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ApplicationMayor Tammy de Weerd City Council Members: E IDIANk Keith Bird i+ Brad Hoaglun Charles Rountree D A H 0 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 Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: 26 -Jan -12 Transmittal Date: January 5, 2012 File No.: RZ 11-007, PP 11-014, CUP 11-010 Hearing Date: February 2, 2012 Request: Public Hearing - Rezone of 12.29 acres of land from an R-15 (Medium High -Density Residential), a TN -C (Traditional Neighborhood Commercial) and a C -G (General Retail and Service Commercial) zone to an R-40 (High Density Residential) zone; Preliminary Plat approval of 2 residential lots and 2 common lots on 17.12 acres in an existing R-15 and proposed R-40 zoning districts; and Conditional Use Permit approval for 264 multi -family dwelling units on approximately 11.53 acres in a proposed R-40 zoning district for Accolade Apartments By: Gramercy, LLC Location of Property or Project: south of E. Overland Road &west of S. Bonito Way between E. Blue Horizon Drive and the Ridenbaugh Canal 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 Parks Department Economic Dev. City Engineer Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health COMPASS (Comp Plan only) Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/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. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 *Fax 208-888-4218 • www.meridiancity.org E IDIAN*, - Planning Department 1 COMMISSION & COUNCIL REVIEW APPLICATION of Review check all that a ►11wl- ❑ Alternative Compliance - ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment Conditional Use Permit ❑ Conditional Use Permit Modification *Design Review ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development *Preliminary Plat ❑ Private Street 4 Rezone ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance /yam Other /:e 1Q4 /' I�r Applicant Information Applicant name: Gramercy LLC Phone: (208) 888-9946 Applicant address: P. O. Box 344 Meridian ID Zip: 83680 Applicant's interest in property: ElOwn ❑ Rent ❑Optioned ❑ Other Owner name: Gramercy LLC Phone: (208) 888-9946 Owner address: P. O. Box 344 Meridian ID Zip: 83680 Agent name (e.g., architect, engineer, developer, representative): Becky McKay (Plat) Firm name: Engineering Solutions LLP Phone: (208) 938-0980 Address: 1029 N. Rosario Street Suite 100 Meridian 1D Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner OAgent ❑ Other Contact name: Becky McKay Phone: 1208) 938-0980 E-mail: —es-beckym@gwestoffice.net Fax: Subject Property Information Location/street address: South of East Overland Road and East of South Wells Avenue (see vicinity map) Assessor's parcel number(s): 83238510850 83238510860 R3238510870 and S1120131600 Township, range, section: T 3N. R.IE., Section 20 _Total acreage: Preliminary Plat 17.12 Acres Current land use: Vacant Current zoning district: C -G, TN -R, R-15 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 ►3 Project Description Project/subdivision name: Accolade Subdivision General description of proposed project/request: Preliminary plat for 2 building lots and 2 common lots on 17.12 acres in an R-15 zone (separate application request for rezone to R-40 on 11.53 acres). Proposed zoning district(s): R-40 (11.53 acres),• 5.77 acres on southern portion to remain R-15 Acres of each zone proposed: 11.53 R-40• remainder R-15 (5.77 acres) Type of use proposed (check all that apply): 0 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Clubhouse and pool tot lots & pathways Who will own & maintain the pressurized irrigation system in this development? Nampa & Meridian Irrigation District Which irrigation district does this property lie within? Nampa & Meridian Irrigation District Primary irrigation source: Ridenbaugh Canal Secondary: City water Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): TBD Residential Project Summary (if applicable) — N/A (separate application submitted for CUP) Number of residential units: 264 Number of building lots: Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): Gross density (DU/acre-total land): Percentage of open space provided: Percentage of useable open space: 2 or more Bedrooms: Proposed building height: _ Average property size (s.f.): Net density (DU/acre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes 0 Multi -family Non-residential Project Summary (if applicable) — N/A Number of building lots: Gross floor area proposed: Hours of operation (days and hours): Percentage of site/project devoted to the following: Other lots: Existing (if applicable): Building height: 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: 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 WRITTEN NARRATIVE ACCOLADE SUBDIVISION PRELIMINARY PLAT, REZONE, CONDITIONAL USE PERMIT AND DEVELOPMENT AGREEMENT MODIFICATION Gramercy, LLC, hereby applies for a preliminary plat, rezone from R-15, TN -R and C -G to R-40 for 11.53 acres, a conditional use permit for 264 multi -family residential units, and a development agreement modification for the Accolade Subdivision and Apartments. The property was originally annexed under Ordinance No. 06-1253, recorded as Ada County Instrument No. 106141053. A rezone to TN -R was completed for a portion of the property under Meridian City Ordinance No. 08-1351, Ada County Instrument No. 108022890. The applicant and/or his predecessor entered into a Development Agreement, recorded as Ada County Instrument No. 106141056, with a subsequent addendum to the development agreement (Ada County Instrument No. 108022888). The property is designated Mixed Use Regional on the Meridian Comprehensive Plan Future Land Use Map. The rezone request is to change the zoning from C -G, R-15 and TN -R to R-40 for a portion of the property. The R-40 designation is needed to allow a higher density than is allowed in the R-15; however, the request is for a maximum gross density of 23.6 units per acre. All property south of E. Griffon Street will remain R-15 and is currently anticipated for development as an assisted living center. The applicant understands a future detailed site plan with a conditional use permit will be required for the southern lot. REZONE FROM C -G, R-15 and TN -R to R-40 The applicant is requesting a rezone of 11.53 acres from C -G, R-15 and TN -R to R-40. PRELIMINARY PLAT The preliminary plat for Accolade Subdivision includes four lots; one lot for the apartment complex, one lot for a possible assisted living development in the future, and two common lots. The minimum lot size is 226,076 square feet, with the average lot size being 469,576 square feet. The property can be adequately served by essential public Facilities and services. Road improvements will be made in accordance with Ada County Highway District standards, and impact fees will be paid to Ada County Highway District with each building lot. CONDITIONAL USE PERMIT See Architect's Narrative. DEVELOPMENT AGREEMENT MODIFICATION As the current owner/developer of Gramercy Subdivision, Gramercy LLC would like to request a modification to the original development agreement of August 14, 2006, recorded on August 14, 2006 as instrument number 106141056 with a subsequent addendum to the development agreement (Ada County Instrument No. 108022888) to reflect new conditions/elevations/site plans for the project. Carver I Thornton Young A DBA OF cty studio PLLC December 19, 2011 Mr. Pete Freidman Interim Director City of Meridian Planning Dept. 33 E. Broadway Ave., Suite 210 Meridian, ID 83642 Re: Accolade Apartments, Gramercy, Meridian, ID Dear Mr. Friedman: This application is for rezone from C -G, TN -R and R-15 zones to an R-40 zone, as well as a conditional use permit, in order to accommodate a new 264 unit apartment complex on a 11.18 acre parcel. 0.53 acres of the original 11.53 acre parcel will be dedicated to Ada County Highway District as new right-of-way in the form of East Loftus Avenue (East Loftus Avenue will connect the temporary dead-end conditions at East Blue Tick and East Goldstone streets). The remaining, unplatted, 5.77 acre parcel to the south of this project will remain undeveloped for now as an R-15 zone. This development includes twelve, 30 foot tall, three-story, apartment buildings in a mix of four-plex and eight-plex buildings (two four-plexes and ten eight-plexes. All of the buildings have low -slope roofs and are aesthetically contemporary. There are two color schemes for all of the buildings in order to break-up, or differentiate, any monolithic character of the development. Site design of this development includes a new Boulevard design main entrance road with wide, landscaped and treed zones on either side of the roadway. It also includes large, common, open space areas between some of the buildings as well as a tot lot, play ground, gazebo, wandering paths, and a clubhouse building with swimming pool. There is over 4.7 acres of open space in this design. This includes 1.8 acres of usable open space. Thank you for your consideration of this project. And thank you for your assistance with design; it is deeply appreciated. Sincerely, Robert L Thornton Member CTY Studio PLLC 220 N. 10th Street, Boise, ID 83702 www.tytc.us REVI PPROVAL BY JAN 0 4 2012 MERIDIAN PUBLIC Legal Description WORKS DEPT. 9 Accolade Apartments - Rezone A parcel located in the W %z of the NE % of Section 20, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the northwest corner of the NE % of said Section 20 (N % Corner), from which the northeast comer of said NE % bears N 89°46'02" E a distance of 2656.88 feet; Thence N 89°46'02" E along the northerly boundary of said NE % a distance of 1306.86 feet to a point; Thence leaving said northerly boundary S 0°13'58" E a distance of 45.00 feet to a point marking the northeasterly corner of Gramercy Subdivision No. 1 as shown in Book 99 of Plats on Page 12619, records of Ada County, Idaho, said point also being the northwesterly corner of Bonito Subdivision, as shown in Book 85 of Plats on Page 9784, records of Ada County, Idaho; Thence S 1 °42'39" W along the easterly boundary of said Gramercy Subdivision No. 1 and the westerly boundary of said Bonito Subdivision a distance of 1252.11 feet to a point marking the centerline intersection of E. Blue Horizon Drive and said easterly boundary of Gramercy Subdivision No. 1 and the POINT OF BEGINNING; Thence continuing along the easterly boundary of said Gramercy Subdivision No. 1 and the prologation thereof and the westerly boundary of said Bonito Subdivision S 1'42'39'W a distance of 893.51 feet to a point; Thence leaving said boundary S 89°54'13" W a distance of 613.48 feet to a point marking the southeast comer of Lot 1 of Block 5 of said Gramercy Subdivision No. 1; Thence along the easterly boundary of said Gramercy Subdivision No. 1 the following described courses; Thence N 0°02'37" E a distance of 341.62 feet to a point; Thence S 89°35'56" E a distance of 89.82 feet to a point; Thence N 0'02'37" E a distance of 273.00 feet to a point; Thence leaving said easterly boundary N 89°35'56" W along the centerline of E. Goldstone St. a distance of 89.47 feet to a point marking the intersection of E. Goldstone St. and S. Wells Ave.; Thence along the centerline of S. Wells Ave. the following described courses; Thence N 0°13'58" W a distance of 75.00 feet to a point; Thence a distance of 93.15 feet along the arc of an 800.00 foot radius curve right, said curve having a central angle of 6°40'17" and a long chord bearing N 3°06'10" E a distance of 93.10 feet to a point; Thence N 6°26'19" E a distance of 116.66 feet to a point marking the intersection of S. Wells Ave. and E. Blue Horizon Dr.; Thence S 89°35'56" E along the centerline of said E. Blue Horizon Dr. a distance of 621.54 feet to the POINT OF BEGINNING. This parcel contains 12.29 acres and is subject to any easements existing or in use. Clinton W. Hansen, PLS Land Solutions, PC January 4, 2012 i.an blit tions Lam Swwyiny am conwmn4 O pL LAAy S Q- - 0 111/18 0 F IV W. Gramercy Parcel Job No. 11-61 ACCOLADE APARTMENTS - RE -ZONE EXHIBIT 7 BAW OF BEANNG 1/40 ------ — N W46W E — OUaAtID "m 1 Jo6.66' 20 REVI ROVAL I QY I JAN 0 4 2012 MERIDIAN PPBLIC WORKS DIEPT 2 _ E am NpmM OIL — — EEA �< o ELMO tnMA rr-91-11in OEM my rat rrrM-r, S W35WE L 21 z 22 ! � I 25 8 9 10 11 12 13 14 15 26 7 6 5 4 3 2 1 0�0 6 E OOPP9t P00i 8T. ,,rpt JO J1 u 35 2 P41 - 9u'-; 28 29 3233 37 42 AREA - 12.29 ACRES S w UNPLATTED 2 "* FS4600' 20 21 013'86' E POINT OF mm4m 3 uQ THOUSAND SPRINGS SUBDIVISION NO. 5 Lan olutions Land Surve in and Consultin 0 50 100 200 Y 9 9 231 E. STH ST STE. A M66DIAK 10 $3642 (20812W2040 1206( 28&2557 fax www.landsokibormbiz Data and Deed Call Listing of File: Accolade Rezone Legal Description.des Tract 1: 12.288 Acres: 535258 Sq Feet: Closure= s29.3107w 0.01 Feet: Precision =1/395645: Perimeter= 3207 Feet 001=s1.4239w 893.51 002=s89.5413w 613.48 003=n0,0237e 341.62 004=s89.3556e 89.82 005=n0.0237e 273.00 006=n89.3556w 89.47 007=n0.1358w 75.00 008: Rt.R=800.00, Are -93.15. Delta -6.1017 BnVn3.0610e 009=n6.2619e 116.66 010=s89.3556e 621.54 Legal Description Gramercy Property - Total Parcel A parcel located in the W '/2 of the NE % of Section 20, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the northwest corner of the NE % of said Section 20 (N % Corner), from which the northeast corner of said NE %< bears N 89°46'02" E a distance of 2656.88 feet; Thence N 89°46'02" E along the northerly boundary of said NE % a distance of 1306.86 feet to a point; Thence leaving said northerly boundary S 0°13'58" E a distance of 45.00 feet to a point marking the northeasterly corner of Gramercy Subdivision No. 1 as shown in Book 99 of Plats on Page 12619, records of Ada County, Idaho, said point also being the northwesterly corner of Bonito Subdivision, as shown in Book 85 of Plats on Page 9784, records of Ada County, Idaho; Thence S 1 °42'39" W along the easterly boundary of said Gramercy Subdivision No. 1 and the westerly boundary of said Bonito Subdivision a distance of 1288.12 feet to a point marking the northeast corner of Lot 3 of Block 7 of said Gramercy Subdivision No. 1 and the POINT OF BEGINNING; Thence continuing along the easterly boundary of said Gramercy Subdivision No. 1 and the prologation thereof and the westerly boundary of said Bonito Subdivision S 1 °42'39" W a distance of 1301.73 feet to a point marking the northeast corner of that parcel of land deeded to the City of Meridian as shown in Deed Instrument No. 106201581, records of Ada County, Idaho; Thence S 89054'13" W along the northerly boundary of said parcel a distance of 520.00 feet to a point on the easterly boundary of said Gramercy Subdivision No. 1; Thence along said easterly boundary the following described courses; Thence N 0005'47" W a distance of 202.00 feet to a point; Thence S 89054'13" W a distance of 39.54 feet to a point; Thence N 0°05'47" W a distance of 242.00 feet to a point; Thence S 89°54'13" W a distance of 39.94 feet to a point; Thence N 0002'37" E a distance of 341.62 feet to a point; Thence S 89°35'56" E a distance of 89.82 feet to a point; Thence N 0002'37" E a distance of 298.01 feet to a point; Thence leaving said easterly boundary N 89°35'56" W along the southerly boundary of Lot 1 of Block 7 of said Gramercy Subdivision No. 1 a distance of 33.81 feet to a point; Thence along the westerly boundary of said Lot 1 the following described courses; Thence N 44°54'57" W a distance of 28.13 feet to a point; Thence N 0°13'58" W a distance of 30.62 feet to a point; Gramercy Parcel Lafi d aILit! 0n-5 Job No. 11-61 Q-----I-nd Surveying and Consulting Thence a distance of 88.96 feet along the arc of a 764.00 foot radius curve right, said curve having a central angle of 6°40'17" and a long chord bearing N 3°06110" E a distance of 88.91 feet to a point; Thence N 6°26'19" E a distance of 66.27 feet to a point; Thence N 48°25'12" E a distance of 26.76 feet to a point on the northerly boundary of said Lot 1; Thence S 89°35'56" E along the northerly boundary of said Lot 1 and Lots 2 and 3 of Block 7 a distance of 570.33 feet to the POINT OF BEGINNING. This parcel contains 17.12 acres and is subject to any easements existing or in use. Clinton W. Hansen, PLS Land Solutions, PC December 12, 2011 �l tions `Land Surveying and Consultlng NL LAND QST R G 0 11118 M 9 P � ��iGTFOF���S T�NW.NP Gramercy Parcel Job No. 11-61 GRAMERCY PROPERTY - SKETCH BASIS OF BEARING 0488" 1140 17 111 17 17 N 89'48'02'E 268888' 114 1306.88' — — 48AD' 20 21 r S 013'58'E 7;1V _ _ _ - c.a�9R. � POINT IOF N 191 1 S 89'35'56' E 570.33' rn BEGINNING v N 4 m N 1 2 w ■ h M AREA 17.12 ACRES I-- — — — b E S!E 1lII !L z THOUSAND SPRINGS SUBDIVISION NO. 5 6 50 100 200 UNPLATIED 0 O pN m 9 z O m 3: 0 L LA ha rO1rI1 118 N w LLa:n4?1ut1mons veying and Consulting 231 E. STH ST., STE. A MERIDIAN, ID 83642 (208) 288.2040 (208.1288-2557 fax wmmlandsolutions.biz Info@landsoludons biz S 873556" E 1 N d m i 0 Ll�g W M N" b z U 8 9 10 11 12 13 14 Z Q N 15 it N 0e •, 7 1 e 5 4 3 2 1 I 0L� fi L1 — E OOPP91 Pdll >sI _ _ z 34 35 u NDNoa P32 1 29 33 3837 41 42 THOUSAND SPRINGS SUBDIVISION NO. 5 6 50 100 200 UNPLATIED 0 O pN m 9 z O m 3: 0 L LA ha rO1rI1 118 N w LLa:n4?1ut1mons veying and Consulting 231 E. STH ST., STE. A MERIDIAN, ID 83642 (208) 288.2040 (208.1288-2557 fax wmmlandsolutions.biz Info@landsoludons biz EXHIBIT A Legal Descrlptlon — Gramercy Property +f CoccTit�a,A� e I� AQ' Engineering North West, LLC I s 112-013/6 00 13601 W. McM1110 Rd.. Ste. IM -748 Boise. Idaho 83713 (M) 376.50M a Fox (208) 376-5556 Project No. 10-000-01 Date: September 20, 2010 GRAMERCY REMAIINDER PARCEL DESCRIPTION A parcel of land located in the West 1/2 of the Northeast Quarter of Section 20, T. 3 N., R. 1 E., B.M., Meridian, Ada Cuunty, Idaho, more particularly described as follows: Commencing at the North U4 Section Comer of section 20, of said T. 3 N., R. I H., from which point the Northeast Comer of said Section 20 bears North 89°4602" East, 2656.88 feet distant; Thence from said North 1/4 Section Comer, North 89146'02" East, 13D6.86 feel on the North boundary line of the Northeast Quartcr ofsaid Section 20; Thence South 00013158" F,ost, 45.00 feet to the Northeasterly corner orGramercy Subdivision No. 1, as.ssme is recorded in Book 99 of Plots of Page 12619 ofAda County Records, said point also being the Northwest corner of Bonito Subdivision, as same is recorded in Book 86 of Plats at Page 9764 of Ada County Records; Thence South Of 142139" West, 1511.18 feet an the Easterly boundary fine of said Gramercy Subdivision No. 1 and the Westerly Boundary line of said Bonito Subdivision to the REAL POINT OF BEGINNING; Thence continuing South 01*42'39" West, 1079.66 fest on the Waarerfy Boundary line of said Bonito Subdivision to the northeast corner ofthat parcel of land deeded to the City of Meridian, as described in Decd insu mcnt Number 106201581 or Ada County Records; Then= Saudi 89"54' 13" West, 520.00 feet on the northerly boundary line of said City of Meridian Parcel to a point on the easterly boundary line of said Gramercy Subdivision No. 1; Thence on Cx =stcrly boundary line ofsaid Gramercy Subdivision No. f for the following entries and distunces: Thence North 00"05'47" West, 202.00 feel; Thence South 89°54'13' West, 39.54 feet; Tbcncc North 00°05'47' West, 242.00 feet; Thence South 89°54'13' West, 39.94 feat; Thence North 00"02'37" East, 341.62 feet; GMLy RCM.Bu H Fa,=I cued" Purchase and Sate Agreement - 5 976259 8 Thence South 891*3556" East, 89.82 feat; Than=Nurlh 00'02'37" East, 298.01 feet; 'i'hcoce South 8903515611 East, 292,53 fret to a point of curve; Thence 46.80 feet an the arc of a curve to theright, said awe having a radius of75.00 feet, u contml angle of 35'45'15` and a chord distance of46.05 feel which beats South 71043'19i1 East; Thence North 36'09'18" Fast, 17.42 feel; Thencc South 3903556" East, 195.60 feet to the real point of beginning. Said parcel contains 14.08 acres acme or less. Gl-) ncm..drr Rust lkr.da PREPARED BY; Engioecring NorthWeat, LLC James R. Washburn, PLS Py. 2 of 3 j � � 1 Purchase and sale agreement - 6 9762598 j a_ 1 S 69'35'56'E 570.33'_ I � — N 48,25'12•E — — — — — — — — — —• — �;� N 662fi'19'E CURVE STA II i 66.27' eltitit ROM me fk a+r cc-.D amo lNz Cl 1510 BMW M" JIM LIN It OiWur c 1 14 W'13'581Y 30.62' SII N 4454'5714 2BN 69'35'56'41 my 1 34.12' ASSISTED UV114G 1 6.411 Acres zl �1 al of N �l N W w 'v ml 1 c _ _ 5 B9'35'S6'E 534.19' - --- i B9'35'S6'E vNi — — — — — — — — — - - —89.82' 1 1 1 I z I IN II� r I 5 B9'54'ISSV o 3994' Oil FUTURE MULTI-FAMILY .1 — '- 10986 Acres f 1 Icpq cn1 µ1 Iy y r r.l0 5 69'54•'13'17 j _ - --- ?9.54' f I 0 5 B9'54'131Y 519.53' 1^ I 1 The Grantees herein have read and approved thefiollowing_ Title File No.: LTOS-15278 — AOA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 BOISE IDAHO 12131108 04:68 PM DEPUTY Ronnie 0118611119 III IlII�I�IIIiIII��IIII�II�II�IIII�II RECORDED—REQUEST OF 108138344 Uwyere Title CORPORATE WARRANTY DEED FOR VALUE RECEIVED, TUSCANY DEVELOPMENT, INC., an idaho Corporation a corporation organized and existing under the laws of the State of Idalm, with its principal office at 660 E. Franklin Road Meridian, ID of County of Ada , State of Idaho, GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto GRAMERCY, LLC, an Idaho Limited Liability Company GRANTEES(s), whose current address is: 660 E. Franklin Road , Meridian, ID die following described real property in Ada County, State of Idaho, store particularly described as follows, to wit: See attached Legal Description See Exhibit B attached hereto and made a part hereof. TO HAVE AND TO HOLD die said premises, with their appurtenances unto die said Grantee(s), and Grantee(s) heirs and assigns forever. And die said Grantor(s) does(do) hereby covenant to and with die said Grantee(s), that Grantor(s) isiare die owner(s) in fee simple of said premises, that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreentents,(if any) of record, and general taxes and assessments, (including irrigation and utilityassessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same front all lawful claims whatsoever. The officers who sign this deed hereby certify that this deed and die transfer represented thereby was duly authorized under a resolution duly adopted by the board of directors of the Grantor at a lawful meeting duly held and attended by a quorum. In witness whereof, die Grantor has caused its corporate thane to be hereunto affixed by its duly authorized officers this 31st day of December , in the year of 2008, Tuscm Devekopment, Irlc B _ By Ror.Bass, Vice Pres President Attest0 X By R. Craig Groves, Secretary Secretary STATE OF Idaho . County of Ada as. On this 31 at day or December in the year of 2008, before nue the undersigned, a Notary Public in and for said State, personally appeared Robert R. Bass and R. Craig Groves known or identified to me to be the Vice Pres & Sec of the corporation that execul sYiP@a4 ienL or the personS who executed on behalf of said corporation, and acknowledged t c c ora'. executed the same. Signature:/Gid//NN/Yl� coo Name: Kimbertle S, Blasius �UisOc' Residing at: Boise, Idaho A�1 000O06p0°P�e•'• My commission expires: �/ 71113 °000°°ode Fno�°°°•° Lawyers Title of Treasure Valley Exhibit "B" Subject to that certain Deed of Trust, Security Agreement, Assignment of Leases and Rents and Fixture Filing, executed by Tuscany Development, Inc., an Idaho Corporation as Grantor; Title Services, LLC dba Lawyers Title of Treasure Valley as Truste and Magnet Bank, a Utah Corporation as Beneficiary, recorded June 27, 2007 as Instrument No. 107091715, records of Ada County, Idaho. Further, the beneficial interest of said Deed of Trust was Assigned to M&I Marshall & Isley Bank, by Assignment of Deed of Trust, recorded August 1, 2008 as Instrument No. 108088445, records of Ada County, Idaho. Which Grantor herein agrees to pay. Grantee further agrees to be liable for any unfiled mechanics liens 100 LEGAL DESCRIPTION Lots 1 through 8 of Block 1 Lots 1, 2, 6, 7, 8 and Lots 10 through 15 of Block 2 Lots 2, 3, 4, 5, 6 and Lots 9 through 43 of Block 3 Lots 1, 2, 3 of Block 7 Lot 1 of Block 4 Lot 1 of Block 5 Lots 1 through 14 of Block 6 of GRAMERCY SUBDIVISION NO. i, according to the official plat thereof, filed in Block 99 of Plats at Pages 12619 though 12622, records of Ada County, Idaho. ADA COUMTY RECORDER J. DAVID WARRO AMOUNT 14.00 DOME VkW1/10110 03:10 PM i�� II�'ll"II�'�'III��I'I��II'II RECORDED—REQUEST OF 118188039 OEPUIY Yldd AIM Whert recorded, please return to: Odom al"d.0llb Christopher J. Beeson Givens Pursley LLP 601 W. Bannock Street Boise, Idaho 83702 (208)388-1200 SPACE ABOVE 7}11s LINE FOR RECORDERS USE ONLY SPECIAL WARRANTY DEED FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, Brighton Investments, LLC, an Idaho limited liability company ("Grantor"), hereby grants, bargains, sells, and conveys unto Gramercy, LLC, an Idaho limited liability company, whose current address is 1710 S. Wells Avenue #110, Meridian, Idaho 83642 ("Grantee"), that certain real property located in Ada County, Idaho, as more particularly described in Exhibit A attached hereto and made a part by reference ("Property"). Grantor warrants that the Property is free from all encumbrances created by Grantor. IN WITNESS WHEREOF, Grantor has executed the within instrument as of the -&day of October, 2010. GRANTOR: BRIGHTON INVESTMENTS, LLC, an Idaho li ' ed liability company By a d W. Turnbull Managing Member State of Idaho ss. County of Ada ) O;, this day of October, 2010, before me, a Notary Public in and for said State, personally appeared David W. Turnbull, known or identified to me to be the Managing Member of Brighton Investments, LLC, the limited liability company that executed the instrument or the person who executed the instrument on behalf of such limited liability company and acknowledged to me that such limite Mbomip,any executed the same. 0, K. Scy Notary Publiqr Idaho dingat 7G�. s Commission ex it stat/. �oT��r M g y P t SPECIAL ijARk�b AM! f CY) I 999072_1 [gQ�3a► ••�•''ge ''Z0 * AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ) ss. COUNTY OF ADA ) I, Gregory B. Johnson, Manager of Gramercy, LLC, P.O. Box 344, Meridian, ID 83680, 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: Rob Thornton Carver ( Thornton I Young 3426 W. Hillcrest Drive Boise, ID 83705 C 208.344.0322 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 _day of �� , 2011. 44 (Signature) 61,11 6111" SUBSCRIBED AND SWORN to before me the day and year first above written. (No Public for Idaho) Z Residing at: P /tC.i(Un (c� ci �- O �• My Commission Expires: ���'',q�E OF �0��` 'ot������N�` AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ) ss. COUNTY OF ADA ) I, Gregory B. Johnson, Manager of Gramercy, LLC, P.O. Box 344, Meridian, ID 83680, being fust 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: Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 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 17 7-4dayof ' �/ � —' '2011. '(Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. tl`®0%§116610®®B Wj,-_ ..r— j ,,d� (Notary Public for _daho) • Residing at: lNe,+l1tkut t s ®�� My Commission Expires: �l ( D-(2-0 t� OI' 001111111110 251 CERTIFICATE OF ORGANIZATION -- ` ` "0 "" LIMITED LIABILITY COMPANY 08 DEC 24 PHO --04 (Instructions on back of application)r , _ , sEcl�;_ , "! 0I- ST ATE 1. The name of the limited liability company is: STATE OF IWO Gramercy, LLC 2. The complete street and mailing addresses of the initial designated/principal office: 660 E. Franklin Road, Suite 240, Meridian, Idaho 83642 (street Address) P.O. Box 344, Meridian, Idaho 83660 (Mali ft Address. U di f rwft than street address) 3. The name and complete street address of the registered agent: Gregory. B Johnson 660 E. Franklin Road, Suite 240, Meridian, ID 83Q42 Name) (Street Address) 4. The name and address of at least one member or manager of the limited liability company: him Gregory B. Johnson Address 660 E. Franklin Road, Suite 240 Meridian, ID 83042 5. Mailing address for future correspondence (annual report notices): P.O. Box 344, Meridian, ID 83680 6. Future effective date of filing (optional): Signature of organizer(s). (An organizer Is a member, or Is acting in behalf of a member or membe ). Signature Typed Name: Michas pink Signature Typed Name: Secretary of State use only a IDAIIB �pEiiiflY � S�®® s 12*/24/2698 0 CU am 025 BAR I a 1 Bi1N N 1 18 US EM17E C 0 3 If 21.02 H w On LOIS 1-3, BLOCK 8, CRAMERCY SUBDIVISION NO. 1, AND PORTION OF THE NE1 j Y OF SECTION 20, T.3N., R.1 E., B.M., MERIDIAN, ADA COUNT`!, IDAHO VICINITY MAP 1"=1000' CITY OF MERIDIAN PRE-APPLICAnON-MEEMG NOTES Pro*VSubdivision Name: fe- Applicant(syContact(s): e ck 6l City Staff P, -4e Location: Sa a o�✓���dv�Qs Comprehensive Plan Future Land Use Map Desigr Design Guidelines Developmeet Context+ Proposed Use: N1u 7,i-; -<<� Existing Use: Surrounding Uses: Street Buffer(s) and/or land Use Buffer(s): /o Open Space/Amenit'ies/Pathways: Ica - ,Co Access/Stub Streets/Street System: y 5-4, y Sewer & Water Service: A- F+&- qPl w Topography/Hydrology/Floodplain Issues:,_ History: XZ -off - 6V e /Z Additional Meetinc Notes. 1 Size of Property • _- c� . ,�_.-,., d let � � �•{ / S�� e Proposed Zoning: R -q -o Existing Zoning: l s .. 7 A C�aM� Other Agencies/Departments to Contact: ❑ -Ada County Highway District ❑ Nampa Meridian Irrigation District Public Works Department ❑ Idaho Transportation Department ❑ Settler's irrigation District Building Department ❑ Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other. Application(s) Required: Administrativq Design Review rl Alterative Compliance ❑ Annexation ❑ City Council Review ❑- Comprehensive Plan Amendment - Map ❑ C9mprehensive Plan Amendment - Text �] Conditional Use Permit ❑ Conditional Use Permit Modilication/Transfer ❑ Development Agreement Modification ❑ Final Plat ❑ Final Plat Modification Planned Unit Development .Preliminary. Plat Private street ❑ Short Plat ❑ Time Extension - Council ❑ UDC Text Amendment ❑ Vacation ❑ Variance ❑ Other. Notes: 1) Applicants are. required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) An applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may, affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Applicant(s)/Contact(s): ix - 6 TGA hon J CityStaff: 6. y AL na a Location: o� ; Comprehensive Plan Future Land Use Map Designation: Size of Property. t ZD cc,/.p� Design Guidelines Development Context: d q, t, sw •-� �= r�`�-' °�`"' ''G f Proposed Use: /1" ( zr, - 4." ( e) Proposed Zoning: x- Existing Use: 4e A.� Existing Zoning: Iz!� G Surrounding Uses: C o- �� o.,- s Street Buffer(s) and/or Land Use Buffer(s): 7-27 Open Space/AmenitieslPathways: 6-4,- em, -' L- h Q c o G/ Access/Stub StreetslStreet System:: 11�4 al{ s 710 Sewer & Water Service. ✓i- , O r d -,- 5—e " ~') �c,0rc�ti0.� r )°N� Ieya✓�v 1 Other Agencies/Departments to Contact: • a."^"�� MAda County Highway District K";s� oke 10-L El Nampa Meridian Irrigation District Public Works Depaitmenrf Idaho Transportation Departrnent ❑ Settler's Irrigation District ❑ Building Department ❑ Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: Administrative Design Review E]Conditional Use Permit Modification/Transfer ElShort Plat Alternative Compliance Development Agreement Modification ❑ Time Extension - Council ❑ Annexation ❑ Final Plat ❑ UDC Text Amendment ❑ City Council Review ❑ Final Plat Modification 9 Vacation ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Variance ❑ Comprehensive Plan Amendment - Text Preliminary Plat ❑ Other } Conditional Use Permit Private Street 9 Re2ah.e. Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat), and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: (D=nom /�ss�� L,-' - ) City Staff. Location: M,e f f Comprehensive Plan Future Land Use Map Designation: _Z, Design Guidelines Development Context: 6t,,. b— /S- � Proposed Use: ass sal / A--A_,dr. Existing Use: i PI Surrounding Uses: c o -A, c, �_ t , , �. e Street Buffer(s) and/or Land Use Buffer(s): Open Space/Amenities/Pathways: % , " 66 Access/Stub StreetslStreet System: 5/ ' Sewer & Water Service: ` Topography/Hydmiogy/Floodplain Issues: AIA Canals/Ditches/lriiggdon/Hazards: 2.0-,5a,k s History: Additional Meeting Notes: 5 ( /fw") Date: '�/-Z -7- // Size of Property: _ Proposed Zoning: -qV. Existing Zoning: -r s C- 4 M T N - v t���•• t -ye 8 -S i ��. G L-1 4C W-fe a I ,a - 4 \Je e i .: `s�Q ! %2 C a e G (� e G 0 a '0 /. —j w / r h4 �l^ r i (✓� /y`'ay d► c r�� �a,,/ UQ c w7�D 'i� L �. Pt,Q.4r('a�� tri "t• .� // es rY" en f-. rJ Q/? dJ"G.� •'...1� _ G` 4, 24�r Yt9 f -F i -±g E t 1 GoKe i/ c e t/ Lw Oa A k nr41 C o AG // t �,f} ✓�'D� Se�Qt�? /%a se Other Agencies/Departments to Contact: i� Ada County Highway District G Sty ❑ Nampa Meridian Irrigation District Idaho Transportation Department ❑ Settier's Irrigation District ❑ Sanitary Services Company ❑ Police Department �? ! ❑ Central District Health Department Fire Department Jo R_ 5•. Application(s) Required: xi Administrative Design Review Alternative Compliance ❑ Annexation ❑ City Council Review ❑ Comprehensive Plan Amendment - Map ❑ Comprehensive Plan Amendment - Text 0 Conditional Use Permit 4- kwfh al-' ❑ Conditional Use Permit Modification(i ransfer Development Agreement Modification [ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development �] Preliminary Plat M Private Street crn�� oafs% e.5z' G tcJ �,jr! �. •tet. ❑ Public Works Department ❑ Building Department ❑ Parks Department ❑ Other: ❑ Short Plat ❑ Time Extension -Council ❑ UDC Text Amendment Vacation Variance ❑ Other (Votes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat), and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. EfGhWEERING planning and engineering communities for the future S LUTIONSUP INVITATION November 23, 2011 Dear Property Owner: 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 E-mail: beckym@gwestofFice.net The City of Meridian (Code § 11 -5A -5.C) requires that, prior to submitting an application, the applicant provide an opportunity for a meeting between the applicant of the proposal and the property owners within 300 feet. This is an invitation to a neighborhood meeting concerning property located south of E. Overland Road and east of S. Wells Avenue. A map is enclosed that shows the location of the property. The neighborhood meeting will be held: WHEN: Thursday, December 1, 2011, at 6:00 p.m. WHERE: Meridian City Hall 33 East Broadway — Conference Room A Meridian, ID 83642 As we discussed at the previous neighborhood meeting, we are having a second meeting to present a revised site plan. The applicant, Gramercy LLC, will be requesting a preliminary plat, conditional use, development agreement modification and rezone from R-15 (Medium High - Density Residential District), TN -R (Traditional Neighborhood Residential District) and C -G (General Retail and Service Commercial District) to R-40 (High -Density Residential District) for an apartment complex and assisted living development. Significant changes to the original site plait have been made, and the applicant is no longer requesting a rezone of the souti ern portion of the property, which is currently zoned R-15. If you have questions concerning the application and cannot attend the meeting, please feel free to call me at 938-0980. Sincerely, Engineering Solutions, LLP l/r Becky McK Planner Wss Enclosure ACCOLADE SUBDIVISION (EAST GRAMERCY APARTMENTS/ASSISTED LIVING) NEIGHBORHOOD MEETING SIGN-UP SHEET OCTOBER 26, 2011 5:30 P.M. Address Phone Number E -Mail Address Name 2'7 6',.( &(Vo- f) Zs''{ u G. Poi„ -1 %%— I3Li0 CL�..L CQ r Q 04-, �Z e� ►�; my��s 1� � �rJ leom 3��;s- � o-ss'9q M,t<e rgQo 0 jA 1 �..�r.,Ov,C-ani I heite4ohm, AQA e,l1GOYP ►rte n AJf��cT2 a�4.Cvw. Fey- Z ��o E. 6,0 ,,,, 8��_(Dgg rcrfj o -;) Q. i z -7 a Z r I _2 APPLICATIONS WILL NOT BE ACCEPTED UNLESS ALL APPLICABLE ITEMS ON THE CHECKLIST ARE SUBMITTED. COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11=5A-5. Applicant/agent signature a� Dat 'ANI»16 mlw;i 111MV, i��RI II 0 ronty�a2, ton SITE iliil1l Ii111111 1I NT �r �mlgiggler IN all hit TW -0,91 WA 11 *1110.11-1 1IfLP41 CIN�E� 7Lur►n STRaTa GEOTECHNICAL ENGINEERING 8, MATERIALS TESTING �othc9ri l'. From 4-1-- G*rr0'4Kd uP Mr. Taylor Merrill The West Park Company, Inc. P.O. Box 344 Meridian, ID 83680-0344 Dear Mr. Merrill: November 8, 2006 File: WESTCO B06186C RE: SUPPLEMENTAL LETTER REPORT Pavement Subgrade Recommendations Proposed Commercial Development Overland Road and Eagle Road Meridian, Idaho STRATA, Inc. is pleased to present our supplemental recommendations to our originally authorized preliminary geotechnical engineering evaluation for the proposed commercial development to be located south and west of the intersection of Overland Road and Eagle Road in Meridian, Idaho. The purpose of our additional services was to characterize soils exposed in roadway subgrade elevations and to perform laboratory r - value testing such that we may provide site-specific pavement section design parameters. STRATA has previously provided a preliminary geotechnical evaluation for a portion of the proposed development and issued a letter report dated August 21, 2006. Our scope of additional services is limited to provide recommendations for roadway areas only and associated laboratory testing. PROJECT UNDERSTANDING We understand you plan to develop an approximate 80 -acre parcel for future retail and commercial development, as well as residential development. Commercial and retail development is anticipated to be located in the northern and central portions of the site, with residential development proposed in the southern portion. The site will be accessed from Overland Road to the north and by local streets to the east and west. FIELD EXPLORATION AND LABORATORY TESTING At your request, on October 12, 2006, STRATA observed the distribution of soils exposed at roadway subgrade elevations and collected samples for laboratory R -value testing. At the time of this inspection, soils exposed in roadway subgrade elevations primarily consisted of clayey gravel and clayey sand fill overlying native silt soils. The subgrade was observed in numerous areas, and based on these observations, as well as discussions with Mr. Lonnie Riggs of Laser Land Leveling, we understand that surficial clay has been removed from all roadway areas during grading operations. Soils encountered in the roadway subgrade elevations were sampled in numerous locations, and laboratory testing was performed to further characterize the soils and provide IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com 8653 'W. Hackam ase DrMsa, Idaho, 83,70 Proposed Commercial Development Overland Road and Eagle Road File: WESTCO B06186C Page 2 parameters for pavement section design. Laboratory testing included R -value testing and laboratory index testing. Laboratory test results are attached as Plate 1 and Plate 2. Pavement Considerations STRATA has previously provided recommendations for preparation of pavement subgrades in our letter report dated August 29, 2006. Assuming that all pavement subgrades are prepared in accordance with our previously recommendations, the following pavement sections may be used for design for ACHD roadways. Collector Streets - Flexible Pavement (TI=8) 3.0"- Class III asphalt concrete top course 6.0"- %-inch-minus, crushed sand and gravel base course 14.0" - Pit -run sand and gravel subbase course Local Roadways - Flexible Pavement (TI=6) 2.5"- Class III asphalt concrete top course 4.0% %-inch-minus, crushed sand and gravel base course 10.0" - Pit -run sand and gravel subbase course The above recommended flexible pavement sections are based on a maximum 20 - year design life and a traffic index (TI) of 8.0 considering collector roadways and a TI of 6.0 considering local roadways. Pavement section design has been performed in accordance with the gravel equivalent method using ADA County Highway District (ACHD) substitution ratios. Pavement section designs are based on an R -value of 18. This R -value has been assumed for design based on the presence of clayey sand and clayey gravel structural fill in the majority of the roadway subgrades. Note that structural fill must be compacted and tested prior to placement of subbase course for pavements. Additionally, if clayey gravel or clayey sand structural fill, as observed during our site visit is not utilized; an alternative pavement section may be considered. However, based on conversations with you and with Mr. Lonnie Riggs, we anticipate that approximately 12 inches of clayey gravel structural fill will be present at subgrade elevation in all pavement areas. The subbase should consist of 6 -inch -minus, well -graded sand and gravel consistent with Idaho Standards for Public Works Construction (ISPl\1C) Section 801 and with less than 10 percent passing the No. 200 sieve. The base course should consist of 3/4--inch- minus, well -graded, crushed sand and gravel with less than 9 percent passing the No. 200 sieve and consistent with ISPWC Section 802. The subbase and base course should be compacted in accordance with the Earthwork section of the previous report. The asphalt concrete for the flexible pavement area should have material properties as specified in ASTM D 3515 and have a mix design with a maximum aggregate size between 3/4 and 3/8 inch. The asphalt concrete should be compacted as required by iSPWC Sections 809 and 810. We recommend crack maintenance be accomplished in all pavement areas as needed and at least every three to five years to reduce the potential for surface water infiltration into the pavement section and underlying subgrade. Additionally, periodic IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com Proposed Commercial Development Overland Road and Eagle Road File: WESTCO B06186C Page 3 grading and maintenance will be required in gravel yard areas to prevent rutting of base course. Evaluation Limitations This supplemental letter report has been prepared solely to evaluate pavement subgrade soils and provide recommendations for pavement section design for proposed roadways within the above noted development. STRATA has previously provided preliminary geotechnical recommendations for foundations, slabs, pavements, and stormwater disposal for a portion of the proposed development in our previously issued letter report. Our services consist of professional opinions made in accordance with generally accepted geotechnical engineering principles and practices, as they exist in Southwest Idaho at the time of this report. This acknowledgement is in lieu of all express or implied warranties. This report has been prepared exclusively for the use of the Westpark Company and their retained design consultants. We cannot be held responsible for any other use or misuse of this report. We appreciate the opportunity to assist you on this project. If you have any questions, please call. The following plates accompany and complete this report. Plates 1 and 2: M GW/kf Laboratory Test Results Sincerely, STRATA, INC. CG ichael G. Woodworth, PP�; Geotechnical Engineer cc: Ms. Rachel Summers, Engineering Solutions, Inc. *- IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com R -VALUE IDAHO T-8 Project: Commercial Development Client: West Park Company Sample ID: Subgrade Soil Location: Brand's Jewel Soil Description: Silty SAND (SM) (With Calcium Carbonate) R VALUE DATA Percolation: TraceFP'oint AS RECEIVED Point 2 Point 3 Exudation, PSI 185 330 Dry Density, PCF 103.7 103.2 102.9 Moisture Content, % 20.1 19.7 19.0 Exp. Pressure, PSI 0.00 i 0.09 0.22 0 M 0'6Iq 0. 04 d 3 N 0 O P. Lab Number: B61_2151A File Name: WESTCO B06186A Date Sampled: 10/12/06 Sampled by: BN Date Received: 10/12/06 Tested by: AM/Strata SOIL CONSTANTS R VALUE: 71 0 0 0 0 0 Co 0 0 r n 0 0 0 0 O N -GRADATION: AASHTO T-11, T27 i SCREEN AS RECEIVED AS TESTED �nNNMI % PASSING I % PASSING i 4" T' 2• 100 1" I 3/4" 98 I 100 i 112" I 3/8" i No. 4 I 93 I i No.8 No. 16 No. 30 No. 50 No. 100 WIN No. 200 28 I nun�u�n 0111111111 n� nnnn nnn�rr►.�►.� n�• e nKV,WMAW nuil Lab Number: B61_2151A File Name: WESTCO B06186A Date Sampled: 10/12/06 Sampled by: BN Date Received: 10/12/06 Tested by: AM/Strata SOIL CONSTANTS R VALUE: 71 0 0 0 0 0 Co 0 0 r n 0 0 0 0 O N -GRADATION: AASHTO T-11, T27 i SCREEN AS RECEIVED AS TESTED SIZE % PASSING I % PASSING i 4" T' 2• 100 1" I 3/4" 98 I 100 i 112" I 3/8" i No. 4 I 93 I i No.8 No. 16 No. 30 No. 50 No. 100 i No. 200 28 I O L i O O O 0 0 0N O O O R value Note: This report covers only material as represented by this sample and does not necessarily cover all soil from this layer or source. Reviewed by: STRaTa i3 Fx,rECIinGC::.i..'c i:GNi E.i::NG S..^.t/•`e_r.;A— '..3T' K; 4f.<Gy?�..f�1�^Vf. I R -VALUE IDAHO T-8 Project: Commercial Development Client: West Park Company Sample ID: Composite Sample Location: Copper Point, N. & S. Gramercy Way Soil Description: Clayey SAND w/Gravel (SC) 0 v eM Iv C LV 0 O 0 0 0 0 0 Lab Number: 1361-215113 File Name: WESTCO B06186A Date Sampled: 10/12/06 Sampled by: BN Date Received: 10/12/06 Tested by: AM/Strata SOIL CONSTANTS R VALUE: 19 W . LC It C c u c GRADATI SCREEN SIZE 4" 3" 2" 11 3/4" 1/2" 3/8" No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 ON: AASHTO T-11, T27 AS RECEIVED AS TESTED % PASSING % PASSING 100 83 79 I 100 60 I i 1I I I � I � I I 27 o o 0 0 0 0 0 U—) CO ti c0 M M N R value Note: This report covers only material as represented by this sample and does not necessarily cover all soil from this layer or source. Reviewed by: ..yt:l F.."N!•ti:';.+.:. p..::i:i�i'cFriSNri 3 `e:'cl:!n`.:.5 'c� 11'•'1..: `.-(atac•�a�rnty f i•�� �ThC t-f>•uugd l7f• AssOCIATED EARTH SCIENCES: rocs SEPTIC SOILS EVALUATIONS - STORM DRAIN SOILS DATA - SOIL SURVEYS - SOIL WETLAND INVESTIGATIONS - R -VALUE SAMPLING 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Glen H. Logan - Cell: (208) 941-7284 f ijffic R. Nue Celt: (20 )85411-t'226 FAX: ;1Nigf 7J�'O-/TtM1t}L Mark E. Johnson Celt: (208) 869-9099 FAX: (208) 898-9541 November 30, 2005 Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 83616 RE: Soil test holes on Kenai Partners parcel On November 20' I evaluated seven backhoe pits on the 80 acre property south of Overland Road just west of the El Dorado Business Center. The legal description for the parcel is the West'/2 of the Northeast 1/4 of Section 20, Township 3 North, Range 1 East. A map is attached showing test hole locations. Also attached are copies of the detailed soil profile descriptions. There were no real surprises in the soils observed on this site. This is a fan terrace landscape position with well drained soils formed from alluvial materials. Textures are mostly silt. loams and silty clay loams from the surface down to about 40 to 60 inches over a moderately to strongly cemented hardpan. The hardpan overlies loamy sands and sands with varying amounts of gravel and cobbles that extend to depths of more than 15 feet. No free water or evidence of wetness was observed in any of the profiles. PVC pipes were placed in the test holes prior to backfilling to allow for measurement of presence or absence of groundwater. As instructed, Associated Earth Sciences will monitor the site on a biweekly basis through the 2006 irrigation season. We will provide you with a mid-season report in July a. -Lid a final report after irrigation activity is concluded. You asked for an estimate of what R- values might be on the site. Most of the profiles had silty clay loam textures with about 28 to 32 percent clay in the 16 to 24 inch zone. My database of past sampling of similar textures indicates that 200 psi values would lately be in the range of 8 to 18. As you get farther along in the planning process, we can gather a sample from the site and have it tested. If you need anything additional or have questions, please call me at 850-4926. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Greg Johnson, Kenai Partners, LLC, Meridian, ID Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 11/29/2005 Evaluated by: Harley Noe, Professional soil scientist Requested By: Kenai Partners, LLC ATTN: Greg Johnson Address: P.O. Box 344 Phone: 888-9946 City: Meridian State: ID Zip: 83680 Legal Desc: West 1/2 of Northeast 1/4 of Section 20, Township 3 North, Range 1 East, Boise Meridian, Ada r ni anty Irinhn General Desc: 1/4 mile west of Eagle Road, south of Overland Road TI -11-11r, 5870 Hole Number 0 to 12 1 Color Texture u Clay /o Roots Mottles Est. Permeabili (inthr) Comments Depth (inches) silty clay loam 28 to 30 few very fine &fine none 0.2 to 0.6 very friable moist 34 to 51 TI -11-11r, 5870 Hole Number 0 to 12 1 Ck LOCaiwn: 10YR 3/3 silt loam gill -v..+ 25 to 27 common very fine & fine, few medium & coarse none 0.5 to 1 very friable moist 12 to 34 10YR 3/4 silty clay loam 28 to 30 few very fine &fine none 0.2 to 0.6 very friable moist 34 to 51 10YR 5/4 sandy clay loam 20 to 22 none none 1 to 2 very friable moist moderately dense in place 51 to 68 10YR 4/4 very gravelly loamy sand 3 to 8 none none 6 to 10 moderately dense in place 68 to 148+ variegated very gravelly sand <3 none none 15 to 18 loose; 20% cobbles very gravelly sand <3 none none 12 to 15 nearly loose; 15% cobbles General Notes: cl-^. n to i nercent_ No evidence of wetness to >12 feet. TH2-05 5871 Hole Number a Location. 0 kc 14 10YR 3/3 silty clay loam 28 to 32 few vary fine & fine none 0.2 to 0.6 125% friable moist 14 to 43 10YR 3/4 sill loam i6 io 18 few very fine & fine none 0.5 to 1 hard nodules; matrix is friable moist 43 to 58 10YR 4/4 sandy loam 10 to 12 none none 2 to 3 very friable moist 58 to 67 10YR 416 & 7/3 weakly to moderately cemented hardpan none none 0.5 to i brittle moist 67 to 101 variegated very gravelly loamy sand 3 to 5 none none 8 to 12 dense in place 101 to 176+1vanegated very gravelly sand <3 none none 12 to 15 nearly loose; 15% cobbles General Notes: ch.,o n to 1 percent. No evidence or werness To I 0 -TOOT depth. Associated Earth Storm Drain Test Hole Description & Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 11/29/2005 Project: Kenai Partners THIJ) 5 5872 Hole Number Texture Clay /o Roots Moftlesi Est. Perm. (in/hr) Comments Depth, Color (inches) clay loam 30 to 32 common very fine & none 0.2 to 0.6 friable moist 0 to 12 THIJ) 5 5872 Hole Number & Location. silty clay loam I-T-W%J 28 to 32 common very fine, fine & medium none 0.2 to 0.6 friable moist 12 to 26 10YR 413 Isiity clay loam 30 to 32 common very fine & none 0.2 to 0.6 friable moist 0 to 12 10YR 3/3 silty clay loam 30 to 32 fine, few medium & coarse none 0.2 to 0.6 friable moist 10YR 5/4 sandy loam 8 to 10 none none 4 to 8 very friable moist; 25% lime veins 82 to 120 12 to 28 10YR 3/4 silty clay loam 30 to 32 few very fine & fine none 0.2 to 0.6 slightly firm moist variegated very gravelly sand <2 L none none 12 to 15 nearly loose; 10% cobbles 28 to 44 10YR 5/4 silt loam 24 to 26 few very fine & fine none 0.5 to 1 friable moist 20% lenses of loam soil; highly 44 to 72 10YR 7/4 moderately cemented hardpan none none 1 to 2 fractured 72 to 96 variegated very gravelly loamy sand 3 to 5 none none 10 to 12 slightly to moderately dense in place; 5% cobbles 96 to 160+ variegated very gravelly sand <3 none none 12 to 15 loose; 10% cobbles General Notes: cl__. n +n I narr imnt_ No evidence of wetness to 13 feet. -ru.l_nr% 5873 Mole Number 0 to 12 & Locaziow 10YR 3/3 silty clay loam I-T-W%J 28 to 32 common very fine, fine & medium none 0.2 to 0.6 friable moist 12 to 26 10YR 413 Isiity clay loam 30 to 32 few very fine, fine & medium none 0.2 to 0.6 friable moist 26 to 55 10YR 7/4 strongly cemented hardpan none none 0.5 to 1 highly fractured 55 to 82 10YR 5/4 sandy loam 8 to 10 none none 4 to 8 very friable moist; 25% lime veins 82 to 120 10YR 516 very gravelly loamy sand 8 to 12 none none 8 to 12 slightly dense in place; no cobbles 120 to 160+ variegated very gravelly sand <2 L none none 12 to 15 nearly loose; 10% cobbles General Notes: Slope 0 to 1 percent. No evidence or Tree wuler to i 3 ieai. Associated Earth Storm Drain Test Hole Description & Evaluation Sciences, Inc. Date Of Evaluation: 11/29/2005 Depth Color Texture (inches) 5874 0 to 9 10YR 3/3 Continuation Sheet Project: Kenai Partners Est. Penn. Comments Clay % Roots Mottles (in/hr) Hole Number & Location: TH5-05 silt loam I I I v-v.r 24 to 26 5874 0 to 9 10YR 3/3 silt loam 22 to 24 common very fine & fine, few medium none 0.5 to 1 very liable moist 9 to 23 10YR 4/4 silty clay loam 30 to 34 common very fine & fine none 0.2 to 0.6 firm moist 23 to 36 10YR 4/4 silt loam 25 to 27 few very fine & fine none 0.5 to 1 very friable moist 36 to 67 10YR 6/4 20% lenses of loam soil 1 12 to 15 very few very fine & fine none 0.5 to 1 80% weakly cemented lenses <11T ithick <3 none none 12 to 15 loose; 5% cobbles 67 to 91 10YR 7/4 strongly cemented hardpan none none <0.5 brittle moist 91 to 160+ 10YR 5/3 fine sandy loam 10 to 12 none none 2 to 4 very friable moist; no gravel or cobbles General Notes: Slope 0 to z percenr. urain nein. riv Gviuci —1.1— — •_ -_ Tu c_n r. 5875 Hole Number 0 to 13 & Location: 10YR 3/3 silt loam I I I v-v.r 24 to 26 common very fine & fine, few medium & coarse none 0.5 to 1 very friable moist 13 to 27 10YR 3/4 silty clay loam 30 to 32 few very fine & fine none 0.2 to 0.6 friable moist 27 to 51 10YR 5/4 silt loam 20 to 22 1few, very fine & fine none 0.5 to 1 very friable moist 51 to 84 10YR 7/4 moderately cemented hardpan none none <0.5 brittle moist; moderately fractured 84 to 158+ variegated very gravelly sand <3 none none 12 to 15 loose; 5% cobbles General Notes: Cf --e n +n I nFarrent_ No evidence of wetness to 13 feet. Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Continuation Sheet Date Of Evaluation: 11/29/2005 Project: Kenai Partners Depthu Color Texture Clay /a Roots Mottles Est. Perm. (in/hr) Comments (inches) 12 to 31 10YR 7/3 moderately to strongly cemented hardpan few very fine & fine none 1 to 2 brittle moist; moderately fractured .. - - -- Tu 7_n r%5876 Hole Number o< L00MILl 10YR 3/3 rn: silt loam If W%., 18 to 20 common very fine & fine, few medium none 0.5 to 1 very friable moist; 15% hardpan fragments 0 to 12 12 to 31 10YR 7/3 moderately to strongly cemented hardpan few very fine & fine none 1 to 2 brittle moist; moderately fractured 31 to 53 10YR 5/3 sandy loam 11 to 13 none none 4 to 6 very friable moist 53 to 108 variegated 10YR 7/3 extremely gravelly sand <3 none none 12 to 15 loose; 30% cobbles . 108 to 160+ <3 none none 15 to 18 medium & fine sand; <5% gravel & cobbles variegated 10YR 7/3 sand General Notes: Slope 0 to 1 percent. Has been land leveled. Probably 1:Z To L4 mcneb I=1I lvvw J. evidence of wetness to 13 feet. -` f,7 4 tt .rt;t�'� .N'' � .��. � 4 J,�4 _. 4�"�a�..r ..,,"`� " .:ai3E. i••,"' F '�.�i '� r ��" ?`r � , � N�' � r 2 U- iii Al � � �'-'�` •-"�'2ry"1."�t' it y �'M'--rr" ". � � � j JL �v wl 4 -Z5 �: r.''��i't`.'a�+� �t +mow'" -� ��i � #E.� wk' G_ -k ,i .'.•k - ��'r L �— _ ,.-.'`-�v�L',k x ,,«a• a_-" x '�°" 4 T'-�SRi-�y�-+�„ .�_ �, �a.0 t Eget t Q� i-•... r.n - �..,'r. _ 1= 1 .� c4at-ix.w^. �..�-s -- .{ .�b 4 x x _mac ��'-•y r" F �� } _ � � __ - F-� 7737 � i" , - •:� � � fk �- t:_ - - s €1 OR Becky McKay From•. David Szplett <david.szplett@yahoo.com> Sent: Wednesday, September 21, 201112:08 PM To: Mindy Wallace Cc: Subject: Becky McKay RE: Need for a traffic study - Gramercy Park? Thank you for your time. Ms Becky's client will be happy to hear this. You always help the process and I appreciate it. Dave --- On Wed, 9/21/11, Mindy Wallace wrote: From: Mindy Wallace <Mwallace(c�achdidaho.org> Subject: RE: Need for a traffic study - Gramercy Park? To: "David Szplett" <david szplett�ayahoo.com> Date: Wednesday, September 21, 2011, 3:49 PM Dave, A TIS is not needed for this project. Thank you, Mindy From: David Szpiett [mailto:david.szpiett@yahoo.com] Sent: Wednesday, September 21, 2011 7:31 AM To: Mindy Wallace Cc: Becky McKay Subject: Need for a traffic study - Gramercy Park? Did ACHD make a decisionon my request for a TIS determination on the Gramercy project?, The site was once called "Kenai" if that helps. Thank you. Y O 00 rl n N M 00 N M 1 Ln V-1 kD 0 tL n O C LM r- Q1 O v c m o Lnoc�� r^� ~ In O O e4 epi -41 CA r1 n rn r, (A r+ M_ � '^ _ a' n �.r a�+�'^ o In n o O 0 C E N 01 O ei r -i R N. 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Broadway Ave. Suite 210 Meridian, ID 83642 PH: 884-5533 / FAX: 888-6854 Project Name Accolade Applicant GRAMERCY Applicant Address Po Box 344, Meridian, ID 83680-0000 Project Address 2685 E Blue Horizon Dr Meridian, ID 83642 Subdivision 3N IIE 20 Professional No License CARVE R/THORNTONNO U NG Address: 220 N. 10th Street Phone: 344-0322 Boise, ID 83702 FAX: 334-6576 Fees and Receipts: Number Description Amount 9050 Design Review $173.00 Total Fees: $173.00 Check Number: 1191 (01/03/2012) $173.00 Total Receipts: $173.00 Balance Due: $0.00 Customer Receipt City of Meridian, Planning Department 1NIII -- 33 E. BroadwayAve. Suite 210 D A H 0 Meridian, ID 83642 IDN PH: 884-5533 / FAX: 888-6854 Project Name Accolade Applicant Gramercy Applicant Address Po Box 344, Meridian, ID 83680-0000 Project Address 2621 E Blue Horizon Dr Meridian, ID 83642 Subdivision Gramercy Sub No 01 Professional Engineering Engineering Solutions Address: 1029 N. Rosario St Phone: 938-0980 Meridian, ID 83642 FAX: 938-0941 Fees and Receipts: Number Description Amount 8256 Annexation Rezone $1,826.00 8257 Conditional Use or Commission Level Modification $1,369.00 8258 Development Agreement Modifiction $502.00 8259 Preliminary Plat $2,264.00 8260 Preliminary Plat per Lot PZ and PW Fee $96.00 Total Fees: $6,057.00 Check Number: 1164 (12/21/2011) $6,057.00 Total Receipts: $6,057.00 Balance Due: $0.00 .i : �� I Heari®g Date: February 2, 2412 Project Name: Accolade Apartments File No.: RZ-11-007 Request: Rezone of 12.29 acres of land from an R-15 (Medium high-density Residential), a TN -C (Traditional Neighborhood Commercial) and a C -G (General Retail and Service Commercial) zone to an R-40 (High-density Residential) zone, by Gramercy, LLC. File No: PP -11-014 Request: Request for preliminary plat approval of 2 residential lots and 2 common lots on 17.12 acres in an existing R-15 and proposed R-40 zoning districts. File No.: CUP -11-010 Request: Conditional Use Permit for 264 multi -family dwelling units on approximately 11.53 acres in a proposed R-40 zoning district. File No.: MDA -11-013 Request: Request to amend the recorded development agreement (Inst. #106141056) for the purpose of excluding the property AND creating a new development agreement for the proposed Accolade Apartments. Location: The site is located south of E. Overland Road and west of S. Bonito Way between E. Blue Horizon Drive and the Ridenbaugh Canal in the SW 1/4 of the NE 1/4 of Section 20, Township 3 North, Range 1 East, B.M.