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Application• Mayor Tammy de Weerd City Council Members: C�E IDIAN Keith Bird �.- Brad Hoaglun Charles Rountree D A H O David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: July 17, 2012 Transmittal Date: June 25, 2012 File No.: FP 12-013 Hearing Date: July 24, 2012 Request: Final Plat consisting of 4 residential building lots on 1.34 acres in an R-8 zoning district for Paramount No. 20 By: Brighton Development, Inc. Location of Property or Project: south of W. Producer Drive between N. Wyman Avenue and W. Peck Street Joe Marshall (No FP) Scott Freeman (No FP) Steven Yearsley (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (No VAR, VAC, FP) Building Department/ Rick Jackson Fire Department Police Department City Attorney City Public Works / Scott Steckline City Planner City Engineer Economic Dev. (CUP only) Parks Department Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health COMPASS (Comp Plan only) Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Control / Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org • • 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 - 0 Conditional Use Permit Modification ❑ Design Review File nurnlier(s): ❑ Development Agreement Modification B Final Plat Project name: , ,�M L4 �- r ❑ Final Plat Modification ❑ Planned Unit Development Date filed:�"MDate complete: -7 --1Z ❑ Preliminary Plat. ❑Private Street Assigned Planner: ❑Rezone Related files: — b 3 AA-® ❑ Short plat 4,4- t3 - ' Jf !G>3/ 371,tL ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment Hearing date: "_Zq_ f ❑ Commission ❑ Vacation (Council) ❑ Variance Council ❑ Other Applicant Information Applicant name: Brighton Development Inc. Phone: 378-4000 Fax: 377-8962 Applicant address: 12601 W. Explorer Dr., #200, Boise, ID Zip: 83713 Applicant's interest in property: 8 Own ❑ Rent ❑ Optioned ❑ Other _ Owner name: Phone: _ Owner address: Zip: Agent name (e.g., architect, engineer, developer, representative): Firm name: Address: Primary contact is: B Applicant ❑ Owner ❑ Agent ❑ Other Contact name: Michael D. Wardle Phone: Zip: E-mail: E-mail: E-mail: Fax: Fax: Phone: 287-0512 Fax: 377-8962 Contact address: 12601 W. Explorer Dr., #200, Boise, ID Zip: 83713 E-mail: "'rdle@bdghtoncorp.com Subject Property Information Location/street address: Connection of Kingsley St. between Paramount 13 and 14 Assessor's parcel numberW— SO425438640 Township, range, section: T4N R1 W Section 25 Current land use: Agriculture Total acreage: / • a!:i Current zoning district: R-8 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org I (Rev. 11129/11) Project Description Project/subdivision name: Paramount Subdivision No. 20 General description of proposed project/request: a 4 -lot single-family phase of Paramount Subdivision Proposed zoning district(s): N/A - no change proposed Acres of each zone proposed: N/A Type of use proposed (check all that apply): ® Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): None Who will own & maintain the pressurized irrigation system in this development? Existing homeowner's Assn. Which irrigation district does this property lie within? Settlers Primary irrigation source: Surface Secondary: Wells Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: 4 Number of building lots: 4 Number of common and/or other lots: none Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: N/A 2 or more Bedrooms: N/A Minimum square footage of structure(s) (excl. garage): 1400 S.F. Proposed building height: two story Minimum property size (s.f): 6976 S.F. Average property size (s.f.): 7625 S.F. Gross density (DU/acre-total land): Z. Cl A Net density (DU/acre-excluding roads & alleys): 7 • / i Percentage of open space provided: N/A - none Acreage of open space: N/A - none Percentage of useable open space: N/A - none (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): "Green" -0.35 ac; corner buffers -0.056 ac. Type of dwelling(s) proposed: 19 Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: _ Date: 6, - / '?. / 7--- 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 11/29/11) BRIGHTON CORPORATION June 19, 2012 Peter Friedman, Planning Director City of Meridian Planning Department Meridian City Hall Meridian, ID 83642 Re: Paramount Subdivision No. 20 Dear Peter, Enclosed is an application for "Paramount Subdivision No. 20, " a four (4) lot, single-family residential phase. There are no common lots in this plat. Statement of Conformance This final plat is in full conformance with: (1) The uses and layout approved by the preliminary plat; (2) the use requirements and provisions of the UDC; and (3) acceptable engineering and surveying practices, and local standards. Applications / Development Aureement applicable to this application Annexation / Zoning Preliminary Plat Conditional Use Permit Development Agreement AZ -03-006 PP -03-004 CUP -03-008 Recorded Inst. # 103137116 Please let us know if you have questions, or require additional information. For Brighton evelopment Michael D. Wardle Director of Planning Brighton Corporation 12601 W. Explorer Drive, Suite 200, Boise, Idaho 83713 www.brizhtoncora.com Tel. (208) 378-4000 Fax (208) 377-8962 PARAMOUNT SUBDIVISION NO. 20 VICINITY MAP SCALE: V = 1000' THE LAND GROUP, INC. Project No. 112083 Date: June 6, 2012 PARAMOUNT SUBDIVISION NO. 20 FINAL PLAT DESCRIPTION A parcel of land located in the Southeast 1/4 of Section 25, T. 4 N., R. 1 W., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 25 and 36 of said T. 4 N., R. 1 W., and Sections 30 and 31 of T. 4 N., R. 1 E., B.M.; Thence North 89°27'26" West, 2681.84 feet on the section line common to said Sections 25 and 36 to the 1/4 Section Corner common to said Sections 25 and 36; Thence leaving said section line, North 42°40'56" East, 1255.32 feet to the southeast corner of Lot 2, Block 37 of Paramount Subdivision No. 14, as same is shown on the plat thereof Recorded in Book 99 of Plats at Page 12759 of Ada County Records, said point being the REAL POINT OF BEGINNING; Thence North 00°37'50" East, 161.00 feet on the exterior boundary line of said Paramount Subdivision No. 14 to an angle point in the exterior boundary line of said Subdivision; Thence South 89°22'10" East, 174.50 feet on the exterior boundary line of said Subdivision to a point of curve; Thence 57.88 feet on the arc of a curve to the left, said curve having a radius of 74.00 feet, a central angle of44°48'51" and a chord distance of 56.41 feet which bears North 68°13'25" East; Thence North 45°48'59" East, 41.93 feet to a point of curve; Thence 31.42 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears North 00°48'59" East; Thence North 45°48'59" East, 52.00 feet to a point of curve; Thence 31.42 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears South 89°11'01" East; .41 Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • www.thelandgroupinc.com Thence North 45°48'59" East, 94.00 feet to a point on the exterior boundary line of Paramount Subdivision No. 13, as same is shown on the Plat thereof recorded in Book 97 of Plats at Page 12128 of Ada County Records; Thence South 44'1 VO 1 " East, 52.00 feet on the exterior boundary line of said Paramount Subdivision No. 13 to the southerly most angle point in said exterior boundary of Paramount Subdivision No. 13; Thence leaving said exterior boundary line, South 45°48'59" West, 94.00 feet to a point of curve; Thence 31.42 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears South 00°48'59" West; Thence South 45°48'59" West, 52.00 feet to a point of curve; Thence 31.42 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears North 89°11'01" West; Thence South 45°48'59" West, 41.93 feet to a point of curve; Thence 38.36 feet on the arc of a curve to the right, said curve having a radius of 126.00 feet, a central angle of 17°26'32" and a chord distance of 38.21 feet which bears South 54°32'15" West; Thence South 36°41'42" East, 71.40 feet; Thence South 44'1 l'Ol " East, 54.00 feet; Thence South 45°48'59" West, 39.75 feet; Thence North 89°22'10" West, 285.58 feet to the real point of beginning. Said parcel contains 1.34 acres more or less. PREPARED BY: The Land Group, Inc. James R. Washburn, PLS or Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 - Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445, www.thelandgroupinc.com • ADA COUNTY RECORD& DAVID NAVARRO AMOUNT 33.00 11 BOISE IDAHO 1215108 01:22 PM DEPUTY Vicki Allen RECORDED When record B iqh onln -REQUEST OF Investments 1I08I1�36I4I61�111I' ed, please return to: Brighton Corporation Attn: Amanda K. Schaus, Esq. 12601 W. Explorer Drive #200 Boise, ID 83713 GENERAL WARRANTY DEED FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, Paramount LLC, an Idaho limited liability company (the "Grantor"), whose address is 12601 W. Explorer Drive, Suite 200, Boise, Idaho 83713 does hereby grant, bargain, sell, and convey unto the Brighton Investments, LLC, an Idaho limited liability company, 12601 W Explorer Drive, Suite 200, Boise, Idaho 83713, ("Grantee"), all of Grantor's right, title and interest in and to that certain real property located in Ada County, Idaho, legally described on Exhibit A-1 and depicted on Exhibit A-2, attached hereto and incorporated herein (the "Premises"). TO HAVE AND TO HOLD the Premises, with its appurtenances unto Grantee, and Grantee's successors and assigns forever. Grantor does hereby covenant to and with Grantee, that Grantor is the owner in fee simple of the Premises; that the Premises are free from all encumbrances created or suffered by Grantor, except those made, suffered or done by Grantee, and except (a) general taxes and assessments, including utility assessments for the current year, which are not yet due and payable, and will be prorated between Grantor and Grantee as of the date of execution of this deed; and (b) any easements, restrictions and conditions of record or shown on the recorded plat, if any, for the Premises or that may be determined by an inspection of the Premises, and that Grantor will warrant and defend the same forever from all other lawful claims. (end of text) GENERAL WARRANTY DEED -1 11129OC4 panrTnn=6oro-MkWLLC-POIBuyauBTr9r&1C on8.01M WPLLCandhdr'MfAsubbBILLCrAnerdWmangDeed 12.22-Kdoo IN WITNESS WHEREOF, Grantor has caused its name to be hereunto subscribed this day of December, 2008. GRANTOR: PARAMOUNT LLC, an Idaho limited liability company By: Brighton Investments, LLC, an Idaho limited liability company, Member By; Blake R. Alder, Chief Financial & Operating Officer Authorized Agent State of Idaho ) ss. County of AP-) On this u+vday of December, in the year of 2008, before me, a notary public for the State of Idaho, personally appeared Blake R. Alder, known or identified to me to be an Authorized Agent of Brighton Investments, LLC, the Member of Paramount LLC, an Idaho limited liability company, the company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that Brighton Investments, LLC, executed the same. ��e.,.. °• �D A K, _S °o°° LA�Tq+? °°e�y��"s Nota Public for Idaho j�a tq My Commission expires 1.Qlf,11 OFID GENERAL WARRANTY DEED - 2 G.9Lepa4ComWY Transa*ns • MiOTU • PDI BuyautfTransactlon 8 - Dissolve PLLC andTrararer Assets b 81LLC1 Aural Warranty Dead 12.22-98.doc 0 North W 423 N. Ancestor Place, Suite 184 Project No. 02-037-01 • Exhibit A-1 Legal Description LLC Boise, Idaho 83704 (2D8) 376-50Do - Pax (208) 376-5556 Date: December 3, 2008 PARAMOUNT LLC PARCELS DESCRIPTION PARCEL A A parcel of land located in the E 1/2 of Section 25, T. 4 N., R. 1 W., B. M., Ada County, Idaho, more particularly described as follows: Commencing at the section comer common to Sections 24 and 25 of said T. 4 N., R.1 W., and Sections 19 and 30, T. 4 N., R. 1 E., B,M.; Thence South 00025'09" West, 540.00 feet on the section line common to said Sections 25 and 30 to the REAL POINT OF BEGINNING; Thence continuing South 00025'09" West, 648.95 feet on the section line common to said Sections 25 and 30 to the northeast corner of that parcel of land described in Deed. Instrument Number 101127461 of Ada County Records; Thence North 71°51'07" West, 342.31 feet (formerly described as 345.83 feet) on the northerly boundary fine of said Deed Parcel; Thence South 00024'33" West, 692.59 feet on the westerly boundary line of said Deed Parcel and the Parcels adjoining said Deed Parcel to the south, to an angle point in the northerly boundary line of that parcel. of land described in Deed Instrument Number 97100966 of Ada County Records; Thence North 89034`44" West, 94.14 feet on said northerly boundary line of said Deed Instrument Number 97100966 Parcel to the northwest corner of said Parcel; Thence North 7802630" "West, 962.67 feet on the northerly boundary line of that parcel of land as described in Deed Instrument Number 103206801 of Ada County Records to the northwest comer of said Parcel; Thence South 00002'30" East, 334.37 feet on the westerly boundary line of said Deed Instrument Number 103206801 Parcel to the southwest comer of said Parcel, said point also being on the northerly boundary line of that parcel of land shown as 5,07 acres on Record -of - Survey Number 5945 of Ada County Records; Thence South 70141'1311 East, 630.88 feet on the southerly boundary line of said Deed Instniment Number 103206801 Parcel to the northwest corner of that parcel of land described in Deed Instrument Number 106011535 of Ada County Records; Paramount LLC Dese.doc GENERAL WARRANTY DEED — EXHIBIT A -'I Pap 1 of 8 ".eB"O'"pany Transae,ions - Misdi'LLC - PDI Buyouffransmiort 8 -Dissolve PLLC and Transfer Assets to BILLCIGenerel Warranty Decd 12-22.08,doe Thence 163.92 feet on the arc of a curve to the left, said curve having a radius of 207.50 feet, a central angle of.4511543" and a chord distance of 159.69 feet which bears North 2311 V07" East; Thence North 00033'16" East, 455.05 feet to a point curve; Thence 31.36 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 89050'04" and a chord distance of 28.24 feet which bears North 45°28'18" East; Thence North 02°47'51" East, 54.05 feet to a point curve; Thence 31.47 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90009'56" and a chord distance of 28.33 feet which bears North 44°31'42" West; Thence North 00033'16" East, 153.00 feet to a point curve; Thence 161.04 feet on the are of a curve to the left, said curve having a radius of 206.50 feet, a central angle of 44°41'01" and a chord distance of 156.99 feet which bears North 211147'1 S" West; Thence North 44°07'45" West, 267.59 feet to a point of curve; Thence 93.95 feet on the arc of a curve to the right, said curve having a radius of 120.50 feet, a central angle of 44°40'10" and a chord distance of 91.58 feet which bears North 21 °47'40" West; Thence North 00032125" East, 200.63 feet to a point curve; Thence 14.76 feet on the are of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41 ° 14'48" and a chord distance of 14.44 feet which bears North 21 °09'49" East to a point of reverse curve; Thence 33.11 feet on the arc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41°14'48" and a chord distance of 32.40 feet which bears North 21 °09'49" East; Thence North 00032125" East, 85.09 feet to a point curve; Thence 31.36 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 89°50'34" and a chord distance of 28.25 feet which bears North 45°2742" East; Thence North 00°22159" East, 12.00 feet to a point on the southerly right-of-way line of West Chinden Boulevard; Paramount LLC Desc.doc Page 3 of 8 GENERAL WARRANTY DEED - EXHIBIT A-1 G:ILepnCompany Transactions - hc,wLLC - Pot BoyoutlTransaction 8 - Dissolve PLLC and Transfer Assets to BILLMeneral Warranty Deed 12-22.08.doc 0 Thence leaving the easterly boundary line of said Paramount Subdivision No. 5, South 89°37'01" East, 1362.70 feet on the southerly right-of-way line of West Chinden Boulevard, said line being 40.00 feet southerly of and parallel with the section line common to said Sections 24 and 25, to the northwest comer of that parcel of land described in Deed Instrument Number 105164930 of Ada County Records; Thence leaving said right-of-way line, South 00°25'09" West, 500.00 feet on the westerly boundary line of said Deed Instrument Number 105164930 Parcel to the southwest corner of said Parcel; Thence South 89°37'01" East, 871.20 feet on the southerly boundary line of said Deed Instrument Number 105164930 Parcel to the real point of beginning. Said parcel contains 78.97 acres more or less. AND ALSO INCLUDING: PARCEL B A parcel of land located in the NW 1/4 of the NE 1/4 of Section 25, T. 4 N., R. 1 W., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section comer common to Sections 24 and 25 of said T. 4 N., R. 1 W. and Sections 19 and 30 of T. 4 N., R. 1 E., B.M.; Thence North 89°37'01" West, 2669.33 feet on the section line common to said Sections 24 and 25 to the 1/4 Section Corner common to said Sections 24 and 25; Thence South 00°32125" West, 40.00 feet on the north -south mid-section line of said Section 25 to a point on the southerly right-of-way line of West Chinden Boulevard (Highway 20/26), said point being the REAL POINT OF BEGINNING; Thence South 89°37'01" East, 303.51 feet on said southerly right-of-way line, being 40.00 feet southerly of and parallel with the section line common to said Sections 24 and 25, to the northwest most corner of Paramount Subdivision Number 5; Thence on the exterior boundary line of said Paramount Subdivision No. 5 for the following courses and distances: Thence South 00022159" West, 12.00 feet to a point of curve; Paramount LIZ DesoAoo Page 4 of 8 GENERAL WARRANTY DEED — EXHIBIT A-1 QUAgal%Company Transactions - MisetPLLC. PDI Buyom\Tmnsaction 8. Dissolve pLLC and Transfer Assets to BILLOGeneral Warranty Dud 12-22.08.doc Thence 31.47 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90009'26" and a chord distance of 28.32 feet which bears South 44°32'18" East; Thence South 00°32'25" West, 84.73 feet to a point of curve; Thence 33.11 feet on the arc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41 °1448" and a chord distance of 32.40 feet which bears South 20°04'59" East to a point of reverse curve; Thence 14.76 feet on the are of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41°14'48" and a chord distance of 14.44 feet which bears South 20°04'59" East; Thence South 00°32'25" West, 200.63 feet to a point of curve; Thence 139.94 feet on the arc of a curve to the left, said curve having a radius of 179.50 feet, a central angle of 44°40'10" and a chord distance of 136.43 feet which bears South 21°4740" East; Thence South 44007145" East, 149.80 feet; Thence South 45°52' 15" West, 25.00feet; Thence North 86015'58" West, 225.83 feet; Thence North 89°2644" West, 254.00 feet to a point on the north -south mid-section line of said Section 25; Thence leaving the exterior boundary line of said Paramount Subdivision No. 5, North 00032125" East, 598.03 feet on the north -south mid-section line of said Section 25 to the real point of beginning. Said parcel contains 4.97 acres more or less. AND ALSO INCLUDING: PARCEL C A parcel of land located in the SE 1/4 of Section 25, T. 4 N., R. 1 W., B. M., Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 24 and 25 of said T. 4 N., R.1 W., and Sections 19 and 30, T. 4 N., R. 1 E., B.M.; Paramount LLC Desc.doe GENERAL WARRANTY DEED — EXHIBIT A-1 CiMegallCompany Transauions- Mise1PLLC - PD1 Buyouffransaction 8 - Dissolve PLLC and Transfer Assets to BILLC\General %Varramy Deed 12-22-M.doc Pup 5 of s Thence South 00025'09" West, 2661.10 feet on the section line common to said Sections 25 and 30 to the 1/4 Section Corner common to said Sections 25 and 30; Thence South 00°23'20" West, 600.51 feet on the section line common to said Sections 25 and 30 to the southeast corner of paramount Church Subdivision, said point being the REAL POINT OF BEGINNING; Thence continuing South 00°23'20" West, 1791.15 feet on the section line common to said Sections 25 and 30; Thence North 89036140" West, 25.00 feet to a point on the westerly right-of-way line of North Meridian Road; Thence South 06°55'25" West, 96.65 feet on the westerly right-of-way line of North Meridian Road; Thence South 00023'20" West, 79.22 feet on the westerly right-of-way line of North Meridian Road, said line being 36.00 feet westerly of and parallel with the section line common to said Sections 25 and 30; Thence South 44145'48" West, 63.32 feet on the right-of-way line of North Meridian Road to a point on the northerly right-of-way line of West McMillan Road; Thence North 89127'26" West, 418.44 feet on the northerly right-of-way line of West McMillan Road, said line being 27.75 feet northerly of and parallel with the section line common to Sections 25 and 36 of said T. 4 N., R. 1 W.; Thence South 00°32'34" West, 27.75 feet to a point on the section line common to said Sections 25 and 36; Thence North 89127'26" West, 842.12 feet on the section line common to said Sections 25 and 36 to the East 1/16 th Section Corner common to said Sections 25 and 36; Thence leaving said section line, North 0002749" East, 660.02 feet (formerly described as North 00000'55" East) on the north -south 1116 th section line of the SE 1/4 of said Section 25 to the northeast corner of Cedarcreek Subdivision; Thence North 89027'28" West, 498.18 feet (formerly described as North 89154'l T'West) on the northerly boundary line of said Cedarcreek Subdivision to the southeast corner of Paramount Subdivision No. 14; Thence North 00037150" East, 431.82 feet on the easterly boundary line of Paramount Subdivision No. 14; Thence South 89022110" East, 174.50 feet on the boundary line of Paramount Subdivision No. 14 to a point of curve; Paramount LLC Dcx.doc Page 6 of 8 GENERAL WARRANTY DEED — EXHIBIT A-1 G:U,eg"ompany Transactions. Misc%PLLC. POI Buyoat\Transaction 3 - Dissolve PLLC and Trensfi;r Assets to B1LMOcneral Warranty Deed 12-22.08.doe Thence 6.86 feet on the arc of a curve to the left, said curve having a radius of 74.00 feet, a central angle of 05°18'36" and a chord distance of 6.86 feet which bears North 87°58'32" East on. the boundary line of Paramount Subdivision No. 14; Thence North 4401101" West, 498.10 feet on the northerly boundary line of Paramount Subdivision No. 14 and Paramount Subdivision No. 12 to the northwest corner of Lot 5, Block 33 of Paramount Subdivision No. 12; Thence North 45048159" East, 275.00 feet on the easterly boundary line of Paramount Subdivision No. 1.0 to the southwest corner of Paramount Subdivision No. 13; Thence South 44°11'01" East, 567.00 feet on the southerly boundary line of Paramount Subdivision No. 13 to the southeast corner of said Subdivision; Thence North 45048'59" East, 114.00 feet on the easterly boundary line of Paramount Subdivision No. 13 to a point of curve; Thence 31.42 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears South 89°11'01" Bast to a point on the southerly right-of-way line of West Peck Street; Thence North 45048159" East, 52.00 feet to a point of curve on the northerly right-of-way line of West Peck Street; Thence 31.42 feet on the are of curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears North 00°48'59" East to a point on the easterly right-of-way line of North Kingsley Street; Thence North 45048'59" East, 208.00 feet on the easterly boundary line of Paramount Subdivision No. 13 and Paramount Subdivision No. 16 to a point of curve; Thence 31.42 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90000'00" and a chord distance of 28.28 feet which bears South 89°1101" East to a point on the southerly right-of-way line of West Valentino Street; Thence North 45048'59" East, 52.00 feet to a point of curve on the northerly right-of-way line of West Valentino Street; Thence 31.42 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears North 00048159" East to a point on the easterly right-of-way line of North Kingsley Street; Thence North 45048'59" East, 36.94 feet on the easterly right-of-way line of West Kingsley Street to a point of curve; Paramount LLC Desc.doc Page 7 of 8 GENERAL WARRANTY DEED — EXHIBIT A-1 G:1LeWCompany Transscnions - MiscTLLC - PD1 Buyouffransaction 9 - Dissolve PLIC and Transfer Assets to BILLOGeneral Warranty Deed 12.22.08.doe Thence 13.10 feet on the arc of a curve to the left, said curve having a radius of 91.00 feet, a central angle of 08°15'03" and a chord distance of 13.09 feet which bears North 41 °41'28" East on said easterly right-of-way line; Thence South 44°11'01" East, 128.88 feet on the southerly boundary line of Paramount Subdivision No. 16 to the southeast most corner of said Subdivision; Thence North 25°51'19" East, 86.16 feet on the easterly boundary Iine of Paramount Subdivision No. 16; Thence North 00023120" East, 903.04 feet on the easterly boundary line of Paramount Subdivision No. 16 and Paramount Subdivision No. 15 to the northeast corner of Lot 2, Block 41 of Paramount Subdivision No. 1.5; Thence South 89136'40" East, 43 8.00feet on the southerly boundary line of Paramount Subdivision No. 15 to the northwest comer of Paramount Church Subdivision; Thence South 00023'20" West, 480.52 feet on the westerly boundary line of Paramount Church Subdivision to the southwest corner of said Subdivision; Thence South 89036140" East, 449.90 feet on the southerly boundary line of Paramount Church Subdivision to the real point of beginning. Said parcel contains 70.37 acres more or less. PREPARED BY: Engineering NorthWest, LLC James R. Washburn, PLS Paramount LLC Desc.doc GENERAL WARRANTY DEED — EXHIBIT A-1 G:U.egaITOM any Transactions - Misc1PLLC - PDl Buyotn\Transaotion 9 - Dissolve PLLC and Transfer Assets to B1LLOGeneral Warranty Deed 12-22-0S.doe Page 8 of 8 Exhibit A-2 Depiction of Property GENERAL WARRANTY DEED— EXHIBIT A-2 G:\Legai\Company Transaoiona - MiuiPLLC - PDI BuyoutlTransacdon 8- Dissolve PLLC and Transfer Assets to BILLOGeneral Warranty Deed 12-22.0g.doo �Ar4AM&UkJrl-0.740 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (address) 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: , /Z 0/ 40, ZL-0 ►Z ?i7� 1Lf�2 � (name) (address) 8-547/3 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 1144'k- day of AI'C-' _, 20 /2 -- (Signature) Z (Signature) SUBSCRIBED AND SWORN to before me the day and year first a ve written. Public for Idaho) REBECCA A. HANKS Residing at: NOTARY PUBLIC STATE OF IDAHO My Commission Expires: zz .4 • /'7 e 0�1 Wing > Ln > Lnjig 0 0 lip, is 0�1 Wing > Ln > Lnjig 0 0 � ori c� l� � i � �i All ................ "71 is � ori c� l� � i � �i All ................ "71 • • I I i F i i o 1a I,�II y IiI i f ��• III ISI o �Ilil� �� aff - �Ilil� ° 0 c ¢¢ VE3 II r i• WK IF �T%'.�, • I I 1a I,�II y IiI i f ��• III wv � W1, o Nil 0 c W - M. JIM -9 wv � W1, Xt 0 c W - M. JIM -9 Xt • Mike Wardle From: Jerry Hastings <jhastings@adaweb.net> Sent: Tuesday, June 12, 2012 4:48 PM To: Mike Wardle Cc: Gene P. Smith (gps.enw@q.com) Subject: Paramount Subdivision No. 20 Name Reservation June 12, 2012 Mike Wardle Brighton Corporation RE: Subdivision Name Reservation: "Paramount Subdivision No. 20" Dear Mike, • At your request, I will reserve the name "Paramount Subdivision No. 20" 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 287-7909 Fax jhastings(a�adaweb.net From: Mike Wardle jmailto:MWardle(u)brightoncorp.com1 Sent: Tuesday, June 05, 2012 4:47 PM To: Jerry Hastings Cc: Gene P. Smith (gps.enw0g.com) Subject: New Subdivisions Jerry, We will soon submit additional phases of several existing developments. Therefore, I request reservation of subdivision names for the following: Paramount - Paramount East (46 -lot preliminary plat expansion of existing Paramount Subdivision) - Paramount Subdivision No. 19 (44 lot phase) - Paramount Subdivision No. 20 (4 lot phase) - Paramount Subdivision No. 21 (37 lot phase) Spurwing Grove Spurwing Grove Subdivision No. 4 (23 lot phase) Spurwing Grove Subdivision No. 5 (16 lot phase) 'RELIMINARY/FINAL J2812008 ADA COUNTY STREET NAME EVALUATION )UBDIVISION NAME: PARAMOUNT SUB NO -La \GENCY and AGENCY FILE NO: Meridian: ►ECTION/ TOWNSHIP/ RANGE: 4N 1W 25 )EVELOPER: ;URVEYOR: PARAMOUNT DEVELOPMENT INC ENGINEERING NORTHWEST LLC 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 Engineer) 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: V. DREYFUSS ST ` / ' W. GABLE ST1- / • W. KINGSLEY ST d. LANGE AVE & / N. MERIDIAN RD N. MITCHUM AVE V. PEPPARD AVE' W. PRODUCER DR'/ • W. VALENTINO ST / V. MCMILLAN RD4 Y THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: V. WOODWARD ST` J ' N. LANGE AVE ' W. KINGSLEY ST V. VALENTINO ST' r THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE CO1vMTIEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT T 4E OF RECORDING. ADA COUNTY ENGINEER MERIDIAN FIRE DEPARTMENT ADA COUNTY HIGHWAY DIS ADA COUNTY SHERIFF reet Approval Sent: y Jim Farrens -ur! DATE 2— 2g ^019 Representative Representative , tim Representative Representative�.l DATE Z•28t� DATE ,, `O U DATE:;Z-DATE� 1 *-BNDRY 12.0618 CLOSURE REPORT Project: PARAMOUNT 20 Monday June 18, 2012 Description: BND CLOSURE Number of Lots: 1 Report Created by: KAM 12.0618 Northing Easting Direction Distance ---------------------------------------------------------------- PLAT BOUNDARYI Courses: 19 11015.2977 13766.6177 S 36041142" E 71.40' 10958.0450 13809.2846 S 44°11'01" E 54.00' 10919.3210 13846.9204 S 45048'59" W 39.75' 10891.6136 13818.4118 N 89022110" W 285.58' 10894.7562 13532.8471 N 00037150" E 161.00' 11055.7464 13534.6188 S 89022110" E 174.50' 11053.8262 13709.1082 Radius Pt: (11127.8217) (13709.9225) Radius: 74.00' Included Angle: 44048151" Length: 57.88' N 68013125" E 56.42' 11074.7555 13761.4975 N 45048159" E 41.93' 11103.9763 13791.5631 Radius Pt: (11118.3186) (13777.6240) Radius: 20.00' Included Angle: 90000'00" Length: 31.42' N 00048159" E 28.28' 11132.2577 13791.9662 N 45048159" E 52.00' 11168.4996 13829.2559 Radius Pt: (11182.4388) (13843.5981) Radius: 20.00' Included Angle: 90000'00" Length: 31.42' S 89°11'01" E 28.28' 11168.0966 13857.5373 N 45048159" E 94.00' 11233.6108 13924.9457 S 44°11'01" E 52.00' 11196.3210 13961.1876 S 45048159" W 94.00' 11130.8068 13893.7792 Radius Pt: (11116.4646) (13907.7184) Radius: 20.00' Included Angle: 90000'00" Page 1 f 9-BNDRY CLOSURE REPORT 12.0618 Page 1 of 2 Length: 31.42' S 00048159" W 28.28' 11102.5254 S 45048159" W 52.00' 11066.2836 Radius Pt: (11052.3444) Radius: 20.00' Included Angle: 90000'00" Length: 31.42' N 89°11'01" W 28.28' 11066.6866 S 45048159" W 41.93' 11037.4658 Radius Pt: (11127.8217) Radius: 126.00' Included Angle: 17°26133" Length: 38.36' S 54032115" W 38.21' 13893.3762 13856.0864 (13841.7442) 13827.8050 13797.7394 (13709.9225) 11015.2977 13766.6177 Perimeter: 1436.01 Area: 58519 Sq. Ft., 1.34 Acres Error of Closure: N 50027134" E 0.011' Error North: 0.007 Error East: 0.009 Precision: 1 in 129674 Page 2 Engineering North West LLC 13601 W. McMillan Rd./ Suite 102-248 June 19, 2012 Boise, Idaho 83713 (208) 376-5000 Mr. Warren Stewart, RE City of Meridian - Public Works Department 660 E. Watertower, Suite 202 Meridian, ID 83642 Re: Paramount Subdivision No. 20 Dear Warren: According to the initial test pit investigations and subsequent monitoring by Associated Earth Sciences (see attached), the ground water within this project was not encountered within depth of 3 feet of the existing ground. Based on the above information, I certify that groundwater would be greater than 36 inches below finished street centerline elevations throughout the project. Should you need further information, please advise. Sincerely, Eugene P. Smith; Enclosure Monitoring Data ASWIATED EARTH SCIENCES,*. s- •i !:- �.�.:_ ; \>r'iis.ti'la �'1':\ - `t>I'f s:i'lta•1;.11. �%'7,.,.:i'.i;•_i\';;;1�'I':`+'ilf.;:1�i !%?: �`. It-1.11.i�,_?.3�•li'..i`4 i;—fll�f3(.a;9t;, 1.'vF�ls'f.-.�il:)'X`;-�1�i.l.i....•�1;'•.:.>ii'r\ Glen H. Logan 6238 Edgewater Drive Boise. Idaho 83709 Phone: (208) 672-9213 FAN: (208) 672-9214 Harley R. Nae 5740 N. Applebrook- Way Boise. Idaho. 83713 Phone & F.a.\: (208) 939-8602 Celi: (.208)850-49_6 April 4, 2005 Jason Davies Engineering Northwest, LLC 423 N. Ancestor Place, Suite 180 Boise, ID 83704 RE: Soil test holes on Paramount Subdivision #6 Three soil test holes were excavated and described on the above -referenced area in a part of the Southwest'/4 of Section 25, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho. The soil descriptions, a vicinity map, and a map showing test hole locations are attached. These test holes will be used for groundwater monitoring and as the basis for storm drain designs. No groundwater was encountered in any of the test holes to 15 feet below ground level at the time of excavation. No mottled colors or other indications of poor drainage were noted in the three test holes. TH1-05 Permeability • Moderately slow to very slow (estimated 0.20 to 0.06 in/hr) from ground level to a depth of 48 inches • Moderate to rapid (estimated 1 to 12 in/hr) from 48 to 174 inch depth TH2-05 Permeability • Moderate to extremely slow (estimated 0.4 to <0.02 in/hr) from ground level to a depth of 54 inches • Rapid (estimated 10 to 12 in/hr) from the 54 inch to 176 inch depth TH3-05 Permeability • Moderate to extremely slow (estimated 1.0 to <0.02 in/hr) from ground level to a depth of 68 inches • Rapid (estimated 10 to 12 in/hr) from the 68 to 166 inch depth PVC pipes were placed in each test hole to facilitate groundwater monitoring. Associated Earth Sciences will monitor throughout the irrigation season, as requested. If you have any questions, please call me at (208) 672-9213. sent via a -mail GLEN H. LOGAN Certified Professional Soil Scientist cc w/attachments: David Turnbull, Brighton Investmenst, Boise, ID Associated Eartk. Storm Drain Test Hole Description & Evaluation Sciences, Inc. Date Of Evaluation: 4/1/2005 Evaluated by: Glen Logan, Certified Professional Soil Scientist Requested By: Brighton Investments Address: 12601 W. Explorer Drive Phone: 378-7082 City: Boise State: ID Zip: 83713 Legal Desc: part of the SW 114 of Section 25, Township 4 North, Range 1 East, Boise Meridian, Ado County, Idaho General Desc: Paramount Subdivision #6, NW of McMillan Rd/Meridian Rd. intersection .,.._L__ O , ....:,.... TH 1 _nl 5188 0 to 9 10YR 3/4 silty clay loam 30 to 32 many very fine & fine none Est. slightly firm moist Depth Color Texture Clay % Roots Mottles Permeability Comments (inches} 10YR 3/4 silty clay loam 27 to 30 few very fine & fine 10% faint 7.5YR 5/6 (in/hr) very firm moist .,.._L__ O , ....:,.... TH 1 _nl 5188 0 to 9 10YR 3/4 silty clay loam 30 to 32 many very fine & fine none 0.2 to 0.6 slightly firm moist 9 to 19 10YR 3/4 silty clay loam 32 to 34 common very fine & fine none 0.2 to 0.6 firm moist 19 to 29 10YR 3/4 silty clay loam 27 to 30 few very fine & fine 10% faint 7.5YR 5/6 0.2 to 0.6 very firm moist 29 to 48 10YR 3/4 silty clay loam 27 to 30 few very fine & fine none 0.2 to 0.6 firm moist 48 to 78 10YR 7/4 fine sandy loam 12 to 14 . none none 1 to 3 friable moist 78 to 103 10YR 5/6 very fine sandy loaml 10 to 12 none none 2 to 4 very friable moist 103 to 174+ 1 variegated extremely gravelly loamy fine sand <5 none none T 10 to 12 loose in place, 15%cobbles General Notes: Slope 0 to 1 percent: No free water_to 174 inches. GPS -29. TNO_nr% 5189 0 to 12 10YR 4/4 silt loam 25 to 27 many very fine & fine none 0.5 to 1.0 friable moist 12 to 16 10YR 5/4 silt loam 22 to 24 many very fine & fine none 0.5 to 1.0 friable moist 16 to 54 moderately cemented, moderately fractured few very fine in upper 4 inches none <0.02 very dense in place 54 to 176 variegated extremely gravelly loamy fine sand <5 none none 10 to 12 loose in place, 20% cobbles General Notes: Slope 0 to 1 percent. No free water to 176 inches. GPS -30. r Associated Eart • Storm Drain Test Hole Description & Evaluation Sciences, Inc. Date Of Evaluation: 4/1/2005 Continuation Sheet Project: Paramount Sub #6 DepthColor 10YR 3/4 Texture Clay % Roots Mottles Est.der ( i Comments (inches ) 10YR 4/4 silty clay loam '27 to 30 common very fine & fine none 0.2 to 0.6 slightly firm moist LI_,_ .,. _1- 4 1 5190 0 to 15 10YR 3/4 silt loam 25 to 27 common very fine & fine none 0.5 to 1.0 slightly firm moist 15 to 28 10YR 4/4 silty clay loam '27 to 30 common very fine & fine none 0.2 to 0.6 slightly firm moist 28 to 40 10YR 4/6 weakly 'cemented fine sandy clay loam 24 to 26 few very fine none 0.2 to 0.6 slightly dense in place 40 to 68 moderately cemented, fractured none none <0.02 very dense in place 68 to 166 variegated extremely gravelly loamy fine sand <5 none none 10 to 12 loose_in place, 20% cobbly General Notes: Slope 0 to 1 percent. No free water to 166 inches. cars I . W, M $ �4O` R S o a§ hh W '- "NVI V,10 'ON NVIOIN3W 'N 'M l'N "IOU I OR mho 0®• ® o 11 I j O O-p0yr IN O P 0 �gv s v I Q P j�� yl W;S 2� 31 S FI / s -o o �s ti O f b> v r�) O S a H Q O' \u 2 C O ti Ni 2 z c� O Z`r Q 81 cj aOcoosN U IO �cy z /zo Q or� _ M.oa.Mocs a I I I Q / Is O $1 :J.I 0 W Lai 3? m•°Ot 2 ,00 L9t 3,04,L£.00N O z Q O `jS Q +1S 0 () b'3AV NVWAM 'N a a V ; k leg_<� €k a Ri �� e" •`-$ �3� !I� ski _ km q F No HNIE grog hir $k . E !E !'0' 0 j �I HIP 4 MA=�w a�a� a ask ,k� = i a W g 2 N n ♦ vi u n b " .. - p"—s€x uolsln n Id j 4 S u� ,l aha lunow 'Jud aduospuel a I @ &j8 / v \ y y \ o \ \ / a \ \ 0 0 Hearing Date: J* -24, 2012 Project Name: Paramount No. 20 File No: FP -12-013 Request: Final plat consisting of 4 residential building lots on 1.34 acres in an R-8 zoning district by Brighton Development, Inc. Location: South of W. Producer Drive between N. Wyman Avenue and W. Peck Street located in the SW '/ of SE '/ of Section 25, Township 4 North, Range 1 West.