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Application
Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Charlie Rountree 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: March 4, 2015 File No.: FP 15-008 Hearing Date: March 24, 2015 March 17, 2015 Request: Final Plat approval consisting of 21 single family residential building lots and 4 common lots on approximately 6.81 acres of land in the R-4 and R-8 zoning districts for Three Corners No. 3 By: Conger Management Group Location of Property or Project: SEC of N. Locust Grove Road & Chinden Blvd _Ryan Fitzgerald (No FP) _Gregory Wilson (No FP) —Steven Yearsley (No FP) _ Patrick Oliver (No FP) —Rhonda McCarvel (No FP) _Tammy de Weerd, Mayor —City Council _Sanitary Services —Building Department/ Rick Jackson _ Fire Department _Police Department _ City Attorney _City Public Works —City Planner _ Parks Department Economic Dev. Your Concise Remarks: Meridian School District —Meridian Post Office _Ada County Highway District _Ada County Development Services _Central District Health —COMPASS _Nampa Meridian Irrig. District _Settlers Irrig. District —Idaho Power Co. _ Qwest _Intermountain Gas _ Idaho Transportation Department _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 ECEIVE FEB 2 6 2015 C-zWE1 I� Planning Division CO II, 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 0 Conditional Use Permit Modification STAFF USE ONLY: ❑ Development Agreement Modification File number(s): 7 — C'Q�/ El Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat Project name:�%te t trot Ale-rS -41 ❑ Private Street 2� Date filed: Z6 /> Date complete: 3-3 0. ❑ Rezone 11 Short plat t� Assigned Planner: T:?; I l T(i�r <o n S l7 Time Extension (Commission or Council) o Related files:R ,-1J — 010: !P I3- 0 ❑ UDC Text DA4 !/<(oe YZxs n(Council) ❑ Vacation (Council) /b$'o22W17 f ❑ Variance�In�',� Hearing dater Commissional Council ❑ Other Applicant Information Applicant name: CONGER MANAGEMENT GROUP Phone: 336-.5355 Fax: Applicant address: 1627 S Orchard St ste 24 BOISE Zip: 83705 E-mail: Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned 17 Other CONTRACTED AGENT Owner name: THREE CORNERS LAND DEVELOPMENT LLC Phone: 336-5355 Fax: Owner address: 1990 S COLE RD BOISE, ID Zip: 83709 E-mail: Agent name (e.g., architect, engineer, developer, representative): Kent Brown Firm name: Kent Brown Planning Phone: 208-871-6842 Fax: Address: 3161 E. SPRINGWOOD MERIDIAN ID Primary contact is: ❑ Applicant ❑ Owner El Agent ❑ Other Contact name: Kent Brown Zip: 83642 E-mail: kentlkb@gmail.com Phone: 208-871-6842 Fax: Contact address: 3161 E. SPRINGWOOD DR Meridian, ID Zip: 83642 E-mail: kentlkb@gmaitcom Subject Property Information Location/street address: 6380 N. LOCUST GROVE RD Assessor's parcel number(s): S0529223010 Township, range, section: 4N 1 E 29 Current land use: Vacant Total acreage: Current zoning district: R-4 & R-8 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org I (Rm 0210820/3) Project Description Project/subdivision name: Three Comers Subdivision No. 3 General description of proposed project/request: Final plat for the third phase of the Three Corners Subdivision with 21 buildable and 4 common Proposed zoning district(s): R-4 & R-8 Acres of each zone proposed: R-8 2.42 AC; R-4 4.16AC Type of use proposed (check all that apply): W(IResidential Dommercial Dffice ❑industrial Dther Who will own & maintain the pressurized irrigation system in this development? HOA Which irrigation district does this property lie within? Settlers Irrigation District ,�• Primary irrigation source: Pressurized Secondary: c - Square footage of landscaped areas to be irrigated (irprimary, or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: 21 Number of building lots: 21 Number of common lots: 4 Number of other lots: N/A Proposed number of dwelling units (for multi -family developments only): 1 bedroom: N/A 2 — 3 bedrooms: N/A 4 or more bedrooms: N/A Minimum square footage of structure(s) (excl. garage): N/A Minimum property size (s.f): 8683SF Gross density (DU/acre-total land): 3.1 Percentage of open space provided: 9.8 Proposed building height: N/A Average property size (s.f.): 8095SF Net density (DU/acre-excluding roads & alleys): 4.5 Acreage of open space: -67 ac Percentage of qualified open space acreage: 9.8 (See Chapter 3, Article G, for qualified open space) Type of open sace provided in acres(i.e., landscaping, Public,. common, etc): walking/Micropalhs, Common drives, Landscaping Amenities provided with this development (if applicable): Walking/Micropaths Type of dwelling(s) proposed: ingle-family Detached Dingle -family Attached ❑fownhomes Lfiuplexes❑Multi-famil then Non-residential Project Summary (if applicable) Number of building lots: Other lots: N/A Gross floor area proposed: Hours of operation (days and Percentageof site/project devoted to the following: Landscaping: Building: Total number of employees: Total number of parking spaces provided: Authorization Print applicant name: Kent Brown Existing (if applicable): N/A Building height: Paving: Number and ages of students/children (if applicable): Number of compact spaces provided: Applicant signature: Date: 1/20/2015 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Reo. 021082013) AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA f, e.6- ,-,A Is eve -1 o p- l.&K - lggo 5. we - (name) (address) �otse `WL,, v. ID 83709 (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: KENT BROWN 3161 SPRINGWOOD DR MERIDIAN 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 O Al4 day of 20 1�r SUBSCRIBED AND SW 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 0 Website: www.meridiaucity.org KENT BROWN PLANNING SERVICES February 20, 2015 Meridian City Council 33 E. Broadway Ave Meridian, ID 83642 RE: Final Plat for Three Corners Subdivision No. 3 Dear Mayor and Council: On behalf of Conger Management, please accept this request for Final Plat approval. The lot count for Three Comers No. 3 is; 25 single-family residential and 5 common lots. This subdivision is located at southeast comer of N. Locust Grove Rd and E. Chinden Blvd. • Three Comers Subdivision No. 3 is in compliance with the preliminary plat (PP13-025) and meets all requirements of conditions. • Three Corners Subdivision No. 3 Final Plat is in conformance with: 1. The approved preliminary plat layout and uses 2. The uses requirements and provisions of the UDC 3. Acceptable engineering, architectural and surveying practices and local standards. • Application/Development Agreements applicable to this final plat application: Thank you for your consideration if you have any question please call me at 871-6842 Sincerely, Kent Brown, Planner 3161 E Springwood Dr ♦ Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 Sawtooth land Surveying, LLC 20C) 3-0 1 U-1 F: (205) 395-5105 101 Canal St., FnIt"Mt, 11) 53G17 February 9, 2015 Three Corners Subdivision No. 3 Boundary Legal A parcel of land located in the NW1/4 of the NW1/4 of Section 29, T. 4 N., R. 1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; COMMENCING at a found brass cap marking the northwest corner of said Section 29; Thence South 89026'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002.58 feet; Thence South 0034'24" West, parallel with the east line of said NW1/4 of the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 89°26'41" East, parallel with said north line of said NW1/4 of the NW1/4 of Section 29, a distance of 324.00 feet to a point on the east line of said NW1/4 of the NW1/4 of Section 29; Thence South 0034'24" West, coincident with said east line of said NW1/4 of the NW1/4 of Section 29, a distance of 635.14 feet to the northeast corner of Three Corners Subdivision No. 2, as shown on file in Book 107 of Plats at Page 14896, Ada County Records; Thence North 89025'36" West, coincident with the north line of said Three Corners Subdivision No. 2, a distance of 618.22 feet to the east right of way line of E. Three Corners Drive; Thence North 0037'24" East, coincident with said east right of way line of E. Three Corners Drive, 68.99 feet; Thence North 38049'11" East, coincident with said east right of way line of E. Three Corners Drive,16.08 feet; Thence North 77000'58" East, coincident with said east right of way line of E, Three Comers Drive, 13.29 feet; P:12015115005 -ROCK SOLID -THREE CORNERS 30rawings0escriptlonsl3 CORNERS 3 BNDRY LEGAL.docx i7 Thence North 12059'02" West, coincident with said east right of way line of E. Three Corners Drive, 50.00 feet; Thence North 45045'26" West, coincident with said east right of way line of E. Three Corners Drive, 14.74 feet to the beginning of a non -tangent curve; Thence 162.87 feet along the arc of said curve to the left, and coincident with said east right of way line of E. Three Corners Drive, with a central angle of 39022'32", a radius of 237.00 feet, subtended by a chord bearing North 37002'40" West, 159.69 feet; Thence South 89025'36" East, 100.06 feet; Thence North 00034'24" East, parallel with said east line of said NW1/4 of the NW1/4 of Section 29, a distance of 15.00 feet; Thence South 89025'36" East, 82.57 feet to the beginning of a non -tangent curve; Thence 210.43 feet along the arc of said curve to the right, with a central angle of 12037'29", a radius of 955.00 feet, subtended by a chord bearing North 83°44'48" East, 210.00 feet; Thence North 00034'24" East, parallel with said east line of said NW1/4 of the NW1A of Section 29, a distance of 325.08 feet to the POINT OF BEGINNING. The above described parcel contains 6.81 acres more or less. Together with and subject to covenants, easements and restriction of record. Date PA2015\15005-ROCK SOLID -THREE CORNERS 30rawings0escriptions\3 CORNERS 3 3NDRY LEGAL.docx 12 ADA COUNTY RECORDER Chdslopher D. Rich 2016-014826 BOISE IDAHO Pgs=4 LISA BATT 02/26/2015 09:28 AM TITLEONE BOISE $19.00 ACCOMMODATION RECORDING Warranty Deed For value received, David J. Dean and Luane I, Dean, husband and wife the grantor, does hereby grant, bargain, sell, and convey unto David J. Dean and Luane I. Dean, husband and wife whose current address is 1746 East Dunwoody Court Meridian, Idaho 83646 the grantee, the following described premises, in Ada County, Idaho, to wit: See attached exhibit °A" Commercial Boundary Legal To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever,: And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made . subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including Irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number Includes the plural. L-� David J. Dean State of Idaho ) County of Ada) C G(l.�ic,oC.Y' z2 Luane I. Dean On this 23d of February, 2015 before me, the undersigned, a notary public personally appeared, David J. Dean and Were I. Dean, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are sub bed to the within instrument and acknowledged to me that he1sh4Z9kecuted the same. "`•p,eengegq6 Nota ubli ry R idin t: Meridian, ID r vo':NOTgkk .A Residing In: . g . Expires; N�•..PDBLlr— n cS. H1 ELECTRONICALLY RECORDED STAMPED FIRST PAGE NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT ACCOMMODATION' RECORDING Warranty Deed For value received, David J. Dean and Luane I. Dean, husband and wife the grantor, does hereby grant, bargain, sell, and convey unto David J. Dean and Luane I. Dean, husband and wife whose current address is 1746 East Dunwoody Court Meridian, Idaho 83646 the grantee, the following described premises, in Ada County, Idaho, to wit: See attached exhibit "A" Commercial Boundary Legal To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances; and applicable building codes, laws and regulations, general taxes and assessments, including Irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. U; David J. Dean State of Idaho ) County of Ada ) On this 23b of February, 2015 before me, the undersigned, a notary public personally appeared, David J. Dean and Luane I. Dean , known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are sub 'bed to the within instrument and acknowledged to me that he(sh the xecuted the same, n auu..... ••.�ti1�LE NotaryPubli c?: oTg2 °°°�a• Residing In. R iding h Meridian, ID Y Expires: ^ Oe OF February 9, 2015 Three Comers Subdivision Commercial Boundary Legal A parcel of land located in the NW1/4 of the NW1/4 of Section 29, T. 4 N., R. 1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; at a found brass cap marking the northwest comer of said Section 29; Thence South 89°26'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002,58 feet; Thence South 0°34'24" West, parallel with the east line of said NW1/4 of the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 0034'24" West, parallel with said east line of the NW1/4 of the NW7/4 of Section 29, a distance of 325.08 feet to the beginning of a non -tangent curve; Thence 210.43 feet along the arc of said curve to the left, with a central angle of 12°37"29", a radius of 955.00 feet, subtended by a chord bearing South 83°4448" West, 210,00 feet; Thence North 89025'38" West, 82.57 feet; Thence South 0034'24" West, parallel with said east line of the NW114 of the NW 1/4 of Section 29, a distance of 15.00 feet; Thence North 89°25'36" West, 100.06 feet to the beginning of a non -tangent curve on the east right of way line of E. Three Corners Drive;,R N Tom„ W _ ary Thence 304.57 feet along the arc of said curve to the left, and coincident with said east right of way line of E. Three Corners Drive, with a central angle of 73°37'48", a radius of 237.00 feet, subtended by a chord bearing South 86027'10" West, 284.04 feet; Thence South 49°38'16" West, coincident with said right of way dine of E. Three Comers Drive, 44.78 feet; R\2015115005-90CK SOLID -THREE CORNERS 3\Drawings\Descrlptionsl3 CORNERS 4 COMMERCIAL BNDRY LEGAL.docx Page 11 r Sawtooth Land Surveying, LLC P: (208) 398-8104 F: (208) 398-8105 101 Canal St., Emmett, ID 83617 February 9, 2015 Three Comers Subdivision Commercial Boundary Legal A parcel of land located in the NW1/4 of the NW1/4 of Section 29, T. 4 N., R. 1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; at a found brass cap marking the northwest comer of said Section 29; Thence South 89°26'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002,58 feet; Thence South 0°34'24" West, parallel with the east line of said NW1/4 of the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 0034'24" West, parallel with said east line of the NW1/4 of the NW7/4 of Section 29, a distance of 325.08 feet to the beginning of a non -tangent curve; Thence 210.43 feet along the arc of said curve to the left, with a central angle of 12°37"29", a radius of 955.00 feet, subtended by a chord bearing South 83°4448" West, 210,00 feet; Thence North 89025'38" West, 82.57 feet; Thence South 0034'24" West, parallel with said east line of the NW114 of the NW 1/4 of Section 29, a distance of 15.00 feet; Thence North 89°25'36" West, 100.06 feet to the beginning of a non -tangent curve on the east right of way line of E. Three Corners Drive;,R N Tom„ W _ ary Thence 304.57 feet along the arc of said curve to the left, and coincident with said east right of way line of E. Three Corners Drive, with a central angle of 73°37'48", a radius of 237.00 feet, subtended by a chord bearing South 86027'10" West, 284.04 feet; Thence South 49°38'16" West, coincident with said right of way dine of E. Three Comers Drive, 44.78 feet; R\2015115005-90CK SOLID -THREE CORNERS 3\Drawings\Descrlptionsl3 CORNERS 4 COMMERCIAL BNDRY LEGAL.docx Page 11 1 Thence North 73°23'30" West, coincident with said right of way line of E -Three Comers Drive,. 26.80 feet; Thence North 15°36'05`' West, coincident with said right of way line of E. Three Comers Drive, 74.85 feet; Thence South 740,23'55" West, coincident with said right of way line of E. Three Corners Drive, 74.00 feet; Thence South 15036'05" East, coincident with said right of way line of E. Three Corners Drive, 81.63 feet; Thence South 45°26'20" West, coincident with said right-ofwayline of E. Three Corners Drive, 18.87 feet;` Thence North 89023'32" West, coincident with said right of way line of E. Three Corners Drive, 186.48 feet to the west line of said Section 29; Thence North 003720• East, coincident with said west line of Section 29, a distance of 153.42 feet; Thence South 89022'36" East, 35.00 feet to the east right of way line of N. Locust Grove Road; Thence North 0°37'24" East, coincident with said east right of way line of N. Locust Grove Road, 294.09 feet to the south right of way line of E. Chinden Blvd; Thence South 89°26'41" East, coincident with said south right of way line of E. Chinden Blvd, 967.61 feet to the POINT OF BEGINNING. The above described parcel contains 8.23 acres more or less. Together with and subject to covenants, easements and restriction of record. P:\2015\15OD5-ROCKSOLID-THREE CORNERS 31DrawingslDescrip8ons13 CORNERS 4 COMMERCIAL BNDRY LEGAL.docx Page 12 THREE CORNERS SUB COMMERCIAL BNDRY EX I OF 7 NTS OWNER/DEVELOPER:115005 ,, a fOl AL ST, DWG # SWEET COLER INC, r ', EMMETT,�D 8361715005 -EX S. 1990 S. E RD. -. -s; ' ';�,.-- �- P. (208) 398-8104PROJECT# IDAHO BOIDE, IDAHO 83709 � � r. (208) 398-8705 I OF 7 ADA COUNTY RECORDER Chdstopher D. Rich 2015-014827 BOISE IDAHO pgs=4 BONNIE OBERBILUG 021261201509:29 AM TITLEONE BOISE $19.00 ACCOMMODATION RECORDING Warranty Deed For value received, David J. Dean and Luane I. Dean, husband and wife the grantor, does hereby grant, bargain, sell, and convey unto David J. Dean and Loans 1. Dean, husband and wife whose current address is 1746 East Dunwoody Gaud Meridian, Idaho 83646 the grantee, the following described premises, in Ada County, Idaho, to wit: See attached exhibit "A" Boundary Legal Sub#3 - To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes; laws and regulations; general taxes and assessments, including Irrigation and utility assessments (B any) for the current year, which are not due and payable, and that Grantor Oil warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. David J. Wa State of Idaho ) County of Ada ) uane I. Dean On this 23" of February, 2015 before me, the undersigned, a notary public personally appeared, David J. Dean and Loans I. Dean, known to me or proven to me on the basis of satisfactory evidence to be the person (s) whose name(s) are subscribed to the within Instrument and acknowledged to me that he/s the eculed the same. Notary Public ResidinInResidl aL' eridian, ID NOTq�r°,p.Cr?. g : Expires: A Nom'. UBLIC .•`• February 9, 2015 Three Comers Subdivision No. 3 Boundary Legal A parcel of land located in the NW1/4 of the NW 1/4 of Section 29, T. 4 N., R.1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; COMMENCING at a found brass cap marking the northwest comer of said Section 29; Thence South 89'26'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002.58 feet; Thence South 0°34'24" West, parallelwith the east line of said NW1/4 of'the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 89026'41" East, parallel with said north line of said NW1/4 of the NW 1/4 of Section 29, a distance of 324.00 feet to a point on the east fine of said NW1/4 of the NW 1/4 of Section 29; Thence South 0034'24" West, coincident with said east line of said NW 1/4 of the NW1/4 of Section 29, a distance of 635.14 feet to the northeast corner of Three Corners Subdivision No. 2, as shown on file in Book 107 of Plats at Page 14896, Ada County Records; Thence North 89'25'36" West, coincident with the north line of said Three Corners Subdivision No. 2, a distance of 618.22 feet to the east right of way line of E. Three Comers Drive; Thence North 0°37'24" East, coincident with said east right of way line of E. Three Corners Drive, 68.99 feet; Thence North 38049'11" East, coincident with said east right of way line of E. Three Corners Drive, 16.08 feet; Thence North 77000'58" East, coincident with said east right of way line of E. Three Corners Drive, 13.29 feet; P:\2015\15005 -ROCK SOLID -THREE CORNERS 3\ DrawingslDescriptionsl3 CORNERS 3 BNDRY LEGAL.docx Page 11 Sawtooth Land Surveying, LLC P: (208) 398-8104 f: (208) 398-8105 - 10 1 Canal 5t., r'mmett, ID 53617 February 9, 2015 Three Comers Subdivision No. 3 Boundary Legal A parcel of land located in the NW1/4 of the NW 1/4 of Section 29, T. 4 N., R.1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; COMMENCING at a found brass cap marking the northwest comer of said Section 29; Thence South 89'26'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002.58 feet; Thence South 0°34'24" West, parallelwith the east line of said NW1/4 of'the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 89026'41" East, parallel with said north line of said NW1/4 of the NW 1/4 of Section 29, a distance of 324.00 feet to a point on the east fine of said NW1/4 of the NW 1/4 of Section 29; Thence South 0034'24" West, coincident with said east line of said NW 1/4 of the NW1/4 of Section 29, a distance of 635.14 feet to the northeast corner of Three Corners Subdivision No. 2, as shown on file in Book 107 of Plats at Page 14896, Ada County Records; Thence North 89'25'36" West, coincident with the north line of said Three Corners Subdivision No. 2, a distance of 618.22 feet to the east right of way line of E. Three Comers Drive; Thence North 0°37'24" East, coincident with said east right of way line of E. Three Corners Drive, 68.99 feet; Thence North 38049'11" East, coincident with said east right of way line of E. Three Corners Drive, 16.08 feet; Thence North 77000'58" East, coincident with said east right of way line of E. Three Corners Drive, 13.29 feet; P:\2015\15005 -ROCK SOLID -THREE CORNERS 3\ DrawingslDescriptionsl3 CORNERS 3 BNDRY LEGAL.docx Page 11 Thence North 12°59'02" West, coincident with said east right of way line of E. Three Corners Drive, 50.00 feet; Thence North 45045'26" West, coincident with said east right of way line of E. Three Corners Drive, 14.74 feet to the beginning df a non -tangent curve; Thence 162.87 feet along the arc of said curve to the left, and coincident with said east right of way line of E. Three Corners Drive, with a central angle of 39°22'32", a radius of 237.00 feet, subtended by a chord bearing North 37002'40" West, 159.69 feet; Thence South 89025'36" East, 100.06 feet; Thence North 00034'24" East, parallel with said east line of said NW1/4 of the NW1/4 of Section 29, a distance of 15.00 feet; Thence South 89025'36" East, 82.57 feet to the beginning of a non -tangent curve; Thence 210:43 feet along the are of said curve to the right, with'a centra[ angle of 12°37'29", a " radius of 955.00 feet, subtended by a chord bearing North 83°44'48" East, 210.00 feet; Thence North 00°34'24" East, parallel with said east line of said NW1/4 of the NW1/4 of Section 29, a distance of 325.08 feet to the POINT OF BEGINNING. The above described parcel contains 6.81 acres more or less. Together with and subject to covenants, easements and restriction of record. Pt12015115005-ROCK SOLID -THREE CORNERS. 31DrawingsMescriptions13 CORNERS 3 BNDRY LEGAL.docx page 12 W 5 O'X2a° E 5 CURVE rm9 14 .'.�.QO'8g"E 13,28 Bei xm NTS THREE CORNERS SUB 3 SWEET LAND DEV. INC. , k. 101 CANAL ST. 15005-eX BNDRY EXHIBIT 1000 S. COLE RD. EMMETT, (� 08)398ID 63617 PROJECTS 001DE, IDAHO 63709vroort/ F.' (208) 398-8105 15005 LxY3n6ws'<_G SHEET OATL=,- yz015 ay„. ;�,A WInMr$q'OOTHL3COM 10F1 ADA COUNTY RECORDER Christopher O. Rroh 2015.014801 BOISE IDAHO Pgs=5 LISA GATT 02/26/2015 08:57 AM TITLEONE BOISE $22,00 ,kPOOMMODA 1L5 `- REC0R1)ING Warranty Deed For value received, Three Corners Land Development, LLC, an Idaho limited liability company the grantor, does hereby grant, bargain, sell, and convey unto David J. Dean and Luane I. Dean, husband and wife whose current address is 1746 East Dunwoody Court Meridian, Idaho 83646 the grantee, the following described premises, in Ada County, Idaho, to wit: See attached exhibit"A' Boundary Legal To have and to hold the said premises, with their appurtenances unto the said Grantee, Its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner In fee simple of said*premises; that they are free from all encumbrances except those to which this conveyance Is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, Including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number Includes the plural, Three Corners Land Development, LLC, an Idaho limited liability company David .Dan m le State of Idaho, County of Ada, ss. _a.,D �A� Lua a I. Dean, Member On this ; day of February 2015, before me; the undersigned, a Notary Public In and for said State, personally appeared David J. Dean and Luane I. Dean, known or Identified to me to be the Members of the limited liability company that executed the within Instrument and acknowledged to me that they executed the same for and on behalf of said limited liability company and that such limited Ilabllity company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year In this certificate first above written. o•...... .., ••0C(1\LLE T/,40 ... NOTARY o0; NotaryPubll for ah �•. My Commis ion : 9-13-2018 t vT ALgLIC „_ OF 10 Pa ELECTRON(CALLy RECORDED STAMPED FIRST PAGE NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT ACCOMMODAVOW RECORDING, Warranty Deed For value received, Three Corners Land Development, LLC, an Idaho limited liability company the grantor, does hereby grant, bargain, sell, and convey unto David J. Dean and Luane I. Dean, husband and wife whose current address Is 1746 East Dunwoody Court Meridian, Idaho 83646 the grantee, the following described premises, in Ada County, Idaho, to wit See attachedexhibit"A" Boundary Legal To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance Is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and.utillty assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number Includes the plural. Three Corners Land Development, LLC, an Idaho limited liability company Z fdl�nfmear Lua a I. Dean, Member State of Idaho, County of Ada, ss. On thls ; day of February 2015, before me, the undersigned, a Notary Public in and for said State, personally appeared David J. Dean and Luane I. Dean, known or Identified to me to be the Members of the limited liability company that executed the within instrument and acknowledged to me that they executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and axed my official seal the day and year In this certificate first above wriden. •.,AA1.LE°•V,g„_ s, Notary Publi fora MyCommi ion:9-13-2018 l UDLIC '•,9TE ° "..PCO OF I'D _.F` Sawtooth Land Surveying, LLC -.� i° .f2Q .) 398-8104 F: (208) 398-8105 iQl Canal St., Emmett, ID 53617 February 9, 2015 Three Corners Subdivision Remainder Boundary Legal .- A parcel of land located in the NW1/4 of the NW1/4 of Section 29, T. 4 N., R. 1 E., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; COMMENCING at a found brass cap marking the northwest corner of said Section 29; Thence South 89°26'41" East, coincident with the north line of said NW1/4 of the NW1/4 of Section 29, a distance of 1002.58 feet; Thence South 0°34'24" West, parallel with the east line of said NW1/4 of the NW1/4 of Section 29, a distance of 40.00 feet to the POINT OF BEGINNING; Thence South 89°26'41" East, parallel with said north line of said NW1/4 of the NW1/4 of Section 29, a distance of 324.00 feet to a point on the east line of said NW1/4 of the NW1/4 of Section 29; Thence South 0°34'24" West, coincident with said east line of said NW 1/4 of the NW 1/4 of Section 29, a distance of 635.14 feet to the northeast corner of Three Comers Subdivision No. 2, as shown on file in Book 107 of Plats at Page 14896, Ada County Records; Thence North 89"25'36" West, coincident with the north line of said Three Corners Subdivision No. 2, a distance of 618.22 feet to the east right of way line of E. Three Corners Drive; Thence North 0°37'24" East, coincident with said east right of way line of E. Three Corners Drive, 68.99 feet; Thence North 38°49'11" East, coincident with said east right of way line of E. Three Corners Drive, 16.08 feet; Thence North 77°00'58" East, coincident with said east right of way line of E. Three Corners Drive, 13.29 feet; P;12015115005 -ROCK SOLID -THREE CORNERS 31Drawings1Descriptionsl3 CORNERS TOTAL REMAINDER LEGAL.docx Page 11 Thence North 12059'02" West, coincident with said east right of way line of E. Three Corners Drive, 50.00 feet; Thence North 45045'26" West, coincident with said east right of way line of E. Three Corners Drive, 14.74 feet to the beginning of a non -tangent curve; Thence 467.44 feet along the arc of said curve to the left, and coincident with said east right of way line of E. Three Comers Drive, with a central angle of 113000'19", a radius of 237.00 feet, subtended by a chord bearing North 73°51'34" West, 395.27 feet; Thence South 49°38'16" West, coincident with said right of way line of E. Three Comers Drive, 44.78 feet; Thence North 73°23'30" West, coincident with said right of way line of E. Three Corners Drive, 26.80 feet; Thence North 15°36'05" West, coincident with said right of way line of E. Three Corners Drive, 74.85 feet; Thence South 74023'55" West, coincident with said right of way line of E. Three Corners Drive, 74.00 feet; Thence South 15036'05" East, coincident with said right of way line of E. Three Corners Drive, 81.63 feet; Thence South 45°26'20" West, coincident with said right of way line of E. Three Comers Drive, 18.87 feet; Thence North 89023'32° West, coincident with said right of way line of E. Three Corners Drive, 186.48 feet to the west line of said Section 29; Thence North 0037'24" East, coincident with said west line of Section 29, a distance of 153.42 feet; Thence South 89°22'36" East, 35.00 feet to the east right of way line of N. Locust Grove Road; Thence North 0037'24" East, coincident with said east right of way fine of N. Locust Grove Road, 294.09 feet to the south right of way line of E. Chinden Blvd; PA2015115005-ROCK SOLID -THREE CORNERS 3\Drawings\Descriptions\3 CORNERS TOTAL REMAINDER LEGAL.docx Page 12 Thence South 89026'41" East, coincident with said south right of way line of E. Chinden Blvd, 967.61 feet to the POINT OF BEGINNING. The above described parcel contains 15.04 acres more or less. Together with and subject to covenants, easements and restriction of record. PA201515005-ROCK SOLID -THREE CORNERS 30rawings0escriptionsl3 CORNERS TOTAL REMAINDER LEGAL.docx Page 13 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA I David and Luane Dean (name) Meridian (city) being first duly sworn upon, oath, depose and say: 2. 3. 1746 E. Dunwoody Court (address) mahe (state) That I am the record owner of the property described on the attached, and I grant my permission to: Conger Management Group 1627 S, Orchard Street Ste. 24 Boise, ID 53705 (name) (address) to submit the accompanyingapplication(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 1St day ofAugust 2013 Signature) SUBSCRIBED AND�gAj;N to before me the day and year first above write n. Kent Brown , (Notary Public for Idaho) * ; !• G 3161 E. Springwood Dr. Meridian, ID 83642 PLlB Residing at •° July 23 2017 J, ,.•' .qT$ OF 1p1$•S% My Commission Expires: 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Fammile: (208) 888-6678 ° Website: www.meridiaticity.org .. ina.tavmmmd ---—.- — IIAID❑IROS MOO -_ - ",•.gra "° ° �w uvn z'oN NolsWafiflSSa3aa0933aH1 S ' ; d F&S€ iipP>@ d E 8'3 nag � 'sz 9P FtF€E€EFG S eevda b a iQ � e 9 Ea Z—mi-iol W S ig S' : iasa 7 '* ROCK SOLID CIVIL 00 Enginaednq and Land Development Consulting November 18, 2014 City of Meridian Planning Department 33 E. Broadway Avenue Suite 210 Meridian, ID 83642 Re: Three Corners Subdivision #3 - Statement of Centerline Groundwater Elevations To whom it may concern; This letter serves as a statement regarding normal groundwater elevations relative to design street finish centerline (CL) elevations. Strata Geotechnical Engineering Evaluation File # DEADAV B07178A page 1 dated 8-31-07 states that "we do not anticipate groundwater will be encountered within the upper 15' of the soil profile." This 15' is restated again on page 13 of their report. Our design street CL elevations on this project are set to range from approximately 1 foot below to 6" above existing ground surface. Therefore, in the opinion of this engineer, the street centerline (CL) elevations are set at a minimum of three (3) feet above the highest established normal groundwater elevation. Jim E. Coslett, P.E. Project Civil Engineer 069 1 -1g - Cos CIProjects/Three Corners Sub 43/City of Meridian/City CL GW Statement 11-18-14.docx www.rocksolidcivil,com ROCK SOLID CIVIL, LLC 181 E. 50'" Street, Garden City, ID 83714 jcoslett@rocksolidcivtl.com tel 208.342.3277 fax 208.376.1821 CiWE IDIAN,, Community Development Parcel Verification Date: 2/27/15 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Three Corners Subdivision #3 Parcel Number: 50529223010 T/R/S: 4N 1E 29 Acres: 14.910 Property Owner: Three Corners Land Development, LLC 1890 E. Dunwoody Ct. Meridian, ID 83646 Address Verification Rev: 04/23/12 29/12/14 09:44AM HP LASERJET FAX p.03 FINAL 1/8/2016 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: THREE CORNERS SUB NO 3 AGENCY and AGENCY FILE NO: Meridian: TOWNSHIP/ RANGE/SECTION: 4N 1E 29 DEVELOPER: ROCK SOLID CIVIL The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: N. LOCUST GROVE RD E. CHINDEN BLVD THE FOLLOWING PROPOSED STREET NAMES ARE E. THREE CORNERS DR N SWEET VALLEY PL THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF'ITIF.RE ARE CORRECTIONS AND CI IANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMITTO THE COMMITTER. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTL•D TO TI1E ADA COUNTY SURVEYOR AT TIME OF RECORDING. ADA COUNTY ASSESSOR MERIDIAN ADDRESSTNG MRI±. ADA COUNTY HIGHWAY DIS. ADA COUNTY SHERIFF Representative Representati DATE / 8 -1,5 DATE �2 `� 67 DATE_ I K la DATE/ Page 1 BNDRY-Map Check Map Check wed Feb 18 14:43:59 2015 BNDRY operator CP Project 15005 Date 2/2015 Time 2PM Course Bearing Distance PT# Northing Easting Description 400 728079.52 2460427.65 400-401 s 89°26'41" E 324.00 401 728076.38 2460751.63 401-402 S 00°34'24" w 635.14 402 727441.27 2460745.28 402-403 N 89°25136" w 618.22 403 727447.46 2460127.09 403-404 N 00°37'24" E 68.99 404 727516.44 2460127.84 404-405 N 38°49'11" E 16.08 405 727528.97 2460137.92 405-406 N 77°00158" E 13.29 406 727531.96 2460150.87 406-407 N 12°59'02" w 50.00 407 727580.68 2460139.64 407-408 N 45°45'26" w 14.74 408 727590.96 2460129.08 CURVE A=162.87 DELTA=39°22'32" T=84.80 EXT=14.71 408-410 N 37°02'40" w 159.69 410 727718.42 2460032.88 RADIUS POINT 237.00 409 727520.26 2459902.87 410-411 S 89°25'36" E 100.06 411 727717.41 2460132.93 411-412 N 00°34'24" E 15.00 412 727732.41 2460133.08 412-413 s 89°25136" E 82.57 413 727731.59 2460215.64 CURVE A=210.43 DELTA=12°37'29" T=105.64 EXT=5.83 413-415 N 83"44148" E 210.00 415 727754.46 2460424.40 RADIUS POINT 955.00 414 726799.46 2460423.41 415-400 N 00°34'24" E 325.08 400 728079.52 2460427.65 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 2636451706719.65 Total Distance Traversed> 2636.45 296591.996 SF%%p 6.809 AC./o`/`p Page 1 Page 1 ROADWAY -Map Check Map Check Wed Feb 18 15:17:17 2015 ROADWAY Operator CP Project 15005 Date 2/2015 Time 2PM Course Bearing Distance PT# Northing Easting Description 406 727531.96 2460150.87 406-407 N 12°59102" W 50.00 407 727580.68 2460139.64 407-490 N 77°00158" E 101.00 490 727603.37 2460238.05 CURVE A=195.21 DELTA=13033'26" T=98.06 EXT=5.81 490-426 N 83°47141" E 194.75 426 727624.42 2460431.67 RADIUS POINT 825.00 414 726799.46 2460423.41 426-432 S 89°25136" E 110.43 432 727623.32 2460542.09 CURVE A=39.27 DELTA=90°00'00" T=25.00 EXT=10.36 432-430 N 45°34124" E 35.36 430 727648.06 2460567.34 RADIUS POINT 25.00 431 727648.31 2460542.34 430-433 N 00034'24" E 146.95 433 727795.00 2460568.81 433-434 N 20027128" W 12.60 434 727806.81 2460564.40 CURVE A=254.24 DELTA=288°26'54" T=36.39 EXT= -112.74 434-458 s 89°25136" E 59.05 458 727806.22 2460623.45 RADIUS POINT 50.50 442 727847.49 2460594.34 458-459 5 21°36116" w 12.60 459 727794.50 2460618.81 459-464 S 00°34'24" w 146.95 464 727647.56 2460617.34 CURVE A=117.81 DELTA=90°00'00" T=75.00 EXT=31.07 464-474 S 45"34124" w 106.07 474 727573.32 2460541.59 RADIUS POINT 75.00 431 727648.31 2460542.34 474-479 N 89625136" w 110.43 479 727574.42 2460431.17 CURVE A=183.38 DELTA=13°33126" T=92.12 EXT=5.46 479-484 S 83°47141" w 182.95 484 727554.65 2460249.29 RADIUS POINT 775.00 414 726799.46 2460423.41 484-406 S 77°00158" w 101.00 406 727531.96 2460150.87 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E closure Precision> 1 in 1581860597341.62 Total Distance Traversed> 1581.86 39580.900 SF%%p 0.909 AC.%%p Page 1 Map Check L13 BLK2 Operator Date Course CP 2/2015 Bearing 403-404 N 00"37'24" E 404-405 N 38°49'11" E 405-406 N 77°00158" E 406-486 N 77°00158" E 486-487 s 00°34'24" w 487-403 N 89"25'36" w Closure error distance> Closure Precision> 1 in 8682.939 5F%%p 0.199 Ac.%%p L13 BLK2-Map Check Project Time wed Feb 18 14:45:29 2015 15005 2PM Distance PT# Northing Easting 403 727447.46 2460127.09 68.99 404 727516.44 2460127.84 16.08 405 727528.97 2460137.92 13.29 406 727531.96 2460150.87 75.39 486 727548.89 2460224.33 102.40 487 727446.50 2460223.30 96.22 403 727447.46 2460127.09 0.00000000 Error Bearing> N 90"00'00" E 372357612321.01 Total Distance Traversed> Page 1 Description 372.36 Map check L14 BLK2 Operator CP Date 2/2015 L14 BLK2-Map Check Project Time wed Feb 18 14:46:42 2015 15005 2PM Course Bearing Distance PT# Northing Easting 487 727446.50 2460223.30 487-486 N 00°34'24" E 102.40 486 727548.89 2460224.33 486-484 N 77°00'58" E 25.61 484 727554.65 2460249.29 CURVE A=60.29 DELTA=04°27126" T=30.16 EXT=0.59 484-483 N 79°14'41" E 60.27 483 727565.90 2460308.50 RADIUS POINT 775.00 414 726799.46 2460423.41 483-482 5 00°34'24" W 120.25 482 727445.66 2460307.30 482-487 N 89°25'36" W 84.00 487 727446.50 2460223.30 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 392550395743.06 Total Distance Traversed> 9404.755 SF?/o?/op 0.216 AC./o`/`p Page 1 Description 392.55 Map Check L15 BLK2-Map Check L15 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 14:47:27 2015 15005 2PM Course Bearing Distance PT# Northing Easting 480 727573.77 2460390.59 480-481 s 00'34124" W 128.94 481 727444.84 2460389.29 481-482 N 89°25136" W 82.00 482 727445.66 2460307.30 482-483 N 00°34124" E 120.25 483 727565.90 2460308.50 CURVE A=82.50 DELTA=06°05'57" T=41.29 EXT=1.10 483-480 N 84°31122" E 82.46 480 727573.77 2460390.59 RADIUS POINT 775.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90"00'00" E closure Precision> 1 in 413681262634.60 Total Distance Traversed> 10276.842 SF%%p 0.236 Ac.%%p Page 1 Description 413.68 Map Check L16 BLK2 Operator CP Date 2/2015 L16 BLK2-Map Check Project Time Wed Feb 18 14:48:45 2015 15005 2PM Course Bearing Distance PT# Northing Easting 479 727574.42 2460431.17 479-476 S 89°25'36" E 43.43 476 727573.99 2460474.59 476-477 5 00°34'24" W 130.00 477 727443.99 2460473.29 477-481 N 89°25136" w 84.00 481 727444.84 2460389.29 481-480 N 00°34'24" E 128.94 480 727573.77 2460390.59 CURVE A=40.59 DELTA=03`00'03" T=20.30 EXT=0.27 480-479 N 89°04'22" E 40.59 479 727574.42 2460431.17 RADIUS POINT 775.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 426955814423.89 Total Distance Traversed> 10905.631 SF%%p 0.250 AC.?/0/`p Page 1 Description 426.96 Map check L17 BLK2 operator CP Date 2/2015 L17 BLK2-Map check Project rime wed Feb 18 14:49:50 2015 15005 2PM Course Bearing Distance PT# Northing Easting 476 727573.99 2460474.59 476-474 s 89°25'36" E 67.00 474 727573.32 2460541.59 CURVE A=15.10 DELTA=11"32'11" T=7.58 EXT=0.38 474-473 N 84°48'19" E 15.08 473 727574.68 2460556.60 RADIUS POINT 75.00 431 727648.31 2460542.34 473-472 s 00°34124" w 131.52 472 727443.17 2460555.29 472-477 N 89°25'36" w 82.00 477 727443.99 2460473.29 477-476 N 00"34'24" E 130.00 476 727573.99 2460474.59 Closure error distance> 0.00000000 Error Bearing> N 90"00'00" E Closure Precision> 1 in 425616965558.47 Total Distance Traversed> 10667.544 SF%%p 0.245 Ac.%%p Page 1 Description 425.62 Map check L18 BLK2-Map check L18 BLK2 Operator CP Project Date 2/2015 Time wed Feb 18 14:50:43 2015 15005 2PM Course Bearing Distance PT# Northing Easting 469 727586.16 2460584.32 469-470 s 47°10127" E 77.55 470 727533.45 2460641.20 470-471 s 00°34124" w 91.13 471 727442.32 2460640.28 471-472 N 89°25'36" w 85.00 472 727443.17 2460555.29 472-473 N 00°34'24" E 131.52 473 727574.68 2460556.60 CURVE A=30.20 DELTA=23°04'26" T=15.31 EXT=1.55 473-469 N 67°30100" E 30.00 469 727586.16 2460584.32 RADIUS POINT 75.00 431 727648.31 2460542.34 closure error distance> 0.00000000 Error Bearing> N 90"00'00" E Closure Precision> 1 in 415398618219.03 Total Distance Traversed> 10489.208 SF%%p 0.241 Ac.%%p Page 1 Description 415.40 Map Check L19 BLK2-Map Check L19 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 14:54:41 2015 15005 2PM Course Bearing Distance PT# Northing Easting 466 727611.17 2460607.50 466-467 S 56°25 27 E 70.71 467 727572.07 2460666.41 467-468 s 89"25136" E 60.17 468 727571.47 2460726.58 468-489 S 00°34124" W 130.00 489 727441.47 2460725.28 489-471 N 89°25136" W 85.00 471 727442.32 2460640.28 471-470 N 00°34124" E 91.13 470 727533.45 2460641.20 470-469 N 47°10'27" W 77.55 469 727586.16 2460584.32 CURVE A=34.40 DELTA=26`16'49" T=17.51 EXT=2.02 469-466 N 42°49'23" E 34.10 466 727611.17 2460607.50 RADIUS POINT 75.00 431 727648.31 2460542.34 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E closure Precision> 1 in 548959990028.60 Total Distance Traversed> 13475.468 SF%%p 0.309 Ac.%%p Page 1 Description 548.96 Map check L20 BLK2-Map check L20 BLK2 operator CP Project Date 2/2015 Time Wed Feb 18 14:56:10 2015 15005 2PM Course Bearing Distance PT# Northing Easting 464 727647.56 2460617.34 464-463 N 00°34'24" E 10.00 463 727657.56 2460617.44 463-462 5 89°25'36" E 110.00 462 727656.46 2460727.43 462-468 5 00"34'24" W 85.00 468 727571.47 2460726.58 468-467 N 89°25136" W 60.17 467 727572.07 2460666.41 467-466 N 56°25'27" W 70.71 466 727611.17 2460607.50 CURVE A=38.10 DELTA=29°06134" T=19.47 EXT=2.49 466-464 N 15°07141" E 37.70 464 727647.56 2460617.34 RADIUS POINT 75.00 431 727648.31 2460542.34 Closure error distance> 0.00000000 Error Bearing> N 90"00'00" E Closure Precision> 1 in 373986561205.50 Total Distance Traversed> 8685.022 SF%%p 0.199 Ac.%%p Page 1 Description 373.99 Map check L21 BLK2 Operator Date Course CP 2/2015 Bearing 463-460 N 00°34'24" E 460-461 s 89°25136" E 461-462 s 00°34124" W 462-463 N 89°25'36" W Closure error distance> Closure Precision> 1 in 8800.000 sF%%p 0.202 Ac.%%p L21 BLK2-Map Check Project Time Wed Feb 18 14:56:52 2015 15005 2PM Distance PT# Northing Easting 463 727657.56 2460617.44 80.00 460 727737.56 2460618.24 110.00 461 727736.46 2460728.23 80.00 462 727656.46 2460727.43 110.00 463 727657.56 2460617.44 0.00000000 Error Bearing> N 90°00'00" E 379999999999.67 Total Distance Traversed> Page 1 Description 380.00 Map Check L22 BLK2-Map Check L22 BLK2 Operator CP Project Date 2/2015 Time wed Feb 18 14:57:44 2015 15005 2PM Course Bearing Distance PT# Northing Easting 456 727822.36 2460638.14 456-457 5 89°25136" E 90.94 457 727821.45 2460729.08 457-461 S 00°34124" W 85.00 461 727736.46 2460728.23 461-460 N 89°25'36" w 110.00 460 727737.56 2460618.24 460-459 N 00°34124" E 56.95 459 727794.50 2460618.81 459-458 N 21°36'16" E 12.60 458 727806.22 2460623.45 CURVE A=22.00 DELTA=24057'57" T=11.18 EXT=1.22 458-456 N 42°18'53" E 21.83 456 727822.36 2460638.14 RADIUS POINT 50.50 442 727847.49 2460594.34 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 377497386264.07 Total Distance Traversed> 9113.923 SF%%p 0.209 AC.?/.%p Page 1 Description 377.50 Map Check L23 BLK2-Map Check L23 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 14:59:18 2015 15005 2PM Course Bearing Distance PT# Northing Easting 402 727441.27 2460745.28 402-489 N 89°25136" W 20.00 489 727441.47 2460725.28 489-457 N 00°34'24" E 380.00 457 727821.45 2460729.08 457-456 N 89`25136" W 90.94 456 727822.36 2460638.14 CURVE A=21.10 DELTA=23"56'20" T=10.71 EXT=1.12 456-454 N 17°51144" E 20.95 454 727842.30 2460644.57 RADIUS POINT 50.50 442 727847.49 2460594.34 454-455 S 89°25'36" E 84.72 455 727841.45 2460729.28 455-451 N 00°34'24" E 170.14 451 728011.58 2460730.98 451-453 s 89°26141" E 20.00 453 728011.39 2460750.98 453-402 S 00°34'24" W 570.14 402 727441.27 2460745.28 closure error distance> 0.00000000 Error Bearing> N 90°00'00" E closure Precision> 1 in 1357035914466.49 Total Distance Traversed> 13143.998 SF%%p 0.302 Ac.%%p Page 1 Description 1357.04 Map Check L24 BLK2 Operator Date Course CP 2/2015 Bearing 444-452 S 89°26'41" E 452-453 S 00°34'24" W 453-443 N 89°26'41" W 443-444 N 00°34'24" E closure error distance> Closure Precision> 1 in 11340.001 sr//,p 0.260 Ac.%%p L24 BLK2-Map Check Project Time Wed Feb 18 15:00:09 2015 15005 2PM Distance PT# Northing Easting 444 728049.52 2460427.35 324.00 452 728046.38 2460751.33 35.00 453 728011.39 2460750.98 324.00 443 728014.53 2460427.00 35.00 444 728049.52 2460427.35 0.00000000 Error Bearing> N 90°00'00" E 718000035646.09 Total Distance Traversed> Page 1 Description 718.00 Map check L25 BLK2-Map check L25 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 15:01:02 2015 15005 2PM Course Bearing Distance PT# Northing Easting 448 727881.24 2460631.90 448-449 N 58'55'00" E 25.58 449 727894.45 2460653.81 449-450 N 00°34124" E 117.88 450 728012.32 2460654.99 450-451 s 89°26141" E 76.00 451 728011.58 2460730.98 451-455 S 00°34'24" W 170.14 455 727841.45 2460729.28 455-454 N 89°25136" W 84.72 454 727842.30 2460644.57 CURVE A=42,16 DELTA=47°50100" T=22.40 EXT=4.74 454-448 N 18°01126" W 40.95 448 727881.24 2460631.90 RADIUS POINT 50.50 442 727847.49 2460594.34 Closure error distance> 0.00000000 Error Bearing> N 90"00'00" E Closure Precision> 1 in 516471240612.98 Total Distance Traversed> 13547.807 SF%%p 0.311 Ac.%%p Page 1 Description 516.47 Map check L26 BLK2-Map check L26 BLIQ operator CP Project Date 2/2015 Time Wed Feb 18 15:01:46 2015 15005 2PM Course Bearing Distance PT# Northing Easting 447 727895.21 2460577.81 447-446 N 00°34'24" E 117.85 446 728013.05 2460578.99 446-450 S 89°26141" E 76.00 450 728012.32 2460654.99 450-449 S 00°34124" W 117.88 449 727894.45 2460653.81 449-448 s 58°55100" W 25.58 448 727881.24 2460631.90 CURVE A=59.19 DELTA=67°09'29" T=33.53 EXT=10.12 448-447 N 75°31'10" w 55.86 447 727895.21 2460577.81 RADIUS POINT 50.50 442 727847.49 2460594.34 closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 396504134388.91 Total Distance Traversed> 9148.434 SF%%p 0.210 Ac.%%p Page 1 Description 396.50 Map Check L27 BLK2 operator CP Date 2/2015 L27 BLK2-Map Check Project Time Thu Feb 19 09:34:42 2015 15005 2PM Course Bearing Distance PT# Northing Easting 440 727877.04 2460553.39 440-441 N 69°51111" W 54.94 441 727895.97 2460501.82 441-445 N 00°34124" E 117.83 445 728013.79 2460502.99 445-446 S 89"26'41" E 76.00 446 728013.05 2460578.99 446-447 5 00°34124" W 117.85 447 727895.21 2460577.81 CURVE A=30.91 DELTA=35°04'30" T=15.96 EXT=2.46 447-440 S 53°21'50" W 30.43 440 727877.04 2460553.39 RADIUS POINT 50.50 442 727847.49 2460594.34 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 397532118075.40 Total Distance Traversed> 9607.419 SF%%p 0.221 Ac.%%p Page 1 Description 397.53 Map Check L28 BLK2-Map Check L28 BLIQ Operator CP Project Date 2/2015 Time Thu Feb 19 09:40:02 2015 15005 2PM Course Bearing Distance PT# Northing Easting 439 727848.27 2460543.84 439-437 N 89°25'36" W 118.50 437 727849.45 2460425.35 437-443 N 00°34'24" E 165.08 443 728014.53 2460427.00 443-445 5 89`26141" E 76.00 445 728013.79 2460502.99 445-441 S 00°34'24" W 117.83 441 727895.97 2460501.82 441-440 S 69`51'11" E 54.94 440 727877.04 2460553.39 CURVE A=30.79 DELTA=34°56'15" T=15.89 EXT=2.44 440-439 S 18°21'28" W 30.32 439 727848.27 2460543.84 RADIUS POINT 50.50 442 727847.49 2460594.34 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 563138222660.88 Total Distance Traversed> 14336.620 SF%%p 0.329 Ac.%%p Page 1 Description 563.14 Map Check L29 BLK2 Operator CP Date 2/2015 L29 BLK2-Map Check Project Time wed Feb 18 15:04:21 2015 15005 2PM Course Bearing Distance PT# Northing Easting 438 727828.23 2460547.65 438-436 N 89°25 36 W 122.51 436 727829.46 2460425.15 436-437 N 00°34124" E 20.00 437 727849.45 2460425.35 437-439 s 89025136" E 118.50 439 727848.27 2460543.84 CURVE A=20.54 DELTA=23°18'11" T=10.41 EXT=1.06 439-438 s 10°45'45" E 20.40 438 727828.23 2460547.65 RADIUS POINT 50.50 442 727847.49 2460594.34 Closure error distance> 0.00000000 Error Bearing> N 90900'00" E Closure Precision> 1 in 281550176928.78 Total Distance Traversed> 2395.929 sF%%p 0.055 Ac.%%p Page 1 Description 281.55 Map Check L30 BLK2-Map Check L30 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 15:06:17 2015 15005 2PM Course Bearing Distance PT# Northing Easting 429 727753.06 2460568.39 429-435 N 89°25136" W 135.43 435 727754.41 2460432.97 CURVE A=8.57 DELTA=00°30'51" T=4.29 EXT=0.01 435-415 N 89°41'02" W 8.57 415 727754.46 2460424.40 RADIUS POINT 955.00 414 726799.46 2460423.41 415-436 N 00"34'24" E 75.00 436 727829.46 2460425.15 436-438 s 89°25'36" E 122.51 438 727828.23 2460547.65 CURVE A=27.53 DELTA=31°14112" T=14.12 EXT=1.94 438-434 S 38"01157" E 27.19 434 727806.81 2460564.40 RADIUS POINT 50.50 442 727847.49 2460594.34 434-433 S 20°27128" E 12.60 433 727795.00 2460568.81 433-429 S 00°34'24" W 41.95 429 727753.06 2460568.39 closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 423590685528.79 Total Distance Traversed> 10457.437 SF%%p 0.240 AC./6%p Page 1 Description 423.59 Map Check L31 BLK2-Map Check L31 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 15:07:23 2015 15005 2PM Course Bearing Distance PT# Northing Easting 432 727623.32 2460542.09 432-427 N 89°25 36 w 50.00 427 727623.82 2460492.09 427-428 N 00°34'24" E 130.00 428 727753.81 2460493.39 428-429 s 89°25136" E 75.00 429 727753.06 2460568.39 429-430 s 00°34124" W 105.00 430 727648.06 2460567.34 CURVE A=39.27 DELTA=90°00'00" T=25.00 EXT=10.36 430-432 s 45°34'24" W 35.36 432 727623.32 2460542.09 RADIUS POINT 25.00 431 727648.31 2460542.34 Closure error distance> 0.00000000 Error Bearing> N 90°00100" E Closure Precision> 1 in 399269908169.35 Total Distance Traversed> 9615.874SF%%p 0.221 AC.Mp Page 1 Description 399.27 Page 1 L32 BLK2-Map Check Map check Thu Feb 19 09:48:07 2015 L32 BLK2 Operator CP Project 15005 Date 2/2015 Time 2PM Course Bearing Distance PT# Northing Easting Description 435 727754.41 2460432.97 435-428 s 89025'36" E 60.43 428 727753.81 2460493.39 428-427 s 00°34124" w 130.00 427 727623.82 2460492.09 427-426 N 89°25'36" w 60.43 426 727624.42 2460431.67 CURVE A=14.57 DELTA=01°00'43" T=7.29 EXT=0.03 426-425 N 89°55158" w 14.57 425 727624.44 2460417.09 RADIUS POINT 825.00 414 726799.46 2460423.41 425-424 N 00°34'24" E 130.02 424 727754.45 2460418.40 CURVE A=6.00 DELTA=00"21'36" T=3.00 EXT=0.00 424-415 N 89°52'45" E 6.00 415 727754.46 2460424.40 RADIUS POINT 955.00 414 726799.46 2460423.41 CURVE A=8.57 DELTA=00°30'51" T=4.29 EXT=0.01 415-435 S 89°41'02" E 8.57 435 727754.41 2460432.97 RADIUS POINT 955.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 410018844130.98 Total Distance Traversed> 410.02 9750.085 SFOA%p 0.224 Ac.%%p Page 1 Map Check L33 BLK2 Operator CP Date 2/2015 L33 BLK2-Map Check Project Time Wed Feb 18 15:10:22 2015 15005 2PM Course Bearing Distance PT# Northing Easting 424 727754.45 2460418.40 424-425 S 00°34'24" W 130.02 425 727624.44 2460417.09 CURVE A=75.18 DELTA=05°13'15" T=37.61 EXT=0.86 425-422 S 86°57'03" W 75.15 422 727620.44 2460342.05 RADIUS POINT 825.00 414 726799.46 2460423.41 422-423 N 00°34'24" E 130.67 423 727751.10 2460343.36 CURVE A=75.13 DELTA=04°30'27" T=37.59 EXT=0.74 423-424 N 87°26'43" E 75.11 424 727754.45 2460418.40 RADIUS POINT 955.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90`00'00" E closure Precision> 1 in 410992003798.53 Total Distance Traversed> 9769.769 SF%%p 0.224 Ac.Y%p Page 1 Description 410.99 Map Check L34 BLK2-Map check L34 BLl<2 operator CP Project Date 2/2015 Time Wed Feb 18 15:11:12 2015 15005 2PM Course Bearing Distance PT# Northing Easting 423 727751.10 2460343.36 423-422 s 00°34124" W 130.67 422 727620.44 2460342.05 CURVE A=75.93 DELTA=05°16'25" T=37.99 EXT=0.87 422-421 S 81"42113" w 75.91 421 727609.49 2460266.94 RADIUS POINT 825.00 414 726799.46 2460423.41 421-420 N 00°34124" E 132.29 420 727741.77 2460268.26 CURVE A=75.69 DELTA=04°32'29" T=37.87 EXT=0.75 420-423 N 82°55'15" E 75.67 423 727751.10 2460343.36 RADIUS POINT 955.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 414589543985.17 Total Distance Traversed> 9854.670 SF%%p 0.226 Ac.%%p Page 1 Description 414.59 Map check L35 BLK2-Map Check L35 BLK2 operator CP Project Date 2/2015 Time Wed Feb 18 15:13:01 2015 15005 2PM Course Bearing Distance PT# Northing Easting 420 727741.77 2460268.26 420-421 S 00°34 24 W 132.29 421 727609.49 2460266.94 CURVE A=29.53 DELTA=02°03'02" T=14.76 EXT=0.13 421-490 s 78°02129" W 29.52 490 727603.37 2460238.05 RADIUS POINT 825.00 414 726799.46 2460423.41 490-418 S 77°00158" W 47.50 418 727592.70 2460191.77 418-419 N 00°34'24" E 139.12 419 727731.81 2460193.16 419-413 S 89°25136" E 22.49 413 727731.59 2460215.64 CURVE A=53.60 DELTA=03°12'57" T=26.81 EXT=0.38 413-420 N 79°02'32" E 53.59 420 727741.77 2460268.26 RADIUS POINT 955.00 414 726799.46 2460423.41 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 424534146673.94 Total Distance Traversed> 10055.958 SF%%p 0.231 Ac.%%p Page 1 Description 424.53 Map check L36 BLK2-Map Check L36 BLK2 operator CP Project Date 2/2015 Time wed Feb 18 15:14:05 2015 15005 2PM Course Bearing Distance PT# Northing Easting 417 727621.72 2460117.05 417-416 N 00°34124" E 95.85 416 727717.56 2460118.01 416-411 S 89625'36" E 14.92 411 727717.41 2460132.93 411-412 N 00°34124" E 15.00 412 727732.41 2460133.08 412-419 S 89°25'36" E 60.08 419 727731.81 2460193.16 419-418 S 00°34'24" w 139.12 418 727592.70 2460191.77 418-407 S 77°00'58" w 53.50 407 727580.68 2460139.64 407-408 N 45°45126" w 14.74 408 727590.96 2460129.08 CURVE A=83.06 DELTA=07°59'31" T=16.56 EXT=0.58 408-417 N 21°21110" w 33.03 417 727621.72 2460117.05 RADIUS POINT 237.00 409 727520.26 2459902.87 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision 1 in 426260603714.78 Total Distance Traversed> 10443.429 SF%%p 0.240 AC.%%p Page 1 Description 426.26 Map Check L37 BLK2-Map check L37 BLK2 Operator CP Project Date 2/2015 Time Wed Feb 18 15:14:46 2015 15005 2PM Course Bearing Distance PT# Northing Easting 410 727718.42 2460032.88 410-416 5 89°25'36" E 85.14 416 727717.56 2460118.01 416-417 S 00°34'24" W 95.85 417 727621.72 2460117.05 CURVE A=129.82 DELTA=31°23'01" T=66.58 EXT=9.17 417-410 N 41°02'26" W 128.20 410 727718.42 2460032.88 RADIUS POINT 237.00 409 727520.26 2459902.87 Closure error distance> 0.00000000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 310801101928.29 Total Distance Traversed> 3322.330 SF%%p 0.076 Ac.%%p Page 1 Description 310.80 p Ki oB E ggig k�: �S..y dg E 9 ° b yc an d :g a g p I� ! i& 9tl o f h I���o gsre 3 bW�k� ' O� ssg6 �� ffi�bF. Sw.g` gg ;gm OHMag��§� � sk�@ kg g N AIRS a p ext@ k. 3 ".�� HE �+ a s ♦ a a a s a s .: a r i � xo 0 C 58 '81 mni zka ` i 1.-.na-dFStV.Jd.dLt-_---_-_- Ail © � HHH � $ !!! o qg a cq 41i i1's 4 O I O �y' �l it80�®�><o qx � W� AF.04 ® O' 0 �] S ©ry, / � j 1p sv3vnOJ 336wt§ i m A- a on MNK a 1 53993 ' 3p Z'9H NJ6NIU605 Yd'tOl 33 O N Nn S]�m A [4 ry 3AOKl 151Kg1 .M � _ M MN✓XA6Ng � m s CO ` d!!\ 2// } \ \ e«:! %GVI ! — — — — — — — — — — — — — � ! u!. 03 .--= WA „ ; ` � j q ■ S � —a — ��;\�--�-- �` i i v; G? m w]dV ma« K,. § mA' Aa ,, U mEs am *+! « \ wys.«ƒ IVIwaVNIAIUd ea G SlIV1343dVOSONVI OHVOI'NVIaIli3W tt E'ON 8f1S Sa3Nli0O A]UH1 � x`a a ealb ;j MId AHVNIWIl3ad s �lyk§xa sP8p p €OHN ��iii-ks5,�P8R 35 YaFIV$3 7 E y p �5 3 �s Y 33kqq MUNI "11H fib Mal I z Hgg"IfflIzi �sHR WPM � $gig@`s d k_ °� R1.e ii} s� p{Pp sJ11ii IN4 fL xFp"s x3 �Ya ;ee fila C1.Y{5IN Jill O yiRke eiY IiYa ,NO il-& wieeae$aagp�pg w 2qqq y,gg Y4 pp 6�¢ ((O(( Z a�,4 ESYF��E gY�g�Z� i�Y'p y k ay ss ee §;431 pF#xs Y11, 4§§1 rc $ gE¢ 9@s 31s2 S3igg(( sre3�44i°, s pYI Jossis From: Dianne Jossis Sent: Friday, April 18, 2014 9:53 AM To: Kimberly Cutler (Kimberly.m.cutler@usps.gov) Subject: Mailbox Location Approval Request - Three Corners Subdivision Attachments: Three Corners Mailbox Location Request pdf Good morning, Attached is the plat for the Three Corners Subdivision for your review and approval of mailbox post locations. Please let me know if you have any questions. Thank you in advance for your review Dianne Jossis Conger Management Group 1627 S. Orchard Street, Ste 24 Boise, Idaho 83705 Office: 336-5355 Fax: 336-2282 VIA, I uW1iO(O m'WIInI pI/�iN lYIdAW(IAl13Y ' 11AI�a1lOSJl70tl .'apn»ala9m�w raw •b O oa wmxw ZQYNOIANOB1155tlihTW33tlILL 5 xFy% ta R a x� {a: a �• d i:REa a;� � 3i► 3 tj�l? � �� 55€€ y 33 t.i Y,YEyyyiEy3i�y;EsiyylF IRS � ��� t ��;.� EEREEEEEERWEEEE!css;e3Ee gg � III IIIl lIl�lIlII � y'1I1Ip1I1 ' F�'7 i �3} " j 0 Dianne Jossis From: Cutler, Kimberly M - Meridian, ID <Kimberly.M.Cutler@usps.gov> Sent: Friday, April 25, 201410:15 AM To: Dianne Jossis Subject: RE: Mailbox location approvals The mailbox locations you sent look good for all three subdivisions. e L%uato� smd e SOei-;W ilirrU4" M, S3642 WS'- 997- 16-90 From: Dianne Jossis fmailto:construction(&congeraroui),com] Sent: Friday, April 25, 2014 9:42 AM To: Cutler, Kimberly M - Meridian, ID Cc: Dianne Jossis Subject: RE: Mailbox location approvals Thank you for your response.. Attached are the e-mails previously sent along with the subdivision maps_ Thank you for your time to review Dianne Jossis Conger Management Group 1627 S. Orchard Street, Ste 24 Boise, Idaho 83705 Office: 336-5355 Fax: 336-2282 From: Cutler, Kimberly M - Meridian, ID [mailto:Kimberly.M.Cutler@usos.00v] Sent: Friday, April 25, 2014 9:30 AM To: Dianne Jossis Subject: RE: Mailbox location approvals I'm not sure if I didn't receive them or if they got deleted somehow, but could you please resend them. ;< (,utim (✓,gimmm sewkc SIcjM4W V&Ud4aa ?D, 83642 2091.587-7620 From: Dianne Jossis [mailto•constructionRconaeraroun.coml Sent: Friday, April 25, 2014 8:35 AM To: Cutler, Kimberly M - Meridian, ID Cc: Dianne Jossis Subject: Mailbox location approvals Ms. Cutler, Good morning, On 4/18/141 submitted 3 subdivision mailbox location approval requests to you for review. The subdivision names are: - Solterra Subdivision - Three Corners Subdivision - Revolution Ridge Subdivision Please let me know if you require additional information to complete this approval process. Thank you. Dianne Jossis Conger Management Group 1627 S. Orchard Street, Ste 24 Boise, Idaho 83705 Office: 336-5355 Fax: 336-2282 tnaAdvwwn3dd {sa ` IIND aIIOS NDOH ry __a _ a_ �' � { r d s�s�wy sr�r i'NN NOISINwBlISStl3Nd0]33dHL OP-1 OR 71.5.e . l3° x . M u: .. �5pcg•a�6 ti� III ,. � N ii Yr ,�ar�h3 moo. ..av4TB IIS imp A RM Z-- \ 4°e: \ `3a�- u M 0 0 M O Z N L L. wV aW W L s F- 0 N M P') i6 0 a` Hearing Date: March 24, 2015 Project Name: Three Corners No. 3 File No(s): FP -15-008 Request(s): Request for a final plat consisting of twenty-one (2 1) single-family residential building lots and four (4) common lots on approximately 6.81 acres of land in the R-4 and R-8 zoning districts, by Conger Management Group. Location(s): The site is located near the southeast corner of N. Locust Grove Road and Chinden Boulevard in the NW'/4 of Section 29, Township 4N, Range IE.