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ApplicationEIDIAN*-%- IDAHO / TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: Transmittal Date: February 7, 2012 Hearing Date: March 6, 2012 February 28, 2012 File No.: MDA 11-013 Request: Public Hearing - Amend the recorded Development Agreement (Inst. #106141056) for the purpose of excluding the property AND creating a new Development Agreement _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 & 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 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 -Kung Irrigation District Boise Project Board of Control / Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org E IDIAN: of Review Reauested (check all that Planning Department COMMISSION & COUNCIL REVIEW APPLICATION ❑ 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 Rezone ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance n Other toe Pe { /Qf t vc b 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: 0Own ❑ Rent El 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 McK4Y (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 QAgent ❑ Other Contact name: Becky McKay Phone: (208) 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): R3238510850 R3238510860, R3238510870, and S1120131600 Township, range, section: T.3N., RJE., Section 20 Total acreage: Preliminga 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 R40: 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: 2 Number of common and/or other lots: 2 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 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: 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 BY -- REVI PPROVAL JAN 0 4 2012 MERIDIAN PUBLIC WORKS DEPT. Legal Description Accolade Apartments - Rezone A parcel located in the W % 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 corner 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 LI-n--ds)4oirravons k___ -----Land Sunmying and Consulting L LA S�ONPNs 5 o � CL 11118 N9 ►ley l �ZP a W Gramercy Parcel Job No. 11-61 ACCOLADE APARTMENTS — RE—ZONE EXHIBIT 17 BASIS OF BEARING 114 0-- — _ _ _ N 89'46'OY E _ OVERLAND_ NOAD 2658.88' 17 20 1308 88' --NL S 0'13'58' E REVI ROVAL I BY 1 JAN 0 4 2012 MERIDIAN PPBLIC WORKS DEPT 9 t 2 I 064 et- 10 E BUIE 1N;K Sf. 1�1 13 I S u 17 I 17 5 W 18 �" I N I b 21 z zz I E GRIM SL _ 2S 8 9 10 11 12 13 14 I 15 26 7 6 5 4 3 2 1 E COPPER POplf ST. 27 JII 31 34 35 36 40 43 3 13L� 28 29 32 33 36 37 41 42 39 E BLUE HORm011 OR LINE"TABLE UNE LENGTH BEARING L, L3 I 1mm' I N R'2aW E CURVE TABLE CURVE I LENGTH I RADIUS I DELTA I CHORD I BEARING a AREA - 12.29 ACRES H POINT OF BEGINNING E 3 g .`.i f/1 01 pN pZt m S 89154'13" w UNPLATTEO I. LAND THOUSAND SPRINGS SUBDIVISION N0. 5 Lin ?Iutlons 0 50 100 200 Landveying and Consulting 231 E. STH ST., STE. A MERIDIAN, ID 83642 1208128&2040 1208) 2882557 fax www.landsoN Ormbiz infoMandsoludombiz Data and Deed Call Listing of File: Accolade Rezone Legal Description.des Tract l: 12.288 Acres: 535258 Sq Feet: Closure= s29.3107%v 0.01 Feet: Precision =1/395645: Perimeter= 3207 Feet 001=st_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, Arc.=93. i5, Delta--6.4017 Bng=n3.0610e 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 1042'39" 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 1042'39" 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 89'54'13" 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 89054'13" W a distance of 39.94 feet to a point; Thence N 0°02'37" E a distance of 341.62 feet to a point; Thence S 89035'56" 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 .�7^):_,` 4I t1 Job No. 11-61 ��And 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 6040'17" and a long chord bearing N 3006'10" E a distance of 88.91 feet to a point; Thence N 6026'19" 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 89035'56" 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, PCNL LAND0 December 12, 2011 5y \S T R 0 11118 M <1 T0N W �P Gramercy Parcel U1,P) � 40Ir Ut10in3 Job No. 11-61 `Mand surveying and Consulting GRAMERCY PROPERTY - SKETCH BASIS OF BEARING OVEFA ND RW 17 18 1/4 17 — N 88.48'02" E _ — 2658.88' 20 1 1308 88' S 461 " E 2021 31V — m _ n E WE ISI M6 L�---- - - - - - - v POINT OF I I 1 S 89'35'56" E 570.33'BEGINN NG 41 01 3 . m . m N. 2 W • Mh1 N AREA. _.17.12 ACRES g z ., . S'89'35'56" E a 9 10 11 12 13 14 Z.' - UNPLITIED 15 N .Np. s.. VO: 7 6 5 4 3 1 2 1 B� L1 — — B OM M PMMf SG z 3D 3134 35 36 t�A'N J O 29 32 33 36 37 41 42 S 8984'13 W THOUSAND SPRINGS SUBDIVISION NO. 5 I 50 100 200 a LA ti® 11118 om r �Z112�11 e'ro Z OF �N w LLan?1utions Landveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (2081288-2040 (208) 288.2557 fax www.1andsolutionsb1z InfloWandsolutions.b1z EXHIBIT A Legal Description — Gramercy Property Ad Co e"cel Ala' Ezigineeiing Norm 'Q ay, LLc I S N-0131600 13601 W. McMillan Rd., Ste. 102 248 Boise. Idaho 83713 (208) 376-5000 o Fax (208) 376-5556 Project No. MOO"] Data: September 20, 2010 GRAMERCY RE, MA@NDER 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, 8.M., Meridian, Ado Cuunty, Idaho, more particularly described as follows: Commencing at the North 1/4 Section Comer of Station 20, of said T. 3 N., R. 18., from which point the Northeast Comer of said Section 20 bears North 6914GOT East, 2656.88 feet distant; Thence from said Notch 1/4 Section Comer, North 89146'02" East, 13D6.86 feel on the North bpundory line of the Northeast Quarter ofssid Section 20; Thence South 00013158" Pest, 45.00 feet to the Northeasterly comer of Gramercy Subdivision No. 1, as.same is recorded in Book 99 of Plats at Page 12619 of Ada County Records, said point also being the Northwest comer of Banito Subdivision, as some is recorded in Hook 86 of Plats at Page 9784 of Ada County Records; 7 once South 01 142139" West. 1511.18 feet on the Easterly boundtuy line 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, 1075.66 feet an the Westerly Boundary line of said Bonito SubdivIslon to the northeast comer ofthat parcel of land deeded to the City of Meadian. as described in Mod instrument Number 166261581 of Ada County Records; Thence South 89°54' 13" West, 520.00 feet on the northerly boundary line of said City of Meridian Parcel to a point on the easterly boundaryi lint: ofssid Gramercy Subdivision No. t; Thence on Lhe easterly boundary line ofsaid Oramercy Subdivision No. 1 for the following courses and distances: 'thence North 00"05'47" West, 202.00 feet; Thence South 89°54'13" West, 39.54 fact; Thence North DO"05'47' West, 242.00 feet; Thence South 89°54'13" West, 39.94 feet; Thence North 00"11217" East, 341.62 feet; che"Ly RemOwd_r V.1c1 Ek."- Ng, 1 d7 r i Purchase and Sate Agreement • 5 976259 8 r Thence South 8903556" East, 89.82 feet; Thence Nurth 06°02'37" East, 298.01 feet; Thence -South 89035'56" iA94 292.53 feet to a point of curve, Thence 46.80 feet on the art of a curve to the right, said curve having a radius of 75.00 feet, u centmi angle of 35°45'15" and a chord distance of46.05 fat which bears South 71043'19" East; Thence North 36'09'l B" East, 17.42 feet; Thence South 39'35'56'! Bost, 195-60 feet to the real point of beginning. Said parcel contnins 14.08 ncros more or less. Q—e.) nemjmd rPmeetrklc.dm PREPARED BYt Ughtearing NorthWeat, LLC James R. Washburn, PLS INp. 2 art )I r� 1 �1 Purchase and sale Agreement - 6'�. 1776"e59 8 VL S 89'3556'E 570.33' Ir. = N a8'zs'121 - - - - - ry 2fi.76' N 062fi'19"E cuRve raay i 65.27' CRT R wr: eau me nape Doers eMR) Bru CI 761 ry W29W 6L"6 AIS] ON 1R 6795'10'[ ! •! o y N 0013'58"W r _ .IR —_ ' 3Q.G2' IIS N 44'54'57Yf �? 28N 09135'56"W l = 34.12' ASSISTED UVII4G 1 d6.411 Acres a1 ONS! pl 1 N Mw 1n� r 1 �I ! O S 89'35'56'E 534.19' 5 89'3556"E cNs,- - — — 89:82' •�'. r r r ! �.R + Iti I I� 1N I I. 5 89'54131Y c 3994' Nt FUTURE MULTI -FAMILY a+l MOSS Acres R lcpn �r _ 1S N J � Iq B9'S413'W I — - 5z .. • _'! L.. -I-0' ' � • 14 I • o I _ S 69'54'137 519.53; 7r � 1 The Grantees herein have read and approved the_rgilowing_ Title Fite No. LT08-15278 — AOA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 00i31 IDAHO 12131108 04:56 PM f RECORDED -DEPUTY lennle REQUESTOFB III iiII�I�IIIiIII��iIIIfII�II�IIII�II Lawyers Title 108138344 CORPORATE WARRANTY DEED FOR VALUE RECEIVED, TUSCANY DEVELOPMENT, INC., an Tduho Corporation a corporation organized and existing under the laws of the State of Idaho, 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 the following described real property in Ada County, State of Idaho, more 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 rites aid Grantee(s), and Grantee(s) heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with die said Grantee(s), that Grantors) is/are die owners) in fee simple of said premises; that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly nude subject and diose made, suffered or done by the Grantee(s)-, and subject to reservations, restrictions, dedications, easements, rights of way and agreentelm,(if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from 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 die Grantor ata lawful meeting duly held and attended by a quorum. In witness whereof, die Grantor has caused its corporate name to be hereunto affixed by its duly authorized officers this 31st day of December , in the year of 2008. Tpscauy Development, Itic B By Re r . Bass, Vice Pres President Attest By R. Crnlg Groves, Secretary Secretary STATE STATE OF Idaho , County of Ada as. On this 31st day of December in the year of 2008, before me the undersigned, a Notary Public in and for said State, parsondtly appeared Robert A. Bass and R. Craig Groves known or identified to me to be the Vice Pres & Sec of the corporation that execut 1ii�aQ ienL or the persons who executed on behalf of said corporation, and acknowledged t c4 oral executed the same. �® signature: i; Name: Kimberlfe S, Blasius iP o Residing at: Boise, Idaho �,� aoaodo0P ° �/ZZ�W/3 ° My commission expires: $000po°� 2—.264 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 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 COUNTY RECORDER J. DAVID NAVARRO AMOUNT 16.00 100E IDAHO 11110!10 0316 PM DEPUTY IN AIND q RECORDED-REDUNT OF When recorded, please return to: 100htmn Iwedmk 1181/08039 Christopher J. Beeson Givens Pursley LLP 601 W. Bannock Street Boise, Idaho 83702 (208)388-1200 SPACE ABOVE Tms 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 -Fgday 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 ) On this ay 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 b' ompany executed the same. S X. NotaryPubli Qr Idaho G Residing at , dpT�i My Commission expires[. a�l�ll SPECIAL 999072_1 Cv) - 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: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Rob Thornton Carver I 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). r Dated this day of &U , 2011. 717 6117 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (No&ry Public for Idaho) Residing at: Npvi 1(a c' , c� My Commission Expires: (12 120 (1- 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: 1. 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). vN�- Dated this 17 day of -92011. "(Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for Idaho) Residing at:Mew,-bo-t, , (6 My Commission Expires: elhZ(z0 t-' 251 CERTIFICATE OF ORGANIZATION""' r-rrFECTIVE LIMITED LIABILITY COMPANY 03 DEC 24 pM 1r, Ob (instructions on back of application) SECRP-i;;:V Y OF STATE 1. The name of the limited liability company is: . STATE '& IDAHO Gramercy, LLC 2. The complete street and mailing addresses of the initial designatedlprincipal office: 660 E. Franklin Road, Suite 240, Meridian, Idaho 83642 (street Address) P.O. Box 344, Meridian, Idaho 83680 (Mailing Address. H different 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 83842 (Name) (Street Address) 4. The name and address of at least one member or manager of the limited liability company: Gregory B. Johnson 660 E. Franklin Road, Suite 240 Meridian, ID 83642 5. Mailing address for future correspondence (annual report notices): P.O. Box 344, Meridian, ID 83680 6. Future affective 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: Mlchae pink Signature Typed Name: I Secretary of State use im imilliff OF VVIE 12/24/9698 1352948 CK: IKE CT: 3+!369 Dlia 11025 1 p 19A -M 2 199.®9 Olid t1C N E 1 ! H. -M = 0.111111 EXPEDITE C li a W r- 5 LOIS 1-3, BLOCK 8, GRAMERCY SUBDIVISION NO. 1, AND PORTION OF THE NE1 j 4 OF SECTION 20, T.3N., R.1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO VICINITY MAP 1 "=1 000' CITY OF MERIDIAN PRE APPLICAnON-MEETING NOTES Project/Subdivision Name: fe-,% Applicants)/Contact(s): City Staff: �e Location: Q jell • ,, )Rs' Comprehensive Plan Future Land Use Map Desigi Design Guidelines Development Context: '01,49, Proposed Use: 'NLu Existing Use: V -t' Surrounding Uses: s> a./ - c n Street Buffer(s) and/or Land Use Buffer(s): A) Open Space/Ameniiies/Pathways: /ra,, ,?, Access/Stub Streets/Street System: - Y gA y Sewer & Water Service: 4r- Fri ,04 w History: 142 Additional Mei (9am) Date: /0 -5.-/l �4) U re r C4', D -u. t � Size- of Property: ..._ Seems; dlwF��eAa-..7•a/,ti Proposed Zoning: k-qo Existing Zoning: -[r w Other Agencies/Departments to Contact: ❑ -Ada County Highway District ❑ Nampa Meridian Irrigation District Public Works Department 711 Idaho Transportation Department ❑ Settler's irrigation District Building Department ❑ Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other. An plication(s) Required: Administrativq'Design Review Alternative Compliance Annexation ❑ 'City Council Review El - Comprehensive Plan Amendment — Map Comprehensive Plan Amendment — Text Conditional Use permit ❑ Conditional Use Permit Modification/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 applrcation requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permifs requiring a public hearing shall post the site with a public headed 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 Pian. Any subsequent changes to the UDC and/or Comp Plan may, affect your submittal and/or application. This pre -application meerng she# be valid for four (4) months. CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: & A City Staff: 6 . it , Ae 1- An na , Sc Location: .5, , /-4 oC✓Rf lel Comprehensive Plan Future Land Use Map Design Guidelines Development Context: _ Proposed Use: A. ' ( lc, - t Existing Use: Surrounding Uses: C o-, irti o Street Buffer(s) and/or Land Use Buffer(s): Open Space/Amenities/Pathways: 6—;04 Access/Stub Streets/Street System: Sewer & Water Service: ✓i, F Z Topography/Hydrology/Floodplain Issues: _ Fd A ) , (/ ",*-,t) Date: -acs Le /`o )es`igna6on: Size of Property: 20 c�dQr /Je,J Proposed Zoning: R - Existing Zoning. R i� o� 140,4, y - � 27 ioJ,U eQ • 4',Cn—).^vti /t A-1P_G"�rn, 4-0 -1 PLC" History. Az- X9.02-1 ; PP- 06 -4)r F J, F/0- 06- &1� 1d%l�rrDSr -'eLi ��ci a �� ter 0,V1,11 Other Agencies/Departments to Contact: �`� ( / s �l ,��I.l R Works rte /��sVyw. Ada County Highway District P�:s El Meridian Irrigation District � Public orks Deparimen / 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: MI Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Short Plat Alternative Compliance a Development Agreement Modification ❑ Time Extension - Council ❑ Annexation ❑ Final Plat ❑ UDC Text Amendment ❑ City Council Review ❑ Final Plat Modification [j Vacation ❑ Comprehensive Plan Amendment - Map Planned Unit Development ❑ Variance ❑ Comprehensive Plan Amendment - Text Preliminary Plat ❑ Other IS� Conditional Use Permit Private Street ® eza� Q 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 MEERI®IAN PRE -APPLICATION Y[FETING NOTES Project/Subdivision Name: �vKe�ct� /VSs-; L,J�'� City Staff: 9 ,1( A-4- 1' Location: 5& 4 0,�-Ta.J 1 was,( �41 Comprehensive Plan Future Land Use Map Designation: 4 Design Guidelines Development Context: l�rloah /SK bye Proposed Use: i45s.5•f-d 1 Existing Use: Surrounding Uses: c, Street Buffers) and/or Land Use Buffer(s): /o t 7� sig, Open Space/Amenities/Pathways: Access/Stub StreetsiStreet System: y - Sewer & Water Service: ���� Topography/Hydroiogy/Floodplain Issues: A/A Canals/Ditches/lrri ation/Hazards:. 5 �_ �. �• History: z - u . D zr • PP o -v r 9 ^ ; _ Additional Meeting Notes: -�+0 5 P ��11 e I /�vt�v. ro t3 : du 4. e e i d/O41-cn A -P JF*et) a o� ( lrwK) Date: G1-27-11 (/(rye - Size of Property: Proposed Zoning: -y4• Existing Zo{ning: 4-1.5 C- G d N - t -re s st t 6-•,_ /�'.,. .r��a_.{.c.,_e71 :f,� sea.( S-E-•-'-c+�' 54-4.,* yCt vet. d.r.c�..r f dlfo- d 7 �u i ie - Ao; rr e //t ;.Gw yy� ! nr eQ o /fG- e. -,� Sct,(O�'1,/'t- bd¢ 1•d �1 T`� S��W to :+^� ->L�4 S'� �,r.� ,o• ::�,g r!`'fi r -t �;c? �r t'''1i'„sSN✓ � i7 ,� Other Agencies/Departments to Contact: 14, Ada County Highway District 46s -1Y ❑ 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 Jae S: I u ZPa$ -1' 3Y ❑ Other: Application(s) Required: PCI Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Short Plat Alternative Compliance 170 Development Agreement Modification ❑ Time Extension - Council ❑ Annexation N Final Plat ❑ UDC Text Amendment ❑ City Council Review ❑ Final Plat Modification Vacation ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development N Variance ❑ Comprehensive Plan Amendment - Text ® Preliminary Plat ❑ Other Conditional Use Permit 4- Arfk uu�--s rm Private Street �e 4 (Votes: l) 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 fora vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the sife 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 Comprbhensive 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. t4or lr 3,C_L 5 SAT% t► t of�i Zdx ",-6 &- _.,j GI �5'�/rC e3vt La s_ l-3 1�° �% 54-4.,* yCt vet. d.r.c�..r f dlfo- d 7 �u i ie - Ao; rr e //t ;.Gw yy� ! nr eQ o /fG- e. -,� Sct,(O�'1,/'t- bd¢ 1•d �1 T`� S��W to :+^� ->L�4 S'� �,r.� ,o• ::�,g r!`'fi r -t �;c? �r t'''1i'„sSN✓ � i7 ,� Other Agencies/Departments to Contact: 14, Ada County Highway District 46s -1Y ❑ 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 Jae S: I u ZPa$ -1' 3Y ❑ Other: Application(s) Required: PCI Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Short Plat Alternative Compliance 170 Development Agreement Modification ❑ Time Extension - Council ❑ Annexation N Final Plat ❑ UDC Text Amendment ❑ City Council Review ❑ Final Plat Modification Vacation ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development N Variance ❑ Comprehensive Plan Amendment - Text ® Preliminary Plat ❑ Other Conditional Use Permit 4- Arfk uu�--s rm Private Street �e 4 (Votes: l) 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 fora vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the sife 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 Comprbhensive 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. EfGINEERNG planning and engineering communities for the future S UTIONSUP INVITATION November 23, 2011 Dear Properly 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 plan have been made, and the applicant is no longer requesting a rezone of the southern portion of the property, which is currcntly 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 Becky McK Planner BM:ss Enclosure ACCOLADE SUBDIVISION (EAST GRAMERCY APARTMENTS/ASSISTED LIVING) NEIGHBORHOOD MEETING SIGN-UP SHEET OCTOBER 26, 2011 5:30 P.M. Name Address Phone Number E -Mail Address � 2'76 t &(\eow Q4,LiorJ �gy `v� 2- ���iczll lc �'�C4V4& ltao covl, eck�C� orle.[ 1!57Z 19F. Go �c �ar�-� 5� M eo '�` �`r�f�'�. �a�1(. Nt L lhu✓t l a 26- gJ n Sf 2.Z7-606 f �mnnko .k, iCknodevy ' Y1 1 " ���,�,� 2�o(oc� �..�t�,Gar v 0-0&40 ��� -D�i �I boa e,I�Y��r-� •n ���IcT2�4 • Cv� � �ALA G Z , t� _p LA 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 1d1d1111 Dat __ � 7 ■ � ��_� � � � _ a � � + • _ '1 �7a1'T_7t ■r��i illi ^.�tll�s�t alll� qlanMMMMMM116-�1+LLQ 9amsatiyMa■ TE IMT !lte(e[ol W!1 tl I. 4' /isiIill SMir RaTa GEOTECHNICAL ENGINEERING & MATERIALS TESTING �Khc9ri l�. Frowt .l-hc 67r0uKd OF November 8, 2006 File: WESTCO B06186C Mr. Taylor Merrill The West Park Company, Inc. P.O. Box 344 Meridian, ID 83680-0344 RE: SUPPLEMENTAL LETTER REPORT Pavement Subgrade Recommendations Proposed Commercial Development Overland Road and Eagle Road Meridian, Idaho Dear Mr. Merrill: 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 surficiai 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 X36+33 W. Hackamore IDr. Boise, Idaho 83709 P.200-1,176.8200 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"- 3/ -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 (ISP \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 salad 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: Laboratory Test Results Sincerely,=='=; STRATA, INC. v e�� 0 t I ichael G. Woodworth, P. ';y. ;✓ Geotechnical Engineer ►fri[e "kA1% 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: Trace Point 1 PcInt 2 Point 3 Exudation, PSI 81 185 330 Dry Density, PCF 103.7 103.2 102.9 Moisture Content, % 20.1 19.7 19.0 Exp. Pressure, PSI 0.00 0.09 0.22 0 v LO tli LO O O . AASHTO T-1Ill ei SCREEN nn AS TESTED n %PASSING I %PASSING —� nnnn�n 3'• - 2^ N r' n I nnnnnnn 98 100 I v2'• 3/8" ' nnnnNONNI I 93 I No. 8 nnnnn No. 16 No. 30 No. 50 No. 100 No. 200 28 I I i I I IN nnnn ,�►,�►.� rrd NO N 8 sll��®®DOn !v100.0 NEW PC 0 0 0 0 0 r` 4 0 0 N � 4 CD 00 O� t0 LON.,N.,c07 N 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. Lab Number: B6L2151A 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 GRADATION: AASHTO T-1Ill ei SCREEN AS RECEIVED I AS TESTED SIZE %PASSING I %PASSING —� 4" 3'• 2^ 100 r' I 3/4" 98 100 I v2'• 3/8" ' No. 4 I 93 I No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 28 I I i I I Reviewed by: r�areroea,ca� zrcirr-ett��«. s nva=na�.c. ; rsn>trr :1~rt•ht. c3ri.ly �-rc:n. d7a< cy�i o.an6 t7f. 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) R VALUE DATA Percolation: None Polnt i Point 2 Point 3 Exudation, PSI 81 159 199 Dry Density, PCF 112.0 114.3 115.0 Moisture Content, % 16.7 15.8 15.5 Exp. Pressure, PSI 0.00 0.00 0.00 LO to to 0 0 0 0 0 Co 0 0 0 n S 0 ,n c N O C) o. 0 v v W 0 0 0 cn 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 GRADATION: AASHTO T-11, T27 SCREEN AS RECEIVED AS TESTED SIZE %PASSING %PASSING 4" 3" oil 2- 1-1 83 3/4" 79 100 1/2" 3/8" No.4 u No. 8 use No. 16 n�� No. 50 No. 100 I No. 200 27 I = ®nun nn nuniunN►•�►�e ONE ��N:a �nu�.eee�.11. 0 0 0 0 0 Co 0 0 0 n S 0 ,n c N O C) o. 0 v v W 0 0 0 cn 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 GRADATION: AASHTO T-11, T27 SCREEN AS RECEIVED AS TESTED SIZE %PASSING %PASSING 4" 3" 100 2- 1-1 83 3/4" 79 100 1/2" 3/8" No.4 60 No. 8 No. 16 No. 30 No. 50 No. 100 I No. 200 27 I o � � N O o � I O O 0 O O O O O Co I` tD 'tD t7 N r 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: G°,L rF'.:t"•:f:;hi. c.Mv1Y�F4'.r��.:5 R5;'f_I�4V.5 FESTtNO ;l:�tl:r.��rr-Yy I i•r:w4 aao .�ro.�gr Uf• ssoci-ATED EARTH SCIENCES: Ince SEPTIC SOILS EVALUATIONS - STORIM DRAIN SOILS DATA. - SOIL SURVEYS - SOIL WETLAND INVESTIGATIONS - R-VALUE SAViPLING 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Glen H. Logan - Cell: (208) 941-7284 Haricy R. Noe Ceii: FAX: 4208)9-39-.6012 Mark E. Johnson Cell: (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 28h 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 r/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 and a final report aster 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 likely be in the range of 8 to 18. As you get farther along in the planning process, vie 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 County, Idaho General Desc: 1/4 mile west of Eagle Road, south of Overland Road Depth Color Texture clay 0 y Roots Mottles Est. Permeability (in/hr) Comments (inches) 10YR 3/4 silty clay loam 28 to 30 few very fine & fine none 0.2 to 0.6 very friable moist Hole Number & Location: TH 1-05 5870 0 to 12 10YR 3/3 silt loam 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; 200/6 cobbles very gravelly sand <3 none none 1 12 to 15 nearly loose; 15% cobbles General Notes: Slope 0 to 1 percent. No evidence of wetness to >12 feet. Hole Number & Location: TH2-05 5871 0 to 14 10YR 3/3 silty clay Icam 28 to 32 few vary fine & fine none C.2 to 0.6 friable moist I 14 to 43 10YR 3/4 silt loam 16 to 18 few vary fine & fine none 0.5 to 1 25% hard nodules; matrix is friabEe moist 43 to 58 1 0Y 4/4 sandy loam 10 to 12 none none 2 to 3 very friable moist 58 to 67 10YR 4/6 & 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+�variegq*d very gravelly sand <3 none none 1 12 to 15 nearly loose; 15% cobbles General Notes: Slope 0 to 1 percent. No evidence of wetness to 15 -foot depth. .Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 11/29/2005 Continuation Sheet Project: Kenai Partners Depth Color Texture Clay % Roots Mottles Est.Perm. m Comments ('Inches) 10YR 3/4 silty clay loam 30 to 32 few very fine & fine none 0.2 to 0.6 slightly firm moist 14nia Miimhor A I nrratinnTHS-ns 5872 0 to 12 10YR 3/3 silty clay loam 30 to 32 common very fine & fine, few medium & coarse none 0.2 to 0.6 friable moist 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 28 to 44 1 10YR 5/4 silt loam 24 to 26 few very fine & fine none 0.5 to 1 friable moist 44 to 72 10YR 7/4 moderately cemented hardpan none none 1 to 2 20% lenses of loam soil; highly 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: Slope 0 to 1 percent. No evidence of wetness to 13 feet. 41nia Mnmhor 2. 1 nrn4inn• THA -n5 5873 0 to 12 10YR 3/3 silty clay loam 28 to 32 common very fine, fine & medium none 0.2 to 0.6 friable moist 12 to 26 10YR 4/3 Isiity clay loam 30 to 32 Lew 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 5/6 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 none none 12 to 15 nearly loose; 10% cobbles General Notes: Slope 0 to 1 percent. No evidence of free water to 13 feet. Associated Earth Sciences, Inc. Storm Drain Test Hole Description & Evaluation Continuation Sheet Date Of Evaluation: 11/29/2005 Project: Kenai Partners Depth Color Texture Clay % Roots Mottles Est. Perm' (iNhr) Comments (inches) 10YR 4/4 silty clay loam 30 to 34 common very fine & fine none 0.2 to 0.6 firm moist Tu4-nr. 5874 0 to 9 10YR 3/3 silt loam 22 to 24 common very fine & fine, few medium none o.5 to 1 very friable 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 -110 thick 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 2 percent. Grain field. No evidence of wetness TO 1;3 reer. .. -- =--- Tu A -n r. 5875 0 to 13 10YR 313 silt loam 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 Ifew 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; 50A cobbles General Notes: Slope 0 to 1 percent. No evidence or werness ro 13 reer. Associated tarts Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 11/29/2005 Continuation Sheet Project: Kenai Partners Depth Color Texture Clay % Roots I Mottles Est. Perm. (in/hr) Comments (inches) 10YR 7/3 moderately to strongly cemented hardpan few very fine & fine none 1 to 2 brittle moist; moderately fractured 31 to 53 Hole Number & Location: TH7-05. 5876 0 to 12 10YR 3/3 silt loam Tto 20 common very fine & fine, few medium none 0.5 to 1 very friable moist, 15% hardpan fragments 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 12 to 24 inches removed. No evidence of wetness to 13 feet. Becky McKay From: David Szplett <david.szplett@yahoo.com> Sent: Wednesday, September 21, 201112:08 PM To: Mindy Wallace Cc: Becky McKay Subject: 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@achdidaho.org> Subject: RE: Need for a traffic study - Gramercy Park? To: "David Szplett" <david.szplett@ ahoo.com> Date: Wednesday, September 21, 2011, 3:49 PM Dave, A TIS is not needed for this project. Thank you, Mindy From: David Szplett[mailto:david.szplett@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 decision on my request for a TIS determination on the Gramercy project?, The site was once called "Kenai" if that helps. Thank you. s .a. 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Apartments Customer Receipt E HxAN I" City of Meridian, Planning Department 33 E. Broadway Ave. Suite 210 v$ r-' 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 IE 20 Professional No License CARVE R/THORNTONNOUNG Address: 220 N. 10th Street Phone: 344-0322 Boise, ID 83702 FAX: 334-6576 Fees and Receipts: Number 9050 Description Amount 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 E IDIAN ,, 'City of Meridian, Planning Department 33 E. 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 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 8256 Annexation Rezone 8257 Conditional Use or Commission Level Modification 8258 Development Agreement Modifiction 8259 Preliminary Plat 8260 Preliminary Plat per Lot PZ and PW Fee Check Number: 1164 (12/21/2011) Amount $1,826.00 $1,369.00 $502.00 $2,264.00 $96.00 Total Fees: $6,057.00 $6,057.00 Total Receipts: $6,057.00 Balance Due: $0.00 A Hearing Date: February 2, 2012 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 I/4 of the NE %a of Section 20, Township 3 North, Range 1 East, B.M.