021'01" West for a distance of 304.44 feet; thence South 57043'28" West for a distance of 46.19 feet; thence Southwesterly along arc of a curve to the left, with a radius of 682.50 feet, for a distance of 237.06 feet, through a central angle of 19054'04", and a long chord which bears South 47046'26" West for a distance of 235.87 feet; thence South 35043'32" West for a distance of 50.00 feet; thence along a curve to the left of which the radius point lies South 54016'38" East, a radial distance of 530.61 feet, Southwesterly along the arc for a distance of 173.56 feet, through a central angle of 18044'28", and a long chord which bears South 26021'08" West for a distance of 172.79 feet; thence South 19004'50", West for a distance of 57.82 feet to a point on the center line of the Ridenbaugh Canal per Instrument No. 7608075; thence along said center line, the following three courses and distances: 1. North 70055'16" West for a distance of 1,122.59 feet; 2. North 57031'52" West for a distance of 69.47 feet; 3. North 44008'28" West for a distance of 314.59 feet to a point on the Easterly right-of-way of Meridian Road; thence continuing along said right-of-way, North 00025'44" East for a distance of 346.74 feet; thence continuing along said right-of-way, North 67011'22" East for a distance of 65.30 feet; thence leaving said right-of-way, North 85058'45" East for a distance of 89.71 feet; thence North 89024'50" East for a distance of 430.98 feet; thence North 00017'51" West for a distance of 32.00 feet; to the POINT OF BEGINNING. The above describes parcel contains 31.84 acres, more or less. RELEASE OF DEVELOPMENT AGREEMENT — 3 1672843-1 EXHIBIT "A" Parcel A Order No. 1076489 Revision No. 3 That portion of the North half of Section. 30, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the Northwest corner of Section 30, thence along the Northerly boundary of said Section, North 89042'09" East for a distance of 650.00 feet, to the POINT OF BEGINNING; thence continuing along said boundary, North 89042'09" East for a distance of 1,236.83 feet; thence South 00017'51" East for a distance of 350.00 feet; thence Southwesterly along the arc of a curve to the right, with a radius of 317.50 feet, for a distance of 317,50 feet, through a central angle of 57017'45", and a long chord which bears South 28021'01" West for a distance of 304.44 feet; thence South. 57043'28" West for a distance of 46.1.9 feet; thence Southwesterly along arc of a curve to the left, with. a radius of 682:50 feet, for a distance of 237.06 feet, through a central angle of 19054'04", and a long Chord which bears South 47046'26" West for a distance of 235:87 feet; thence South 35043'3.2" West for a distance of 50.00 feet; thence along a curve to the left of which the radius point lies South 54116'38" East, a radial distance of 530.61 feet, Southwesterly along the arc for a distance of 173.56 feet, through a central angle of 18044'28", and .a long chord which bears South 26021'08" West for a distance of 1.72.79 feet; thence South 19004'50"; West for a distance of 57.82 feet to a point on the center line of the Ridenbaugh Canal per Instrument No. 7608075; thence along said center line, the following three courses and distances: 1. North 70055'16" West for a distance of 1,122.59 feet; 2. North 57031'52" West for a distance of 69.47 feet; 3. North 44008'28" West for a distance of 314.59 feet to a point on the Easterly right-of-way of Meridian Road; thence continuing along said right-of-way, North 00025'44" East for a distance of 346.74 feet; thence continuing along said right-of-way, North 67011'22" East for a distance of 65.30 feet; thence leaving said right-of-way, North 85058'45" East for a distance of 89.71 feet; thence North 89024'50" East for a distance of 43.0.98 :feet; thence North 00017'51" West for a distance of 32.00 feet; to the POINT OF BEGINNING. ALTA Commitment Page 2 of 8 Schedule A AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (0 u" w ame) (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: 01-i It ci K (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 2 r _day of cA 20 Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. �a�ae'i�.I Q.�°O°ea• SuQA�Nr �0TAI�y'°4' (Notary Public for Idaho) *� r.® Residing at: � N PUBLIC '��A 'DP ®,Xxv®�\`1� My Commission Expires: (% 1'00/10111100000 CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES -Name: , -�YPw Tai l (1, f 9-4 1 City,Staff: r k)i,g f ,h ; f61Vce, I✓ er,4 . Location: SE60 'yi c� o, y, a-r�Jen- , a n C/ Comprehensive Plan Future Land Use Map Designation: 9nsb�.��/ MDQ �► Design Guidelines' Development Context: Proposed Use: cSf -�- M F Proposed Zoning Existing Use: Va can.4- Existing Zoning Surrounding..Uses: ca n a- rn2rGrCr.i sem. Street Buffer(s) and/or. Land Use Buffer�s):.35' 60,7,t„ !P11 Mend % tin ; Open Space/Amenities/Pathways: !a i� wa.v 'ref. l Men d Access/Stub Streets/Street System: iya accers -to (oe+1W, Sewer & Water Service: Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation/Hazards: History: Additional Meeting Notes: Date: / Size of Property: a- OR T yo -n/ 7n1 -G �5' Q 16111 _ V) 64Dry .A] n D -A Prnr; W P uniccat ph n -�or �'h e mvlfi" wr, ly nor fh� Jr P .3fqc7 cLe 44L,- IQ, L/ ee4- b r ctre J re . +. e l n camrnci7, Dff a i l E3 Gfv 1 i7rrianW Dla y d c-fe Gvrren ply Other Agencies/Departments to Contact: 0 Ada County Highway District ❑ Nampa Meridian Irrigation District ❑ Public Works Department '❑ Idaho Transportation Department ❑ Settler's Irrigation District ❑ Building Department Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer [Rezone ❑ Alternative Compliance ® Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension - Council 0 City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment - Text © Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC I -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. C 0 M P. A N Y Real Estate Development TELEPHONE (2081323-1919/FAX 323-7523 EI Dorado Business Campus 1940 S. Bonito Way, Suite 160 Meridian, Idaho 83642 P.O. Box 8204 Boise, Idaho 83707-2204 Date: , January 3, 2013 To: Home Owners From: Jonathan R. Seel WH Moore Company Subject: Neighborhood Meeting You are invited to a neighborhood meeting on Thursday January 10, 2013 at 6 PM to discuss a development application we plan to submit to the City of Meridian for a 32 acre residential project on the southeast corner of Victory and Meridian Roads. Attached is a map illustrating the area that is planned for development. Development plans call for detached single family in the eastern half, with mutli=family on the west side. The meeting will be held at the WH Moore Company office (1940 Bonito Way, Suite 160) located in the El Dorado Business Campus, SW corner of Overland and Eagle Roads. A map is attached showing the location. Should you not be able to attend please feel free to call me with any questions. Thank you. Easy Peel® Labels i A l Bend along line to Use Avery® Template 51600/816OTM Feed Paper ® expose Pop-up Edger"' KUNA VICTORY LLC VANDER WOUDE & SON LLC P 0 BOX 2020 5311 S RIDGEWOOD RD f BOISE, ID 83701-0000 NAMPA, ID 83687-0000 OBSERVATION POINT HOMEOWNERS CAVEN JERRY L ASSOCIATION INC 6874 FAIRVIEW AVE PO BOX 153 BOISE, ID 83704-0000 MERIDIAN, ID 83680-0000 1: QAVERY© 6240TM MUSSELL TIMOTHY J & MUSSELL CAROL M 100 E VICTORY RD MERIDIAN, ID 83642-0000 SUMMERS SHANE & SUMMERS CATHY 492 E OBSERVATION DR MERIDIAN, ID 83642-0000 ANDERSON CLAY C & ANDERSON SALINA LOGUE MERT E & LOGUE REBECCA L HOWELL LARRY E & HOWELL SANDRA L 548 E OBSERVATION DR 574 E OBSERVATION DR 598 E OBSERVATION DR MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 LARSON LARRY & TOBIN SUSAN TAYLOR KIMBERLY G & THOMPSON SEAN C SMITH JEDD & SMITH MELISSA P 0 BOX 22089 670 E OBSERVATION DR 692 E OBSERVATION DR JUNEAU, AK 99802-2089 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 LEWIS PROPERTIES LLC DBSI TANANA VALLEY LLC 3175 S MERIDIAN RD STE 150 12426 W EXPLORER DR MERIDIAN, ID 83642-0000 BOISE, ID 83713-1572 INTERMOUNTAIN GAS CO SW VICTORY LLC PO BOX 5650 PO BOX 51298 BISMARCK, ND 58506-5650 IDAHO FALLS, ID 83405-1298 SAL EJC? D & MARLE I` & MA 869USC Z 85260-0000 �/�l N ItV� ►'Vt e� aq m m S Z m F 00 O °O 1 -a m 3 °- 1 ° m N O 7 CD 7 :3 o i � v D 3 w c�n1 J" 0- m O a noni �^ � � S rc S y 1— m fi n ZLM _ g n e be n 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. _ signature Date Jonathan Seel From: Jerry Hastings <jhastings@adaweb.net> Sent: Monday, January 14, 2013 5:08 PM To: Jonathan Seel Cc: 'Jeff Moore'; Randy Fullmer; 'Winston Moore' Subject: Red Wing Subdivision Name Reservation January 14, 2013 Jonathan Seel W H Moore Company RE: Subdivision Name Reservation: "Red Wing Subdivision" Dear Jonathan, At your request, I will reserve the name "Red Wing Subdivision" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. To use the same subdivision name, it must have the same owner as the original subdivision plat or get a signed and recorded permission to use the name from the original subdivision owner. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax ihastings(a)adaweb.net From: Jonathan Seel [mailto:j.seel(aatt.net] Sent: Friday, January 11, 2013 8:46 AM To: Jerry Hastings Subject: RE: Subdivision name Jerry I am sorry to keep asking you for different names. I have one partner that seems fixated on Red in the name is Red Wing OK. I don't see it on the list. If it is we will take it. Thanks for your cooperation. Jonathan Seel From: Jerry Hastings [ma ilto:jhastings(cbadaweb.net] Sent: Thursday, January 10, 2013 10:21 AM To: Jonathan Seel Cc: 'Jeff Moore'; Randy Fullmer; 'Winston Moore' Subject: RE: Subdivision name Hi Jonathan, amazingly enough all three of them will work. Just let know which one you want and I will get it sent out to everyone shortly. Thanks, Jerry. Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax IhastingsCa)adaweb. net From: Jonathan Seel [mailto:j.seel(a)att.net] Sent: Tuesday, January 08, 2013 3:47 PM To: Jerry Hastings Subject: RE: Subdivision name Jerry, Thanks for the follow up. The parcel # S1130223000. The parcel is located on the SE corner of Victory and Meridian Rd. The surveyor is Land Group How about Broad Wing Sub, I did not find it list in the web site. If not that then in order: Soaring wings Or Avian Court Thanks Jonathan Seel WH Moore Company Wk 208-323-1919 Cell 208-861-2642 From: Jerry Hastings [mailto:jhastings@adaweb.netl Sent: Tuesday, January 08, 2013 12:57 PM To: Jonathan Seel Cc: 'Jeff Moore'; Randy Fullmer; 'Winston Moore' Subject: RE: Subdivision name Hi Jonathan, there is a Whitetail Subdivision already recorded in Ada County. Idaho Code requires unique names that are not pronounced the same unless they are adjacent to the original subdivision. Please select a different name for the subdivision. I also need a parcel number or a location for the subdivision and who the surveyor will be. Our website has a SoundEx function built in to assist in selecting names. Try this link: http://www.adaweb.net/contentladasubs/ It should help find a name that will work. If you have some possibilities, email those to me and I can check them out for you too. Thanks, Jerry. Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax jhastingsCa)adaweb.net From: Jonathan Seel [mailto:j.seel@att.net] Sent: Monday, January 07, 2013 11:18 AM To: Jerry Hastings Cc: 'Jeff Moore'; Randy Fullmer; 'Winston Moore' Subject: Subdivision name Jerry: I'm writing to reserve the subdivision name White Tail Subdivision for use on a new project we're involved with. The property is located south of Victory and east of Meridian Rd. Please let me know if you need anything further. If not, I'd appreciate your response on whether or not the name can be reserved for this use. Jonathan Seel WH Moore Company Wk 208-323-1919 Cell 208-861-2642 Jonathan Seel From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Monday, January 07, 2013 8:15 AM To: Jonathan Seel Subject: RE: Plat application Categories: Red Category Jonathan, A full traffic impact study will not be required for this application, as your proposal will generate significantly less trips than commercial project previously planned on the site. However, ACHD would like to see a right turn lane analysis for the driveway onto Victory Road proposed to provide access to the 215 apartment units. Please let me know if you have any questions. Mindy Mindy Wallace Planning Review Supervisor Ada County Highway District (208) 387-6178 "We drive quality transportation for all Ada County -- Anytime...Anywherel" From: Jonathan Seel [mailto:j.seeksbatt.net] Sent: Thursday, January 03, 2013 4:20 PM To: Mindy Wallace Cc: 'Winston H. Moore'; 'Jeff Moore'; Randy Fullmer; Jason Densmer Subject: Plat application Mindy: As we have discussed, WH Moore Company plans to submit a development application for Red Tail Communities, LLC to develop a 32 acre parcel at the SE corner of Victory and Meridian Roads. One of the items required in the preliminary plat application is "written confirmation that a traffic impact study is not required or has been submitted for review to ACHD." The original development was referenced as Tanana Valley Subdivision and planned as a commercial project. Our project will be a residential development comprised of approximately 48 single family detached homes and approximately 215 apartment units. We would appreciate the District's written confirmation that a traffic study is not warranted given the limited traffic impact this project will have on Victory Road. Thank you Jonathan Seel g-'7 (peyeldu; —'C�• - -' �IsM �agwll Buipipuelg •g � I , I I _ I � � I I , l i I jlq ' S ek G �. 369 J 15omm A-ReMlleleil4M'S VI cis— .jJ - --- --- - - - - ti P - J Of w G (618181 I�p6uuaN I- 94 ire[ , i�'a ap, a - N7¢ �__--- I ms ire Q n xCj �a ; ARM Swpuv ro Ntl 'I ld i I Ib ce b g_ xsspu - Q 9� oti -- A-------1RaMmdmpvl9'S---- ---- 3ti / a •� , m �— — R G§ a la y_ I �� I I I I I ``�• aa] k Y Ocu• 93 I '�.7' 2� S moi' �`w �. I� T8 :.i' F 9 �' lI >, 7 � U) i .9 Al I A9 II I;i@ PI I� II - I i r ti >I I I I I qnql� �I @I I i I I mlo NIN i (69 -HS) 'PEI uelpuRt ayy •g 6 J J M N IVAI ----------- . . . ............... f I . ...... I Mit ! 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A SOMUV'Q .. ... ..... - — - — - — - -- ----LAeM indsNDele *S -- — - — - — - — - — -- J Lrfl-mTrTT Fmm H F, H Mio F -m H 1 1ALAE - r771 L2A tj 75 CC F—R. — cj A Ate F R., (!PFFlTITrTrTlTT-FTFfl-FFL H 11 f—*7 IS (69 -HS) *PH IJBIPPOIN v bi 53 31 3 X38 o� !gmg v bi $ # . � | | § �� i q | ■ |� );| Ali / | / k. j\ I ■ || ° / k .� | |rLqr§ ( . § ) ||,|al \ k§ _ <. MATERIALS TESTING & INSPECTION 0 Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Prepared for: Kas#era 15711 Highway 55 Boise, Idaho 83714 GEOTECHNICAL. ENGINEERING REPORT Of Cavanaugh Subdivision SEC Victory and Meridian Roads Meridian, Idaho MTI File Number 870685g 2791 South Victory View Way • Boise', ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mtlOmti-id.com • www.mti-id.com CoMATGRIALS TGSTING & NSPGCTION May 22, 2007 Page # 1 of 45 rAboise\2007 reports\600-799\b70685g\b70685geotech.doc ❑ Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing U Special Inspections Mr. Craig Kulchak Kastera 15711 Highway 55 Boise, Idaho 83714 (208) 921-2428 Re: Geotechnical Engineering Report Cavanaugh Subdivision SEC Victory and Meridian Roads Meridian, Idaho Gentlemen: In compliance with your instructions, we have conducted a soils exploration and foundation evaluation for the above referenced development. Fieldwork for this investigation was conducted from 8 to 9 May 2007. Data have been analyzed to evaluate pertinent geotechnical conditions. Results of this investigation, together with our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. Often questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation. Additionally, MTI would be pleased in providing materials testing and special inspection services during construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions, please call (208) 376-4748. Respectfully Submitted, Materials Testing & Inspection, Inc. Liz Brown Reviewed by: Staff Engineer Reviewed by: Cc: Justin Bozobich, JUB Engineers roeder, P.G. Manager �oQP©FEss1o,�\ 4� KEWN L o SCHROEDER i 0-4- y � * 964 * � _,22'07 OF I'D Copyright ® 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mall mti@mti-id.com • www.mb-id.com riMATGRIALS TESTING & I NSPGCTION May 22, 2007 Page # 2 of 45 r:\boise\2007 reports\600-799\b70685g\b70685geotech.doc O Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing O Special Inspections TABLE OF CONTENTS EXECUTIVESUMMARY.......................................................................................................................................3 INTRODUCTION....................................................................................................................................I............. 5 ProjectDescription.................................................................................................................................... 5 Authorization............................................................................................................................................. 5 Purpose...................................................................................................................................................... 5 Scopeof Investigation...............................................................................................................................6 Warranty and Limiting Conditions............................................................................................................6 SITEDESCRIPTION............................................................................................................................................. 7 SiteAccess.................................................................................................................................................7 RegionalGeology......................................................................................................................................7 ..................................................................................... 8 Regional Site Climatology and Geochemistry........ GeoseismicSetting.................................................................................................................................... 8 SOILSEXPLORATION.......................................................................................................................................... 8 Explorationand Sampling Procedures.......................................................................................................8 LaboratoryTestingProgram..:.....................................................................................................I............. 9 Soiland Sediment Profile.......................................................................................................................... 9 SoilsSurvey Review..................................................................................................................................9 VolatileOrganic Scan................................................................................................................................10 SITEHYDROLOGY..............................................................................................................................................10 Groundwater..............................................................................................................................................10 SoilInfiltration Rates................................................................................................................................. I 1 FOUNDATION, SLAB, AND PAVEMENT DISCUSSION AND RECOMMENDATIONS.................................................. l 1 FoundationDesign Recommendations...................................................................................................... I l Crawl Space Recommendations................................................................................................................12 Floor, Patio, and Garage Slab -on Grade....................................................................................................13 RecommendedPavement Sections............................................................................................................ 13 Flexible Pavement Sections.......................................................................................................................14 CommonPavement Section Construction Issues....................................................................................... 14 CONSTRUCTION CONSIDERATIONS..................................................................................................................... 15 Earthwork.................................................................................................................................................. 15 DryWeather...............................................................................................................................................16 WetWeather.............................................................................................................................................. 16 SoftSubgrade Soils.....................................................................................................................................16 FrozenSubgrade Soils......................................................................................................................:......... 16 StructuralFill.............................................................................................................................................17 Backfill...................................................................................................................................................... 17 Excavations................................................................................................................................................18 GroundwaterControl..............................................................................................................................18 GENERALCOMMENTS........................................................................................................................................ 18 REFERENCES...................................................................................................................................................... 19 APPENDICES....................................................................................................................................................... 20 AcronymList.............................................................................................................................................20 Geotechnical General Notes......................................................................................................................21 Geotechnical Investigation Test Pit Log....................................................................................................22 Gravel Equivalent Method - Pavement Thickness Design. Procedures ......................................................42 R -Value Laboratory Test Data...................................................................................................................44 Copyright 0 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, 1D 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mti@mti-id.com • www.mti-id.com erMATGRIALS TESTING & i NSPGCTION May 22, 2007 Page # 3 of 45 rAboise\2007 reports\600-799\b70685g\b70685geotech.doc ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections EXECUTIVE SUMMARY The following is a brief summary of significant geotechnical issues for the proposed development, presented with conclusions and recommendations. This summary must be read in conjunction with the entire accompanying report for proper interpretation of the overall investigation. Subsurface Conditions: Test pits were advanced to depths of 4.2 to 16.5 feet below ground surface (bgs) across the site. Because of the areal extent of the studied parcel, the developed profile represents only a generalized case, and variations between test pit locations should be anticipated. Brown, slightly moist to dry, stiff to hard, sandy lean clay (CL) soils were encountered at ground surface across the site and extended to depths of 1.0 to 3.5 feet bgs. Underlying sandy lean clay soils sandy silt (ML) or silty sand (SM) soils were observed. Sandy silt soils were generally characterized as light brown, dry, stiff to hard, and cemented. Silty sand soils were generally characterized as light brown, dry, medium dense, and cemented. These soils types were not noted in each test pit. Sandy silt and silty sand soils where encountered extended to depths of 4.2 to 14.3 feet bgs. Underlying these soils poorly graded sand (SP) and/or poorly graded sandy gravel (GP) sediments were observed. Poorly graded sand sediments were generally characterized as light brown, dry, medium dense, with fine to medium grained sand. Poorly graded sandy gravel sediments were generally characterized as light brown, dry, medium dense to dense, with fine to medium grained sand and 6 inch minus cobbles. These sediments extended beyond the termination depths of each test pit. Test pit walls were generally stable. Excavations through granular sediments will have a propensity for sloughing or caving. Groundwater Conditions: Groundwater was not encountered within the depths explored during this field investigation. Water seepage was encountered at depths of 6.9 and 8.4 near the irrigation ditch in the eastern portion of the site. Soil moistures in the test pits were generally dry to slightly moist. Groundwater levels in the site vicinity are controlled in large part by residential and commercial irrigation activity and canal leakage in the local area. Maximum groundwater elevations likely occur during irrigation season. Estimating seasonal groundwater level fluctuation is problematic without regular monitoring. However, during previous explorations performed in October 2005 and August 2006, each within approximately 0.5 mile of the project site, no evidence of groundwater was noted within numerous test pits advanced to depths of between 11.1 and 21.5 feet bgs. Therefore, based on evidence of this investigation and background knowledge of the area, MTI anticipates groundwater depths to remain greater than 18 feet bgs throughout the year, except for the areas around the irrigation ditch. This depth is an estimate. Copyright ® 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mti@mti-id.com • www.mti-id.com ejMATERIALS TESTING & INSPECTION May 22, 2007 Page # 4 of 45 rAboise\2007 reports1600-799\b70685g\b70685geotech.doc ❑ Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Building Foundations: On the basis of data obtained from the site and test results from various laboratory tests performed, MTI recommends following guidelines be used for the net allowable soils bearing capacity: Soil Footing Depth Footings must bear on competent, native, sandy silt, silty sand, poorly graded sandy gravel, or compacted structural fill. Existing lean clay soils and fill materials must be completely removed from below foundation elements.' Excavation depths ranging from 1.0 to 3.5 feet bgs should be anticipated to expose proper bearing soils. ASTM D 1557 Not Required for Native Soil 95% for Structural Fill suitability for each structure at the time of construction. Soil Net Allowable 2,000 lbs/ft' A 1/3 increase is allowable for short-term loading, which is defined by seismic events or designed wind Footings should be proportioned to meet either the stated soil bearing capacity or the 2003 TBC minimum requirements. Total settlement should be limited to approximately I inch, and differential settlement should be limited to approximately %i inch. Objectionable soil types encountered at the bottom of footing excavations should be removed and replaced with structural fill. Excessively loose or soft areas that are encountered in the footing subgrade will require over -excavation and backfilling with structural fill. To minimize the effects of slight differential movement that may occur because of variations in character of supporting soils and in seasonal moisture content, MTI recommends continuous footings be suitably reinforced to make them as rigid as possible. For frost protection, the bottom of external footings should be 24 inches below finished grade for residential structures and 30 inches below finished grade for commercial structures. Building Floor Slabs: Native clay soils are moderately plastic and will be susceptible to shrink/swell movements associated with moisture changes. Areas of the site within the proposed structures should be excavated to sufficient depths to expose lean clay. The clay soils should be scarified to a depth of 6 inches and re -compacted to a minimum of 92 percent and a maximum of 98 percent of the maximum density as determined by ASTM D 698. The moisture content should range from 1 to 4 percentage points above optimum. Structural fill should be placed as soon as possible after re -compaction of clay soils in order to limit moisture loss within the upper clays. Ground surfaces should be sloped away from structures at a minimum of 5 percent for a distance of 10 feet to provide positive drainage of surface water away from buildings. Grading must be provided and maintained following construction. Organic, loose, or obviously compressive materials must be removed prior to placement of concrete floors or floor -supporting fill. In addition, the remaining subgrade should be treated in accordance with guidelines presented in the Earthwork section. Areas of excessive yielding should be excavated and backfilled with structural fill. Fill used to increase the elevation of the floor slab should meet requirements detailed in the Structural Fill section. Fill materials must be compacted to a minimum 95 percent of maximum density as determined by ASTM D 1557. Copyright® 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E -Mail mti@mti-id.com - www.mti-id.com MATERIALS May 22, 2007 TESTING & Page# 5of45 INSPECTION rAboise12007 reports\600-7991b70685g\b70685geotech.doc 0 Environmental Services 0 Geotechnical Engineering 0 Construction Materials Testing ❑ Special Inspections INTRODUCTION This report presents results of a geotechnical investigation and analysis in support of data utilized in design of structures as defined in the 2003 International Building Cade (IBC). Information in support of groundwater and storm water issues pertinent to the practice of Civil Engineering is included. Observations and recommendations relevant to the earthwork phase of the project are also presented. Revisions in plans or drawings for the proposed development from those enumerated in this report should be brought to the attention of the soils engineer to determine whether changes in foundation recommendations are required. Deviations from noted subsurface conditions, if encountered during construction, should also be brought to the attention of the soils engineer. Project Description The proposed development is north of the City of Meridian, Ada County, Idaho, and occupies a portion of the N%2 of Section 30, Township 3 North, Range 1 East, Boise Meridian. This project will consist of construction of approximately 540 residential structures to be developed on approximately 170 acres; the remaining 20 acres of the development will be for commercial uses. Total settlements are limited to 1 inch. Loads of up to 2,000 pounds per lineal foot for wall footings, and column loads of up to 50,000 pounds were assumed for settlement calculations. Additionally, assumptions have been made for traffic loading of pavements. Retaining walls are not anticipated as part of the project. MTI has not been informed of proposed grading. Authorization Authorization to perform this exploration and analysis was given in the form of a written authorization to proceed from Mr. Craig Kulchak of Kastera to Esther Miramontes of Materials Testing and Inspection, Inc. (MTI), on 25 April 2007. Said authorization is subject to terms, conditions, and limitations described in the Professional Services Contract entered into between Kastera and MTI. Our scope of services for the proposed development has been provided in our proposal dated 24 April 2007 and repeated below. Purpose The purpose of this Geotechnical Engineering Report is to determine various soil profile components and their engineering characteristics for use by either design engineers or architects in: • Preparing or verifying suitability of foundation design and placement • Preparing site drainage designs • Indicating issues pertaining to earthwork construction • Preparing light and heavy duty and residential pavement section design requirements Copyright a 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mt@mti-id.com • www.mti-id.com ellMATERIALS TESTING & INSPECTION May 22, 2007 Page # 6 of 45 rAboise\2007 reports\600-799\b70685g\b70685geotech.doc D Environmental Services O Geotechnical Engineering 0 Construction Materials Testing ❑ Special Inspections Scope of Investigation The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, review of available environmental reports, visual site reconnaissance of the immediate site, subsurface exploration of the site, field and laboratory testing of materials collected, and engineering analysis and evaluation of foundation materials. The scope of work did not include design recommendations specific to individual residences. Warranty and Limiting Conditions Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and project described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. This report is also limited to information available at the time it was prepared. In the event additional information is provided to MTI following publication of our report, it will be forwarded to the client for evaluation in the form received. There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation. Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions, and variability in soil moisture and groundwater conditions. Upon commencement of construction, such conditions may be identified that required corrective actions; and these required corrective actions may impact the project budget. This report was prepared for exclusive use of Kastera and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the CIient and Materials Testing and Inspection, Inc. ("Consultant"). Use or misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Copyright © 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E -Mail mti@mU-id.com - www.mti-ld.com MATERIALS TESTING & INSPECTION May 22, 2007 Page # 7 of 45 rAboise\2007 reports\600-799\b70685g\b70685geotecli.doc 0 Environmental Services 0 Geotechnical Engineering 0 Construction Materials Testing 0 Special Inspections SITE DESCRIPTION Site Access Access to the site may be gained via Interstate 84 to the Meridian Road exit. Proceed south on Meridian Road approximately 1.25 miles to its intersection with Victory Road. The site occupies the southeast corner of this intersection. Presently the site exists as agricultural land. The location is depicted in site map plates included in the Appendix. Regional Geology. The project site is located within the western Snake River Plain of southwestern Idaho and eastern Oregon. The plain is a northwest trending rift basin, about 45 miles wide and 2.00 miles long, that developed about 14 million years ago (Ma) and has since been occupied sporadically by large inland lakes. Geologic materials found within and along the plain's margins reflect volcanic and fluvial/lacustrine sedimentary processes that have led to an accumulation of approximately 1 to 2 km of interbedded volcanic and sedimentary deposits within the plain. Along the margins of the plain, streams that drained the highlands to the north and south provided coarse to fine-grained sediments eroded from granitic and volcanic rocks, respectively. About 2 million years ago the last of the lakes was drained and since that time fluvial erosion and deposition has dominated the evolution of the landscape. The southwestern portion of the project site is underlain by "Gravel of Amity Terrace" as mapped by Othberg and Stanford (1993). The Amity terrace is the fifth terrace above the modern Boise River and represents the first level of Quaternary incision by the Boise River. The terrace, which has been correlated with Deer Flat terrace deposits to the west, is modified extensively by erosion and faulting. Where little erosion has taken place the terrace is mantled with loess 1.6-7 feet thick. The eastern portion of the project site is underlain by "Sandy Alluvium of Side -Stream Valleys and Gulches" as mapped by Othberg and Stanford (1993). Locally, these deposits are composed of medium to coarse sand interbedded with silty fine sand and silt and are mostly derived from weathered granite and reworked Tertiary sediments of the Boise Foothills. The thickness of this unit is variable. Because of the relative youthfulness of these deposits they contain only minor pedogenic clay and calcium carbonate. The northwestern and center portions of the project site is underlain by "Gravel of Sunrise Terrace" as mapped by Othberg and Stanford (1993). The Sunrise terrace is the third terrace above the modern Boise River in the eastern Boise Valley, composed of sandy pebble and cobble gravel, and is about 115 feet above river level. Quaternary faulting has probably truncated and tilted this terrace along with older surfaces. The surface of this deposit is mantled with 3-7 feet of loess containing a weakly to moderately developed duripan. Based on stratigraphic correlation the Sunrise terrace may be correlative with the Wilder terrace further to the west. Copyright 0 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, 1D 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mt!Omti-ld.com • www.mti-id.com CoMATERIALS TESTING & INSPECTION May 22, 2007 Page # 8 of 45 rAboise\2007 reports\600-799\b70685g\b70685geotecli.doc U Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections General Site Characteristic This proposed development consists of approximately 190 acres of relatively flat to moderately sloping land. Throughout the majority of the site, surflcial soils consisted of fine-grained clay -silt mixtures. Vegetation consists primarily of agricultural crops, sagebrush, bunchgrass, and other native grass varieties typical of and to semi -arid environments. The project site is bisected by the Ridenbaugh Canal. Regional drainage is north toward the Boise River. Storm water drainage for the site is achieved by both sheet runoff and percolation through surficial soils. Runoff predominates for the steeper slopes while percolation predominates across the gently sloping and near level areas. Storm water drainage collection and retention systems are not in place on the project site; however, they are proposed as part of the development. Additionally, storm water drainage collection systems do not currently exist within the vicinity of the project site. Regional Site Climatology and Geochemistry According to the Western Regional Climate Center (WRCC, 2006) the average precipitation for Treasure Valley is on the order of 10 to 12 inches per year, with an annual snowfall of approximately 20 inches and a range from 3 to 49 inches. The monthly mean daily temperatures range from 21° F to 95° F with daily extremes ranging from -25° F to I I V F. Winds are generally from the northwest or southeast with an annual average wind speed is approximately 9 mph with a maximum of 62 mph. Soils and sediments in the area are primarily derived from siliceous materials and exhibit low electro -chemical potential for corrosion of metals or concretes, and local aggregates are generally appropriate for Portland cement and lime cement mixtures. Surface waters, groundwaters, and soils in the region typically have pH levels ranging from 7.2 to 8.2 (USGS 2006). No indication of abnormal geochemical conditions were noted on site. Geoseismic Setting Soils on site are classed as Site Class D in accordance with Chapter 16 of the 2003 edition of the IBC. Structures constructed on this site should be designed per IBC requirements for such a seismic classification. Our investigation did not reveal potential hazards resulting from earthquake motions: slope instability, liquefaction, and surface rupture because of faulting or lateral spreading. Incidence and anticipated acceleration of seismic activity in the area is low. SOILS EXPLORATION Exploration and Sampling Procedures Field exploration conducted to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit. Test pit sites were located in the field by means of visual approximation from on-site features or known locations and are presumed to be accurate to within a few feet. Upon completion of investigation, each test pit was backfilled with loose excavated materials. These loose areas need to be re -excavated and compacted prior to constructing structures over them. Copyright ® 2007 Materials resting & Inspection, Ine. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mti®mti-id.com • www.mti-id.com MATERIALS May 22, 2007 TESTING & Page # 9 of 45 INSPECTION r:\boise\2007 reports\600-799\b70685g\b70685geotech.doc ❑ Environmental Services ❑ Geotechnical Engineering 0 Construction Materials Testing ❑ Special Inspections In addition, samples were obtained from representative soil strata encountered. Samples obtained have been visually classified in the field by professional staff identified according to test pit number and depth, placed in sealed containers, and transported to our laboratory for additional testing. Subsurface materials have been described in detail on logs provided in the Appendix. Results of field and laboratory tests are also presented on these logs. It is recommended that these logs not be used for estimating quantities because of highly interpretive results. Laboratory Testing Program Along with our field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in analyzing the anticipated behavior of the proposed structures. Laboratory tests were conducted according to current applicable American Society for Testing and Materials (ASTM) specifications, and results of these tests are to be found on the accompanying logs located in the Appendix. The laboratory testing program for this report included: Atterberg Limits Tests - ASTM D 4318, Grain Size Analysis - ASTM C 117/C 136, California Bearing Ratio analysis (CBR value) - ASTM D 1883, and Resistance Value (R -Value) and Expansion Pressure of Compacted Soils - Idaho T-8. Soil and Sediment Profile Test pits were advanced to depths of 4.2 to 16.5 feet below ground surface (bgs) across the site. Because of the areal extent of the studied parcel, the developed profile represents only a generalized case, and variations between test pit locations should be anticipated. Brown, slightly moist to dry, stiff to hard, sandy lean clay (CL) soils were encountered at ground surface across the site and extended to depths of 1.0 to 3.5 feet bgs. Underlying sandy lean clay soils sandy silt (ML) or silty sand (SM) soils were observed. Sandy silt soils were generally characterized as light brown, dry, stiff to hard, and cemented. Silty sand soils were generally characterized as light brown, dry, medium dense, and cemented. These soils types were not noted in each test pit. Sandy silt and silty sand soils where encountered extended to depths of 4.2 to 14.3 feet bgs. Underlying these soils poorly graded sand (SP) and/or poorly graded sandy gravel (GP) sediments were observed. Poorly graded sand sediments were generally characterized as light brown, dry, medium dense, with fine to medium grained sand. Poorly graded sandy gravel sediments were generally characterized as light brown, dry, medium dense to dense, with fine to medium grained sand and 6 inch minus cobbles. These sediments extended beyond the termination depths of each test pit. Test pit walls were generally stable. Excavations through granular sediments will have a propensity for sloughing or caving. Soils Survey Review Review of the United States Department of Agriculture (USDA) Soil Conservation Service, Soil Survey of Ada County Area, Idaho, 1980, indicates that the site includes 4 soils types: Aeric Haplaquepts, Elijah silt loam, Pipeline silt loam, and Power silt loam. Specific soils characteristics, as defined by the USDA, have been listed below for each of these soils: Copyright © 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mti@mti-id.com • www.mti-id.com MATERIALS TESTING & INSPECTION May 22, 2007 Page # 10 of 45 rAboise\2007 reports\600-799\b70685g\b7o685geotech.doc ❑ Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections • Aeric Haplaquepts — Aeric Haplaquepts soils occur on alluvial terraces. Characteristics of this soil type include very slow runoff, and slight erosion hazard. • Elijah silt loam — Elijah soils occur on intermediate alluvial terraces. Characteristics of this soil type include moderately slow permeability above hardpan and very slow permeability through fractures in the hardpan, slow runoff, and slight erosion hazard. • Pipeline silt loam (0 to 2 percent slopes) — Pipeline soils occur on alluvial terraces. Characteristics of this soil type include moderately slow permeability above hardpan and very slow permeability through fractures in the hardpan, slow runoff, and slight erosion hazard. • Pipeline silt loam (8 to 12 percent slopes) — Pipeline soils occur on alluvial terraces. Characteristics of this soil type include moderately slow permeability above hardpan and very slow permeability through fractures in the hardpan, medium runoff, and moderate erosion hazard. • Power silt loam — Power soils occur on low alluvial terraces and basalt plains. Characteristics of this soil type include moderately slow permeability, slow runoff, and slight erosion hazard. Volatile Organic Scan No environmental concerns were identified prior to commencement of the investigation. Therefore, soils obtained during on-site activities were not assessed for volatile organic compounds by portable photoionization detector. Samples obtained during our exploration activities exhibited no odors or discoloration typically associated with this type contamination. No groundwater was encountered. SITE HYDROLOGY Existing surface drainage conditions are defined in the Site Topography, Drainage, and Vegetation section. Information provided in this section is limited to observations made at the time of the investigation. Either regional or local ordinances may require information beyond the scope of this report. Groundwater Groundwater was not encountered within the depths explored during this field investigation. Water seepage was encountered at depths of 6.9 and 8.4 near the irrigation ditch in the eastern portion of the site. Soil moistures in the test pits were generally dry to slightly moist. Copyright a 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E -Mail mtiemti-id.com • www.mti-id.com MATERIALS May 22, 2007 TESTING & Page # 11 of45 INSPECTION rAboise\2007 reports\600-799\b70685g\b70685geotecli.doc ❑ Environmental Services D Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Groundwater levels in the site vicinity are controlled in large part by residential and commercial irrigation activity and canal leakage in the local area. Maximum groundwater elevations likely occur during irrigation season. Estimating seasonal groundwater level fluctuation is problematic without regular monitoring. However, during previous explorations performed in October 2005 and August 2006, each within approximately 0.5 mile of the project site, no evidence of groundwater was noted within numerous test pits advanced to depths of between 11.1 and 21.5 feet bgs. Therefore, based on evidence of this investigation and background knowledge of the area, MTI anticipates groundwater depths to. remain greater than 18 feet bgs throughout the year, except for the areas around the irrigation ditch. This depth is an estimate. Soil Infiltration Rates Soil permeability, which was not tested in the field, is a measure of the ability of a soil to transmit a fluid. Given the absence of these measurements, for this report an estimation of fluid transport is presented using generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile for this study, lean clay and silt soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour; though calcium carbonate cementation encountered within cemented silt soils may reduce this value to near zero. Silty sand soils usually display rates of 2 to.6 inches per hour; though calcium carbonate cementation encountered within these soils may reduce this value to near zero. Poorly -graded sand or gravel sediments typically exhibit infiltration values in excess -of 24 inches per hour. Infiltration testing is generally not required within these sediments as a result of the free -draining nature. It is recommended that percolation testing be performed in the infiltration facilities because of site variations. FOUNDATION, SLAB, AND PAVEMENT DISCUSSION AND RECOMMENDATIONS Various foundation types have been considered for support of the proposed building structures. Two requirements must be fulfilled in the design of foundations. First, the applied bearing stress must be less than the ultimate bearing capacity of foundation soils to maintain stability. Second, total and differential settlement must not exceed an amount that will produce an adverse behavior of the superstructure. Allowable settlement is usually exceeded before bearing capacity considerations become important; thus, allowable bearing pressure is normally controlled by settlement considerations. Considering subsurface conditions and the proposed construction, it is recommended that the structures be founded upon conventional spread footings and continuous wall footings. Total settlements should not exceed 1 inch if the following design and construction recommendations are observed. Presently, there are approximately 540 lots proposed for the project site. The following recommendations are not specific to the individual structures, but rather should be viewed as guidelines for the subdivision — wide development. Foundation Design Recommendations On the basis of data obtained from the site and test results from various laboratory tests performed, MTI recommends following guidelines be used for the net allowable soils bearing capacity: Copyright U 2007 Materials Testing & Inspection, Inc. 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E -Mail mti@mti-id.com - www.mti-id.com GI a�it r :�� GI I1 op Ili 77 - C Ttil. l .. �` ��` �'^^'��„''^'a� I1� ' F .�M�•t, e ,_ �� F ,..+. l i&l WE �• ,; + iter tia �.” . Tit, :, �► .-°s*' ,�; r.. _"' • '�, of �� v'. tl { A' �• j r � - i r 4!A lit 0 January 8, 2013 Project No. 112168 Rezone Description R-15 Zone Red Tail Communities, LLC 16.32 Acres ri ow ""' THE LAND GROUP, INC. Exhibit "A" Page 1 of 1 A tract of land situated in a portion of the Northwest One Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Idaho, described as follows: BEGINNING at a found brass cap which monuments the Northwest Corner of said Section 30, which bears South 89°42'14" West a distance of 2,450.84 feet from a found brass cap which monuments the North One Quarter Corner of said Section 30, thence following the northerly line of said Section 30 and the centerline of East Victory Road, North 89°42'14" East a distance of 1,011.84 feet; Thence leaving said northerly line and said centerline, South 0"1746" East a distance of 912,49 -feet to a point on the centerline of the Ridenbaugh Canal;. - Thence following said centerline, North 70°55'11" West a distance of 711.00 feet; Thence following said centerline, North 57°31'47" West a distance of 69.47 feet, Thence following said centerline, North 44°08'23" West a distance of 414.34 feet to the westerly line of said Section 30 and the centerline of South Meridian Road; Thence following said westerly line and said centerline, North 0°25'49" East a distance of 339.80 feet to the POINT OF BEGINNING. The above-described tract of land contains 16.32 acres more or less, subject to all existing easements and rights-of-way. The intent of this description is for rezone purposes only and is not intended to describe or transfer property rights. Attached hereto is Exhibit "B" and by this reference is made a part hereof. Prepared By: THE LAND GROUP, INC. 462 E. SHORE DRIVE, SUITE 100 EAGLE, IDAHO 83616 �O�p`L LANs NS 208-939-4041 5 E 208-939-4445 (FAX) o Ir 14216 REVIEAPPROVAL �qTF OF BY .SAN ? '2013 � 8 2,!';,t3 MERIDIAN PUBLIC, Site Planning �nRdscopeDAFhitecture m Civil Engineering p Golf Course h rigation & Engineering • Graphic Communication e Surveying 462 F. Shore Drive, Ste. 100, Eagle, Idaho 83616 m P 208.939.4041 F 204.939.4445 a www.thelandgroupinc.com g:\21312\112168\adii)in\legals\I 1141.08 annexation r-15 description 112168.doc January 8, 2013 Project No. 112168 Rezone Description R-8 Zone Red Tail Communities, LLC 16.55 Acres OrAr $� r Page 1 of 2 THE LAND GROUP, INC. Exhibit "A" A tract of land situated in a portion of the Northwest One Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Idaho, described as follows: COMMENCING at a found brass cap which monuments the Northwest Corner of said Section 30, which bears South 89°42'14" West a distance of 2,450.84 feet from a found brass cap which monuments the North One Quarter Corner of said Section 30, thence following the northerly line of said Section 30 and the centerline of East Victory Road, North 89°42'14" East a distance of 1,011.84 feet to the POINT OF BEGINNING. Thence following said northerly line and said centerline, North 89°42'14" East a distance of 875.00 feet; Thence leaving said northerly line and said centerline, South 0017'46" East a distance of 350.00 feet; Thence 317.51 feet along a circular curve to the right, said curve having a radius of 317.50 feet, a central angle of 57°17'48", a chord bearing of South 28°21'06" West and a chord distance of 304.44 feet; Thence South 57`43'33" West a distance of 46.19 feet; Thence 237.06 feet along a circular curve to the left, said curve having a radius of 682.50 feet, a central angle of 19°54'04", a chord bearing of South 47°46'31" West and a chord distance of 235.87 feet; Thence South 35'43'32" West a distance of 50.00 feet; Thence 173.56 feet along a circular curve to the left, said curve having a radius of 172.79 feet, a central angle of 18°44'36", a chord bearing of South 26°21'15" West and a chord distance of 172.79 feet; Thence South 19004'55" West a distance of 57.81 feet to the centerline of the Ridenbaugh Canal; Thence following said centerline, North 70°55'11" West a distance of 411.60 feet; Thence leaving said centerline, North 0°17'46" West a distance of 912.09 feet to the POINT OF BEGINNING. The above-described tract of land contains 16.55 acres more or less, subject to all existing easements and rights-of-way. The intent of this description is for rezone purposes only and is not intended to describe or transfer property rights. Attached hereto is Exhibit "B" and by this reference is made a part hereof. Ar Site Planning s Landscape Architecture ® Civil Engineering • Golf C.okuse lrrigation & Engineering o Graphic Communication • Surveying 462 E. Shore Drive, Ste. 1.00, Eagle, Idaho 33616 e P 208.939.4041 F 208.939.4445 • www.thelandgrour)inc.com g:\2012\112164\admin\legals\l 130108 annexation r-8 description b 1.12168.doc /� Page 2 of 2 THE LAND GROUP, INC. Prepared By: THE LAND GROUP, INC. 462 E. SHORE DRIVE, SUITE 100 EAGLE, IDAHO 83616 208-939-4041 208-939-4445 (FAX) REVi PROVAI-- 63Y. JAN MERIDIAN I'W31-K- WORKS FJFP !!:�Nd aT' 14216 f Ofxv � c' /• $• Zo�3 6 Site Planning e Landscape Architecture s Civil Engineering +Golf Course Irrigation & Engineering a Graphic Communication a Surveying 462 F. Shore Drive, Ste. 100, Eagle, Idaho 33616 a P 208.939.4041 F 205.939.4445 a www,thelandgroupinc.com g7\2012\112168\admin\legais\l 130108 annexation r-8 description b 112168.doc 9 QD W A o� /ten —S. Meridian Road rn / Ln v co z CO ci Ln o L4CA c� CW w N REVIE :!TOVAL �, w Li JAN 2 8 2013 MERIDIAN PUBLIC WORKS DEPT. NO'2_ 339.80' rm z n:* �n C) C) wM C) M MC o V V G1bD N P 1 Cn cn OD w 1 M w ti m :3 w M m ca 0 If I+ W ^' V V m Z ICY! Si °i CA P N :1j p (C/) c M . v r cis'' n OD � rn z c� N N P N � v 00 p A o� /ten —S. Meridian Road rn / Ln v co z CO ci Ln o L4CA c� CW w N REVIE :!TOVAL �, w Li JAN 2 8 2013 MERIDIAN PUBLIC WORKS DEPT. NO'2_ 339.80' rm z n:* �n C) C) wM C) M MC o V V G1bD V P 1 Cn cn OD w 1 � 0 D� N m :3 n 0 0 m ca 0 If I+ m oZ Q to to N O Q m S017'46"E 912.09' ^' 0 k Z !n \ S017'46"E o 0 350.00' z cn z 0 0 0 N 3 w Z c O N. Q � O S 3 fD N 0 ZZ 0 1 \ 1 w M 1 =' 0 co Cl) �0 C5 C1. O u Q. m s 0 ENGINEERISURVEYOR PROJECT INFORMATION Scale: I"= 250' .a V P Cn cn OD 0 o v n 0 m :3 m If Exhibit B Z !n \ S017'46"E o 0 350.00' z cn z 0 0 0 N 3 w Z c O N. Q � O S 3 fD N 0 ZZ 0 1 \ 1 w M 1 =' 0 co Cl) �0 C5 C1. O u Q. m s 0 ENGINEERISURVEYOR PROJECT INFORMATION Scale: I"= 250' TM UM GRODP. W- AleCo{/ Lbfaye�s{goNon d dlpirireri*+B �� ✓_ "1 '° err yAim es � s, �.� ` Red Tail Communities, LLC Rezone Description Meridian Idaho ' 1/8/2013 1121 Exhibit B Title: I Scale: 1 inch = 150 feet I File: Date: 01-08-2013 Tract 1: 16.546 Acres: 720753 Sq Feet: Closure = n66.4956w 0.01 Feet: Precision =1/581443: Perimeter = 3438 Feet 00189.4214e 875.00 OOS:Lt, R 682.50 Delta=19.5404 Bn8=s47.4631w, �hdM35.87 009=n70.5511w 411.60 002=s0.1746e 350.00 006=s35.4332w 50.00 010=nO.1746w 912.09 003: Bn�2RR.=317D=571748 10w=344 R=1172.7D8.4436 Bn;L22I5w,fid=1=796, 004=s57.4333w 46.19 008=s19.0455w 57.81 1011.84 Title: I Date: 01-08-2013 1 I Scale: 1 inch =150 feet I File: I Tract 1: 16.316 Acres: 710729 Sq Feet: Closure = s46.2638e 0.01 Feet: Precision =11350166: Perimeter = 3459 Feet 001=n89.4214e 1011.84 002=s0.1746e 912.09 003=00.5511w 711.00 004=n57.3147w 69.47 005=n44.0823w 414.34 006=n0.2549e 339.80 ffD] Hearing Date: February 21, 2013 File No.: MDA -13-002 Project Name: Red Wing Subdivision Request: Request for a modification to the Cavanaugh development agreement to exclude the subject property from the agreement, by WH Moore Company. Location: The site is located at the southeast corner of S. Meridian Road (SH 69) and E. Victory Road, in the NW I/4 of Section 30, Township 3N., Range IE. File No.: R243-002 Request: Request for a rezone of 32.87 acres of land from the C -N and TN -C zoning districts to the R-4 (16.55 acres) and R-15 (16.32 acres) zoning districts, by WH Moore Company. File No.: Request: PP -13-003 Request for preliminary plat consisting of 48 single-family residential building lots; 1 multi -family residential lot; and 9 common/open space lots, by WH Moore Company.