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Mayor Tammy de Weerd E IDIAN City Council Members: Keith Bird Joe Bodon Luke Cavener Genesis Milam IDAHO Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: July 15, 2014 Transmittal Date: June 25, 2014 File No.: MDA 14-007 Hearing Date: July 22, 2014 Request: Public Hearing: Amend the recorded Development Agreement for the purpose of excluding the property AND creating a new development agreement to govern the the proposed Timbergrove Subdivision By: Steve Arnold Location of Property or Project: west of N. Centrepoint Way & north of E. Ustick Road _Joe Marshall (No FP) _Scott Freeman (No FP) —Steven Yearsley (No FP) —Patrick Oliver (No FP) _Macy Miller (No FP) Tammy de Weerd, Mayor —City Council Sanitary Services (No VAR, vac, FP) —Building Department/ Rick Jackson _Fire Department Police Department —City Attorney _City Public Works _City Planner _Parks Department Economic Dev. —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 (FP1PP/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 Your Concise Remarks: City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org (�rE IDIZ IAN{- �J Planning Division COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) W Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment - ® Conditional Use Permit ❑ Conditional Use Permit Modification Development Agreement Modification STAFF USE ONLY: ❑ Final Plat - File number(s): ❑ Final Plat Modification tt o l - Do p 194- - 7 ❑ Planned Unit Development ® Preliminary Plat o/� 72l Project name: �. L/YW 1/`C_ ❑ Private Street Date filed: S__ Date complete: S "9. i ❑ Rezone ❑ Short plat A Assigned Planner: ki .6 Az -df 11 Time Extension (Commission or Council) Relatedfiles: 93-025' I- birozo ' ❑ UDC Text Amendment ❑ Vacation (Council) 11 Variance FP- 0(0 - (2 3 S • 6 7 DA S 105093 d ) � �( Hearing date: YC Commission ❑ Council ❑ Other Applicant Information Applicant Dame: A Team Land Consultants phone: 208-871-7020 Fax: Applicant address: 1785 S Whisper Cove Ave Boise, Id Zip; 83709 E-mail: Steve@ateambolse.com Applicant's interest in property; Mown ❑ Rent ❑ Optioned gl other Representative Owner name: Blue Marlin Investments LLC Owner address: P O Box 8204, Boise Idaho Phone: 208-321-0525 Fax: 83707 E-mail: Steve@ateambolse.com Agent name (e.g., architect, engineer, developer, representative): Steve Arnold Firm name: A Team Land Consultants Phone, 208-871-7020 pay. Address: 1785 S Whisper Cove Ave Boise, ID Zip: 83709 Primary contact is: IDApplicant ❑ Owner ❑ Agent ❑ Other Contact name: Steve Arnold E-mail: Steve@ateambolse.com Phone: 208-871-7020 pax: Contact address: 1785 S Whisper Cove Ave Boise, Id Zip; 83709 E-mail: steve@ateambolse.com Subject Property Information Location/street address: NW corner of Ustick Road & Centrepoint Way Assessor's parcel number(s): RI 343770020, 0030, 0040, 0050, 0060, 0070, 0080 Township, range, section: Section 32, 4N, 1 E Total acreage: 4.28 Current land use: CG Current zoning district: City of Meridian 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridimeity.org 1 (Rev. 02/082013) !41305 Project Description Project/subdivision name: Timbergrove Subdivision General description of proposed project/request: Develop a community of 20 four-plex buildings, club house , walking paths, common areas and open space. Proposed zoning district(s): CG Acres of each zone proposed: 4.28 Type of use proposed (check all that apply): 131 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Settlers Irrigation District Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: surface water Secondary: City Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):. Residential Project Summary (if applicable) Number of residential units: 80 Number of building lots: 20 Number of common lots: 4 Number of other lots: n/a Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2 — 3 bedrooms: 80 4 or more bedrooms: Minimum square footage of structure(s) (excl. garage): 3,665 Proposed building height: 2a' at mid gable Minimum property size (s.f): 7300 Average property size (s.E): 8000 Gross density (DU/aem-totat land): 20.5 units per acre Net density (W/acre-excludingroads & alleys): 27.21 Percentage of open space provided: 40 -percent Acreage of open space: d- % b Percentage of qualified open space acreage: 18 -percent (See Chapter 3, Article (3, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Landscaping, pathways Amenities provided with this development (if applicable): Clubhouse, pathways, gazebos Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhomes ❑ Duplexes DMuld-fancily ❑ Other Non-residential Project Summary (if applicable) Number of building lots:_ Gross floor area proposed: _ Hours of operation (days and Percentage of site/project devoted to the following: Landscaping: Total number of employees: Total number of parking spaces provided: Authorization Print applicant name: Steve Arnold Applicant signature: Steve Arnold Building: Other lots: Existing (if applicable): Building height: Paving: Number and ages of students/children (if applicable): Number of compact spaces provided: Date: 4/24/14 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 02/082013) TE M( Land Development & Real Estate Services April 30, 2014 Mr. Bill Parsons, Associate City Planner City of Meridian 33 E. Broadway Avenue Meridian, Idaho 83642 Dear Bill: Subject: Timbergrove Subdivision On behalf of Timbergrove LLC,/A Team Land Consultants presents to the City of Meridian a Preliminary Plat Arid Conditional Use application for the proposed Timbergrove Subdivision. The subject property is located at the northwest corner of Ustick Road and Centrepointe Way. The property contains 4.28 total acres. The property was previously platted as Lots 2-8, Block 1, Centrepointe Subdivision, Project Summary The applicant is proposing 20 four plex units, 1 common lot, and one club house lot. The site is currently zone CG, which allows up to 40 units per acre of multifamily development. The gross density of the residential area is calculated at 20.5 dwelling units to the acre. All of the residential lots will have access via a common drive isle running parallel to Centrepoint Way. No direct access is proposed to Centrepoint Way. There are several common areas planned in the center of the development, a gazebo and picnic area, a club house along with extensive landscaping will be provided. There will be a pathway connection made to the west, within the Champion Park Subdivision. There is an existing 6 - foot vinyl fence adjacent to our west boundary, we will continue that adjacent to our north and south boundaries. Fencing will be constructed in accordance with City Code. Drive Isles and Adjacent Roads Primary accesses to the proposed development are three driveways off Centrepoint Way, connecting to the proposed north/south drive isle. There were four approaches built by the developer when the roadway was constructed. The plan is to align the central driveway with the main drive isle to the east within the commercial site. The southern driveway will be retained, and the northern driveway will be relocated to the north boundary. The internal private streets will be constructed as a 25 -foot drive isle, 19 -foot parking stalls on both sides and sidewalks adjacent to the parking. A traffic study was not included with this Land Use Planning & Design/ Project Management/ Real Estate 1785 Whisper Cove Avenue, Boise Idaho 83709. Ph. (208) 871-7020 Fx. (208) 321-0525 E-mail: steve@ateamboise.com Page 2 application due to the minimal amount of trips this site generates per day; approximately 560 trips per day. Buffer along Centrepoint Way: Alternative Compliance Since the time of construction, Centrepoint Way was upgraded from a commercial drive to a collector roadway. It was designed and built to collector road standards. However, when the landscape strip was constructed for the previous subdivision, it was constructed 10 -feet wide (required for a commercial street). City Code now requires a 20 -foot landscape strip adjacent to a collector roadway. As part of the application we are requesting the 10 -feet be allowed and we will add additional landscaping between the buildings just west of the road (between 10 -15 -feet), and we will be providing additional along the west boundary. As you enter the site to the south off Ustick Road, there will be an approximate 30 -foot buffer adjacent to Centrepoint Way. Because the site is narrow, and it is required that we construct a 25 -foot wide drive isle, with parking on either side, it does not leave enough room to construct the required 20 -foot landscape buffer. The alternative would be to design the site with east/west drive isle orientation. That presents other problems, such as multiple driveways onto Centrepoint Way, a collector that ACHD requires limited access. It also makes for a less cohesive project with little connectivity between buildings, see below. Q) As a method of Alternative Compliance, we would like to increase the landscaping along Centrepoint Way just as you enter off Ustick Road, and C/Projects/Timbergrove - Narrative.doc Page 3 increase the landscaping in between buildings that are the closest to Centrepoint Way. This would make for an attractive collector road frontage without 20 -foot wide linear strip of landscaping, and meet the intent of the code, see below. H Utilities, Irrigation and Storm Drainage There are existing wet and dry utilities adjacent to this site's east and south property line. The developer is proposing to extend both sewer and water from the east into this development. We are currently showing a looped water system within the development. Dry utilities will also be extended into this site to all building lots. The common areas will also be utilized for storm drain, with seepage beds handling the nuisance water. Pressurized irrigation is existing and will be extended to all new common areas. Neighborhood Meetings There was a neighborhood meeting conducted prior to submitting this application on November 8, 2014. There were three main points of concern. The first was the pathway connection to the existing pathway in Champion Park and the increased pedestrian traffic that it would cause. The second was the location of the open space adjacent to our western boundary. Neighbors to the south of the pathway wanted it located further to the north, and neighbors north of the pathway wanted it located further to the south away from their townhomes. The final concern was how the buildings were going to look. At the meeting we did not yet have the architectural renderings, but those were later mailed out with no further concern. C/Projectsrrimbergrove - Narrative.doc Page 4 One modification came to our original plan with the open space to the south of the pathway with the gazebo, we were able to move it further north with unanimous approval. Because there was no consensus on the open space centrally located aligned with the connecting pathway, it was left in its previously proposed location to allow for Commission and Council direction. As was the pathway connection within Champion Park. Proposed Buildings As part of the application we are submitting color photographs of the proposed buildings. The color combination for the buildings will be a mixture of earth tones as shown on the submitted pictures. The fascia and trim will be designed in such a way as to better accent the earth tones. Variations in wall panels and rooflines are provided to also add architectural amenities to the buildings appearance. All of the buildings will be constructed to a minimum of a Silver LEED standard, thus providing energy efficiency. This in turn allows the mechanical units to be constructed smaller. Two foot fencing will be provided to screen the mechanical units. The buildings and the facades are architecturally attractive and help function to promote owner occupied building or a higher end rental unit. Each of the units is two stories with its own individual entrance on each side of the building. Pathways to the entrances are provided from the parking area to each unit, thus giving the owner or renter the feel of a private entrance. The builder has a copyright on the architectural design; these are very attractive units, built by a reputable builder. In our first site plan, we were proposing all one type of building. Due to some concern with pathways adjacent to the west boundary, backing to the townhomes, we modified the building plan. The modified buildings will have back yards just like the townhouses. Previously it had the front of the four plex facing the back yard of the Townhouse. This created concern with a long linear pathway in between the townhouses and the four plexes. With the modification we essentially have back yard backing up to similar back yard units. Each townhome unit will now basically have one four plex unit backing up to it. This makes for a very smooth transition from townhouse units to four plex units. Amenities and Open Space The proposed development includes 1.76 acres of open space to be used for a club house, picnic/gazebo area, and pedestrian pathways. Additional landscape buffering is being provided along Centrepoint Way at the south end of the project, so as to make a "grander" statement as you enter the development off Ustick Road. We are aligning another large common area with a playground and picnic area with our main sites entrance, this will also be the location of the club house. Additional landscaping will be provided adjacent to the west boundary of the project to aid in the transition between the townhouse lots and the four plex lots. Several gazebo and picnic areas are also being provided between units. All C/Projectslrimbergrove - Narrative.doc Page 5 landscape areas will be landscaped in accordance with Meridian City landscaping requirements. Vision Statement This site is a great location for multifamily development, walking distance to shopping and employment centers. The multifamily use will also be a very good buffer between the existing commercial uses to the east and the townhouse units to the west. It is a very good transitional use. The developer will also be the builder and has a very unique floor plan and elevations which greatly enhance the quality of the project. Extensive care will be provided to "build" value into this development. Our vision is to work with the City and create a neighborhood that will add value to the community. We encourage members of Staff, the Planning and Zoning Commission and City Council to participate in this Vision. This will only enhance the community and the project, which will be a benefit to all. It is anticipated that the applications are in compliance with all applicable plans and codes adopted by the City. Please notify us as early as possible if you should need additional clarification or information regarding this application. The proposed development will be a great addition to the City and will be a high quality residential development along a major gateway to the City. I look forward to working with the City as this development moves forward in the process. Sincerely, A Team Land Consultants Steve Arnold Project & Real Estate Manager Cc: Dave Scaggs C/Projects/Timbergrove - Narrative.doc EXHIBIT A CentrePoint Marketplace (excluding Kohl's parcel) May 5, 2006 A parcel of land located in the Southeast quarter of Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho, being all of Parcels "A' and "C" as shown on Record of Survey No. 7372 recorded as Instrument No. 106070944, records of Ada County, Idaho, together with a portion (after excepting the South 38' as Ustick Road right-of-way) of the property shown on Record of Survey No. 4612 recorded as Instrument No. 99042527, records of Ada County, Idaho, which combined parcel is more particularly described as follows: Commencing at the Southeast corner of said Section 32; thence North 89" 44'39" West 1,328.23 feet along the South line of said Section 32 to a point; thence North 00" 29'46" East 38.00 feet to a point on the North boundary of the East Ustick Road right- of-way, said point being the Real Point of Beginning; thence North 000 29'45" East 1,447.43 feet along the West line of the East half of the Southeast quarter of said Section 32 to a point; thence North 28" 00' 30" West 238.36 feet to a point; thence North 25" 08' 01" West 25.02 feet to a point; thence North 44" 52'43" West 99.30 feet to a point; thence, North 31" 39'43" West 201.40 feet to a point; thence North 47" 39'43" West 44.31 feet to a point; thence South 89" 46'53" East 1,348.50 feet to a point; thence South 00" 30'07" West 225.00 feet to a point; thence South 89" 46' 15" East 290.50 feet to a point on the West boundary of the North Eagle Road right-of-way; thence South 00" 30' 19" West 1,019.20 feet along the West boundary of the North Eagle Road right-of- way to a point; thence South 01" 50' 49" West 671.64 feet along the West boundary of the North Eagle Road right-of- way to a point; thence South 460 02'29" West 43.16 feet to a point; thence North 890 44' 39" West 186.37 feet along the North boundary of the East Ustick Road right-of- way to a point; thence North 00" 00' 52" East 359.26 feet to a point; thence South 890 59' 56" West 181.53 feet to a point; thence North 46" 31'46" West 104.54 feet to a point; thence North 000 00' 04" West 28.58 feet to a point; thence North 89" 59 53" West 205.85 feet to a point; thence South 00" 00' 04" East 65.17 feet to a point; thence South 890 59'56" West 289.65 feet to a point; thence North 00" 00' 08" East 137.66 feet to a point; thence North 89" 59'26" West 105.26 feet to a point; thence South 00" 15'21 " West 512.46 feet to a point; thence North 42" 46' 09" West 10.99 feet to a point; thence North 89" 44'39" West 39.00 feet to a point; thence South 43" 16' 51" West 41.04 feet to a point; thence North 89" 44' 39" West 135.44 feet along the North boundary of the East Ustick Road right-of- way to the Real Point of Beginning. When recorded return to: W.H. Moore Company 1040 s Bonito Way Ste Iso ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 1 Meridian ID 88842 BOISE IDAHO 99/28/08 11:12AIW DEPUTY D -RE lllg III IIIIIIIIIIIIIIIIIIIIIIIIIIIII ILII RECORDED -REQUEST Of tU H Moore 106154699 GRANT DEED For value received, Winston H. Moore and Diane L. Moore, husband and wife, the grantor, does hereby grant, bargain, sell and convey unto Blue Marlin Investments, LLC, an Idaho limited liability company, the grantee, whose current address is PO Box 8024, Boise, Idaho 83707, the following real property located in Ada County, Idaho: See Exhibit A, attached; To have and to hold said premises, with their appurtenances, unto the grantee, its successors and assigns forever, subject to all assessments, claims, encumbrances, easements, restrictions and rights-of- way apparent or of record. Dated: oOL Winston H. Mobre State of Idaho ) )SS. County of Ada ) l U .lL 1, - inaston H, 4Moore. er *an+elnI1!C_— On this 12� day of2006, before me, the undersigned, a Notary Public in and for said State, personally appe eafr d Winston H. Moore, known or identified to me to be the same person described in and who executed the within instrument, and he duly acknowledged to me that he executed the same as principal, and additionally that he separately executed the name of Diane L. Moore as principal and his own name as her attorney in fact. a` •••• ',,L NotaryPu-bTic fo Idaho • NOTARY Residing et I h lSQ . w6' *� •.• i*c Comm Expires 01.13-9.rNZ PUBLIC AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I Blue Marlin Investments LLC Boise (name) (city) being first duly sworn upon, oath, depose and say: P.O. Box 8024 (address) ID 83707 (state) I. That I am the record owner of the property described on the attached, and I grant my permission to: A Team Land Consultants 1785 Whisper Cove, Boise Id. 83709 (name) (address) to submit the accompanying applicatiou(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 Mericlimi staff to enter the subject property for the purpose of site inspections related to processing said applicatiou(s). Dated this (� clay of "rw 20 l � r (Signature) SUBSCRIBED AND SW4tt,o,before me the (lay and year first above written. ':. ? a r'NO.I.ARI, (� /��/(NotaryPublicyyf/or'�Id/�aho) PUBLICResicling aa &" LCGYI /1 ' e My Commission Expires: 0 `�✓" 2(1 /{�_ 33 E. Broadway Avenue, Suite 102 • Meridinn, Idaho 836,12 Phone: (208) 88,1-5533 • Faesimile: (208) 888-685,1 • Website: www,meridiancity.org 251 ARTICLES OF ORGANIZATION LIMITED LIABILITYCOMPANY (Instructions on back of application) 1. The.name of the limited liability company Is: Blue Marlin Investments, LLC 2. The street address of the Initial registered office is: Givens Pursley LLP, 601 W. Bannock, Boise, Idaho 83702 . FILED EFFECTII 106 SEP ,7 Ph It 3.9 SMPETAPy,QF$T STATE OF and the name of the initial registered agent at the above address is: Christopher J. Beeson 3. The mailing address for future correspondence is: P.O. Box 8204, Boise, Idaho 83707-2204 4. Management of the limited liability company wil..lbevested In: Manager(s) E] or Members) ❑ (phse check the appropdale box) 5. If management is to be vested in one or more manager(s), list the name(s) and addresses) of at least one initial manager. If management is to be vested in the member(s), list the name(s) and address(es) of at least one initial member. Name Address Winston H. Moore P.O. Box 8204, Boise, Idaho 83707-2204 Jeff W. Moore P.O. Box 8204, Boise, Idaho 83707-2204 6. Signature of at leas rson responsible f Ing the limited liability company: Signature: secretary of sfale use only --`�- Typed e: Christopher J. Bees Capacity: Organizer MID SECRETARY W STATE Signature 419f67/2086 05900 Typed Name: l CK. - 111 U = 119.q ORGAN LLC 12 CapacIty: y@ t I N.J1 = iLo MGITE C 13 m Wxb Fonn +R USTICK ROAD TIMBERGROVE SUBDIVISION Fi�M PLANNER/CONTACT STEVEARNOLD DEVELOPER TIMBERGROVELLC LOTS 7 4, 6, 7, AND 8, BLOCK I, CENTREPOINTESUBD/VISIONOF ABEAM LAND CONSULTANTS 1341 S. SPRING VALLEY DR. SECTION 32, O N B.M. <.< 1783 WHISPER COVE AVE. NAMPA, ID 83686 CITYOFBOISE, ADR COUNTY, IDAHO , AD COU BOISE, IO 83709 PR. 208.871-7020 Ci/((E IDIAN1= Community Development Parcel Verification Date: 4/17/14 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Timber Grove Sub Parcel Number: R1343770020(0.598 Acres) R1343770030�(0.595 Acres) R1343770040 (0.629 Acres) R1343770050 (0.768 Acres) R1343770060 (0.778 Acres) R1343770070 (0.775 Acres) R1343770080 (0.801 Acres) T/R/S: 4N/1E/32 Property Owner: Blue Marlin Investments PO Box 8204 Boise, Id 83707 Address Verification Rev: 04/23/12 ( CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: i`�'6Atapai'd ALA -44,'I, City Staff:re.-Pv Location:da>c Comprehensive Plan Future Land Use Map Design Guidelines Development Context: _ Proposed Use: Existing Use:0-e.04-t+ Surrounding Uses: A.4 le Street Buffer(s) and/or Land se Buffer(s): _ Open Space/Amenities/Pathways: Access/Stub Streets/Street System: Gce Sewer & Water Service: History: R Additional r. dP MA Proposed Zoning: Existing Zoning: C, - of qj"Z.) Date: Y 10 Y Other Agencies/Departments to Contact: III &` 0-i , -W-Ada County Highway District T'#5, 5 Y❑ Nampa Meridian Irrigation District ❑ Public Works Department ❑ Idaho Transportation Department ❑ Settler's Irrigation District ❑ Building Department ❑ Sanitary Services Company ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance 96 Development Agreement Modificationa El Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension - Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map Planned Unit Development `❑ ❑ Vacation ❑ Comprehensive Plan Amendment - Text Preliminary Plat It Z 10V as y Z4,00i r Variance ®. Conditional Use Permit # 134?. do Private Street IVs 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 fora vacation orshod 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. Name: City Staff: Ui tt X r u p Location: Comprehensive Plan Future Land Design Guidelines Development C Proposed Use: - AU /r/ ._ Existing Use: 1/�w Surrounding Uses:, CITE' OF MERIDIAN PRE -APPLICATION MEETING NOTES Map Street Buffer(s) and/or Land Use Buffer(s): Open Space/Amenities/Pathways: Access/Stub Streets/Street System: _ Sewer &Water Service: 5 elvoG_ 4 Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation/Hazards: 1410 History: , s1 _( Mu (� Proposed Zoning: AM Existing Zoning: ( -e_�,. Date: of Property: Other Agencies/Departments to Contact: ❑ Ada County Highway District ❑ ❑ Idaho Transportation Department ❑ ❑ Sanitary Services Company ❑ Central District Health Department Application(s) Required: ❑ Administrative Design Review ❑ Alternative Compliance ❑ Annexation ❑ City Council Review ❑ Comprehensive Plan Amendment- Map ❑ Comprehensive Plan Amendment - Text Conditional Use Permit ,5; t =.`.'. i,, Nampa Meridian Irrigation District ❑ Public Works Department Settler's Irrigation District ❑ Building Department Police Department j,AGi Parks Department Fire Department J` 11 4 .C, ❑ Other: 1 `0-62, y ❑ Conditional Use Permit Modification/Transfer ❑ Rezone Development Agreement Modificafion{s 5n9 -d5 ❑ Short Plat ❑ Final Plat ❑ Time Extension - Council ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Planned Unit Development ❑ Vacation ❑ Preliminary Plat ❑ Variance ❑ Private Street ❑ 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) Alt 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 submital and/or application. This pre -application meeting shall be valid for four (4) months. CrIJ CD Co rQ 1711, aq Oq Uj Un Ci N C -s 14 cv 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 Date 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 0 Facsimile: (208)-888-6854 1 Website: www.meridioneity.org Steve From: Jerry Hastings <jhastings@adaweb.net> Sent: Monday, February 10, 2014 1:40 PM To: Steve Arnold; Michael Marks <westboundsurvey@hotmail.com> Subject: Timbergrove Subdivision Name Reservation February 10, 2014 Steve Arnold A Team Land Consultants RE: Subdivision Name Reservation: "Timbergrove Subdivision" Dear Steve, At your request I have reserved the name of "Timbergrove Subdivision" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the next ten (10) years unless the project is terminated by the client or the jurisdiction or the conditions of approval have not been met. In which case the name can be re -used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 County Surveyor Ex Officio Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax From: Steve Arnold [mailto:steve(@ateamboise.com] Sent: Monday, February 10, 2014 1:13 PM To: Jerry Hastings Subject: RE: Subdivision Name I believe that it will be Westbound. Thanks, Tem Steve Arnold, Project Manager (208)871-7020 1785 S Whisper Cove, Boise, Idaho 83709 stevePateam boise.com From: Jerry Hastings [mailto:ihastings(abadaweb.net) Sent: Monday, February 10, 2014 11:55 AM To: Steve Arnold Subject: RE: Subdivision Name Steve From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Tuesday, April 22, 2014 2:21 PM To: 'Steve Arnold' Subject: RE: Timbergrove Steve, A traffic impact study is not required for this application. Please let me know if you have any other questions. Mindy Mindy Wallace, AICP Planner III Ada County Highway District (208) 387-6178 "We drive quality transportation for all Ada County -- Anytime... Anywhere!" From: Steve Arnold [mailto:steve(&ateamboise com] Sent: Tuesday, April 22, 2014 12:32 PM To: Mindy Wallace Subject: RE: Timbergrove 80 units. Wntl Devefoyrncnf a Real EslafO Snrvfces Steve Arnold, Project Manager (208) 871-7020 1785 5 Whisper Cove, Boise, Idaho 83709 steve(@ateamboise.com From: Mindy Wallacefmailto:Mwallace(aachdidaho.ora] Sent: Tuesday, April 22, 2014 12:10 PM To: Steve Arnold (stevePateamboise.com) Subject: RE: Timbergrove Steve, How many units? On €I€F m g �� g�•'a'e55¢a aSE5� � a�© ' � p iyllgpp`yA FaI€ 4411151. I I YI p F9 If ��I � 9� x lug R s a age ¢ o I IM�� Y 3 N�O I � III q v I I I III I ili �I PI 9 4 Y - ������������ lel y € g 7 v Y �pFymme... .®®.�.. n q -*ff*p_4*ea®. II Y� fl a�Y € N E UYUA RO N v"a @p A a:pa 6a axe e �P �� 13 N T S •q V x SITE A Team Land Consultants April 18, 2014 Mr. Steve Arnold Page 1 of 22 1785 Whisper Cove Avenue 14039GI001 Boise, Idaho 83709 Subject: Geotechnical Recommendations Centrepoint Apartment Project 3223-3559 North Centrepoint Way Meridian, Idaho Steve: As per our discussions, I contacted WH Moore Company, the developer of Centrepoint Shopping Center and Subdivision. They provided me a copy of the 2008/MTI geotechnical report for the Hobby Lobby Store in the northwest corner of their development. Hobby Lobby is across Centrepoint Way from the northern two lots in your development. As indicated, I provided geotechnical engineering services in 2002 & 2003 for the adjacent Champion Park Subdivision developed by Hillview Development. Service provided at Champion Park included a Geotechnical Recommendation Report and groundwater research. Champion Park is immediately adjacent to your west property boundary. A review of these two reports indicates similar subsurface conditions exist on both properties. It can be assumed that these conditions are continuous through your proposed apartment project. Based on this assumption, the construction of the proposed multifamily housing complex is feasible. Recommendations for site grading, placement of structural fill, stormwater disposal and pavement sections are provided herein. Preliminary foundation design recommendations are also included. All design recommendations are contingent upon confirming subsurface conditions are in agreement with those described herein. We appreciate this opportunity to be of service and we look forward to working with you during the construction of this project. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully submitte Bob J. Arnold, PE 208-440-6276 * bjarnoldpe@msn.com 1 Post Office Box 190537 * Boise, Idaho 83719 INTRODUCTION General This report presents geotechnical recommendations for 21 apartment buildings to be constructed on eight lots on the west side of North Centrepoint Way, just north of Ustick Road in Meridian, Idaho. The Ada County Assessors website identifies the lots as 3223 to 3559 North Centrepoint Way, Meridian, Idaho. Access to the eight lots is from Centrepoint Way and Ustick Road, approximately one quarter mile west of Eagle Road. As indicated, Centrepoint Shopping center is east of the subject lots and Champion Park Subdivision is adjacent to the west. Authorization Authorization to proceed with this geotechnical investigation was received from the client, Mr. Steve Arnold on or about February 20, 2014. The use of the recommendations provided in this report indicate the client's acceptance of the scope of work, and the warranty and limitations included in our typical proposal and as indicated herein. Warranty and Limitations The exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the provided civil and foundation design recommendations. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client. It is warranted that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. 208-440.6276 * biarnoldpe@msn.com 2 Post Office Box 190537 * Boise, Idaho 83719 ITE RESEARCH & DOCUMENTATION Research Inspection of the subject property and review of historical aerial photos reveals that a farm house and out buildings were present on the southern three lots prior to 2006. In late 2005 and early 2006, development of the adjacent Champion Park Subdivision began grading operations immediately to the west. In May 2006 a large onsite shed or garage was removed from north of the home. Around this time, the fence between the properties was constructed and the irrigation ditch along the west property line was buried in concrete pipe and elevated fill. In September/October 2006 the home was removed and Centrepoint Way was constructed. In October 2006, after Centrepoint Way was constructed, extensive earthwork occurred on the subject property from the farm house / shed all the way to Ustick Road. Minor grading occurred along Centrepoint Way from the residence to the north property boundary. In 2010 the entire subject property was plowed (corrugated), most likely to control weeds and surface water runoff. Furrows are still visible in Google Earth's 2013 aerial photo. At this time there is evidence of minor filling or grading on the southern one third of the property but the furrows remain to the north. Large gravel and small cobble are visible on the surface indicating that filling has occurred. The property has received dumped or abandoned materials along the west fence line where there are small stockpiles of dumped soils, trash, lawn clippings and construction related debris. As indicated, the recommendations included herein are based upon a 2002 Geotechnical Report for Champion Park subdivision prepared by this engineer for Jim Merkle with Hillview Development and a 2008 report by MTI of Boise, Idaho prepared for WH Moore Company. Authorization to possess and utilize the Moore Report was provided by Mr. Jonnathan Seel, Construction Coordinator for WH Moore. The two reports indicate that geotechnical borings were drilled on immediately adjacent parcels both east and west of the subject property. Subsurface soil samples were gathered, returned to soil laboratories, and analyzed as a part of those investigations. 208-440-6276 * bjarnoldpe@msn.com 3 Post Office Box 190537 * Boise, Idaho 83719 SITE MULTI Laboratory Testing The reports indicated that the laboratory -testing programs included Sieve analysis (ASTM D6973), Moisture Content (ASTM D2216) and Liquid Limit, Plastic Limit & Plasticity Index (ASTM D4318) testing of selected samples. A sample from the Champion Park development was also submitted for R -Value testing in accordance with ITD method T-8. Reports indicate that all phases of the laboratory -testing was conducted in general accordance with applicable ASTM & ITD Specifications. Subsurface Conditions Fill material is present on the southern three or four lots where and former home was present. This fill is to be confirmed to be acceptable material and properly placed and compacted at the time of construction. Across the rest of the property, it is anticipated that a typical soil profile will include a shallow topsoil layer with a very shallow root zone / organic layer. Hand auger borings indicate that the rootzone for the existing grass and weeds is a few inches. Boring Logs from the referenced reports indicate the typical soil profile consists of 5.0-7.5 feet of overburden soils atop the deeper sand and gravel pitrun type materials. The Champion report states that dark brown, moist to wet, sandy clay to sandy silt soils extended to 4.5-5.0 feet below the existing ground surface. This surface layer contains some clay at the surface and becomes siltier with increased depth. At 5.0-6.5 feet below the surface, a cemented layer is present. Below the cemented silt layer are the sand and gravel, pitrun type materials. These materials are silty at the contact point and increase in coarseness and cleanness with increased depth. Free draining materials are present at eight feet below existing grade. The Hobby Lobby Report indicates a similar soil profile was present on their property. Groundwater was not encountered during either investigation in 12 to 25 foot borings. The Champion Report indicates there were two wells on the adjacent property and that groundwater was 17 to 18 feet below the surface. 208-440-6276 * bjarnoldpe@msn.com 4 Post Office Box 190537 * Boise, Idaho 83719 ITE MTM CONSTRUCTION RECOMMENDATIONS General Earthwork A test pit is required where the former farm house was located. This is to confirm that the demolition site was properly backfilled with acceptable fill materials. Excavation of this test pit is to be observed by the project geotechnical engineer or retained soils inspection firm. Additional recommendations may be provided based upon observed conditions. Grubbing the organic layer from beneath future fills, pavements, slabs and foundations is required. It is anticipated that less than six inches of materials will need to be removed. This is to be monitored and adjusted as needed during construction. Prior to placement of new fill or structural elements the subgrade soils are to be brought to proper moisture contents (± 2% of optimum) and compacted to 95% of the maximum dry density as determined by ASTM Method D-1557 also referred to as "Modified Proctor" method. This Compaction testing is to confirm that the existing subgrade, each lift of structural fill, and each layer of the pavement section are properly compacted. Inspections must also confirm the subgrade and structural fill materials are firm and stable. Subgrade, structural fill, and pavement section layers can pass compaction tests and still not be acceptable if deflections, excessive moisture, or rutting is observed. Structural Fill If additional structural filling is required, imported granular materials are recommended. Imported fill should be four inches minus, well graded sand / gravel, with less than 10 percent passing #200 sieve. The onsite soils can be used for backfill provided the organic materials, all debris and any fat clay soils are excluded. Structural fill used within building pads, under cast in place concrete and within future right of ways are to be compacted to exceed 95% of the maximum dry density as determined by ASTM Method D-1557, Modified Proctor. 208-440-6276 * bjarnoldpe@msn.com 5 Post Office Box 190537 * Boise, Idaho 83719 ITE SULTI Foundation System Based upon observed and reported conditions, bearing pressures of up to 1500 psf are allowed for design of the planned foundations. Conventional strip foundations and crawlspaces or slab on grade floor are acceptable. Foundations will bear on the native silt or cemented silt soils. Proof rolling the foundation supporting soils to identify soft, deflecting or excessively wet areas is recommended. A foundation embedment depth of 30" is recommended for frost protection. For residences or structures with crawlspaces, proper compaction of foundation wall backfill and utility trenches is critical to prevent water from entering crawlspaces. The use of bagged bentonite to plug voids where utilities pass under footings will prevent irrigation water from entering crawlspaces from service trenches. The construction joint between foundation wall and footing is to be sealed with foundation mastic on any building that will have a crawlspace. Slab on Grade Concrete Interior slab on grade floors, garage floors, driveways, and exterior parking slabs are to be over excavated or elevated so that a minimum of one foot of structural fill is present. The upper four inches of this granular fill is to be well graded sand or sand and gravel mat with 100 percent passing a 3/4" sieve and not more than seven percent passing a #200 sieve. All exterior sidewalks and patios are to include a properly compacted six inch granular mat. This is to reduce the potential for frost heaves. Onsite, fine grained silt / clay soils may contain high moisture contents after wet weather and then be susceptible to frost heave. The granular mat is to be compacted to the requirements of structural fill. Interior slab on grade concrete is to include a building code compliant vapor barrier or vapor retarder. Flooring manufactures recommendations are to be followed concerning type, thickness, and placement of barrier. 208.440-6276 * bjarnoldpe@msn.com 6 Post Office Box 190537 * Boise, Idaho 83719 ITE SULTING,S LC Pavement Design An R -value result of R=12 was generated for pavement design at Champion Park and has been used for this project. This value needs to be adjusted if clay is found to be present at the subgrade elevation. Based on this value and a Traffic Index of TI=6 the following pavement sections are recommended. Material Truck Access & Driveways Auto Parking ACP 3.0" -. 2.5" Road Base - 4.0" 4.0" Sub Base (Pitrun) 14.0" 12.0" Compacted Subgrade 8.0" 8.0" All materials and methods used to construct driveways and parking areas are to comply with the requirements of ISPWC Standards. If pavements are to be constructed prior to building structures so that construction loads (delivery vehicles including concrete and material trucks) will traverse parking area or if materials are to be staged in completed parking areas, the thicker pavement section shall be constructed. Stormwater Disposal Free draining, granular soils were present within Champion Park Subdivision and the Hobby Lobby site at eight to ten feet below the existing surface. A percolation rate of P=8 inches per hour can be assumed for these soils. Given the weakly cemented silt and hardpan layers encountered in the test pits and the presence of fill on the subject site, it should be confirmed at the time of construction that percolation facilities extend to free draining materials. 208.440-6276 * bjarnoldpe@msn.com 7 Post Office Box 190537 * Boise, Idaho 83719 ITE LLC General Comments After the plans and specifications are completed it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm subgrade stability and proper placement and compaction of structural fills. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. This report has been prepared for the exclusive use of the identified client and other retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described here and apply only to the property identified. Appendix Follows 208-440-6276 * bjarnoldpe@msn.com 8 Post Office Box 190537 * Boise, Idaho 83719 SITE INSULTI APPENDIX Project Location Map Historical Aerial Photo Proposed Development Plan Test Pit Logs - Champion Park (3 pages) - Hobby Lobby (5 pages) Soil Log Legend Abbreviations and Acronyms 208.440-6276 * bjarnoldpe@msn.com 9 Post Office Box 190537 * Boise, Idaho 83719 SITE WSU Tri Historical Aerial Photos Current (10/17/13) Historical (05/14/06) (Property corners locked in photos — note Historical Farm House) 208-440-6276 * bjarnoldpe@msn.com 11 Post Office Box 190537 * Boise, Idaho 83719 SITE Proposed Development Plan W0 Plan supplied by Client 208-440.6276 * bjarnoldpe@msn.com 12 Post Office Box 190537 * Boise, Idaho 83719 SITE Champion Park BORING LOG Boring #: Boring #1 File: Client: Hillview Development Date Drilled: Project: Davis Property Drilled By: Location: SE Property Corner Logged By: 2069001 October 11, 2002 Jones Drilling Bob Arnold DEPTH SOILS DESCRIPTION Sample Type N p u 4 xo p ao p 00M I PI I LL 0.0-0.5 Rootzone, plant and organic matter in soil matrix 0.5-5.0 Black to dark brown, moist, dense, sandy silt 5.0-6.5 Dark brown, dense, slightly SS 54 67 59 46 18 8.6 NP NP cemented sandy silt 6.5 Contact with gravels 6.5-10.0 White to gray, moist, dense sand and gravels 10.0-11.5 White to gray, moist, dense sand SS 49 37 29 19 3.4 2.2 and gravels 12.5 Auger Refusal - Bottom of boring No Groundwater encountered Pipe installed in boring 208-440-6276 * bjarnoldpe@msn.com 13 Post Office Box 190537 * Boise, Idaho 83719 ITE LLC Champion Park BORING LOG Boring M Boring #3 File: Client: Hillview Development Date Drilled: Project: Davis Property Drilled By: Location: SW Property Corner Logged By: 2069001 October 11, 2002 Jones Drilling Bob Arnold 208.440.6276 * blarnoldpe@msn.com 14 Post Office Box 190537 * Boise, Idaho 93719 Sample Type N q p p DEPTH SOILS DESCRIPTION N ° io ao zao M PI LL 0.0-0.6 Rootzone, plant and organic matter in soil matrix 0.6-4.5 Dark brown, moist, dense, sandy Auger R= 95 93 84 52 6.3 6 28 silt (3.0) 12 4.5-5.0 Dark brown, dense, slightly cemented sandy silt 5.0-6.5 Brown, dense, cemented sandy silts SS 22 66 55 38 13 6.4 NP NP 6.8 Contact with gravels 6.8-10.0 White to gray, moist, dense sand and gravels 10.0-11.5 White to gray, moist, dense sand SS 66 and gravels 12.0 Auger Refusal Bottom of boring No Groundwater encountered Pipe installed in boring 208.440.6276 * blarnoldpe@msn.com 14 Post Office Box 190537 * Boise, Idaho 93719 ITE Champion Park BORING LOG Boring #: Boring #3 File: Client: Hillview Development Date Drilled: Project: Davis Property Drilled By: Location: NE Property Corner Logged By: 2069001 October 11, 2002 Jones Drilling Bob Arnold 208-440-6276 * bjarnoldpe@msn.com 1s Post Office Box 190537 * Boise, Idaho 83719 Sample Type a # # p DEPTH SOILS DESCRIPTION N a is #p 00M I PI I LL 0.0-0.5 Rootzone, plant and organic matter in soil matrix 0.5-5.0 Dark brown, moist, dense, sandy silt 5.0-6.5 Brown, dense, cemented sandy silts SS 72 69 61 36 17 1.7 NP NP 7.0 Contact with gravels 7.0-10.0 White to gray, moist, dense sand and gravels 10.0-11.5 White to gray, moist, dense sand SS 72 and gravels / a. 11.5 Auger Refusal Bottom of boring No Groundwater encountered Pipe installed in boring 208-440-6276 * bjarnoldpe@msn.com 1s Post Office Box 190537 * Boise, Idaho 83719 MATERTALS TESTING r� txl'; Hobby Lobby From MTI Report r-ICLID SORE HOLFn COG L -AL J -JN Q flarlxtti1v11'llz.Y ._ 1 K�W�gzl Wil 16 vh OF PNILLN,� 4FWluW'0M M 208-440-6276 bjarnoldpe@msn.com 16 Post Office Box 190537 Boise, Idaho 83719 . S I . T E MULTI MATLS ERFA la SoRc 6 LOG -F CqL T-ESTWO &- R --g INIS PeCTION aO.S' ridtcnminl PW -9, U1,4kil P, C.Ailla L&-,-A'14jf li"Zmlw rdh�-a prm IA afilt'Ll-m. jkvfnkt.n.11u I mle liczudg-PO4 nEput tpF L2:VK7-luj 1, I 208-440-6276 bjarnoldpe@msn.com 17 Post Office Box 190537 Boise, Idaho 83719 SITE pffl���� Iu�_ j Ficin Buse"O'Le I - V0" 3 INSPECTION I fa 1t41iFPl I �� 5 _ �`"•"' � x^_�� � Ghp1-I lra lf11 r7F4J?TIS3N 7rFl FwT..... 6LI Ubbu {Ill Lxltr'f_9 Ihz eve 01111m A'&.. I, CaN V.?9 fiQ cnF .laS PnsF! L1sL'-K {..7 fIF Lb THUS al if lLl ltu�r P[Ma[#':Cdl(Fallgcr -k3w l.: &9 6?A. !f rrrtl .;�r., 4i RW ar G°arr,'�r+i 51 Ix spgfln I13ATE�G11116etT. ft anarynd a -.08 � '.}TrL ! I�rI hN SI � !IY .[id �']��•1' �.� ltiLliliY3 , 300,1 I 3I _ F1 f(.4 FaUR iH t7fa`'Y t(}citICST I§b� tJf�7 �Si'in 1i y rY rti. 2 3 } i t. P)s r t�q 1• _ a�e rru 4�" ■1 IF✓liffNv. teE FY1le. iv 9dr -}. IIli ?rtlfTl l� nl it a:afp !� �9- �xa 3 Yob }s �.( sfN •f xiv-r, T" A! 208-440-6276 * bjarnoldpe@msn.com 18 Post Office Box 190537 * Boise, Idaho 83719 ITE SULTI 208-440-6276 * bjarnoldpe@msn.com 19 Post Office Box 190537 * Boise, Idaho 83719 k TE51ING ar�hl l lrra -r3 � I k ]I L7 i4{ti74fF�{tl ^Pl ��" G{�ILLt+I� U rtiC A.11`i`-wd� N� { T iAtlhtip �,I',iil ,. _� "" Cif{JLI fi1� 1 I'J j{yaFw fi erRfa{171 � � Qf �,�116 �zpYC r.r1�IF�@JtLlG{13{�,. fra 1��h�Ili�411)4RlrttilHtinlbw'sYsm lS'19r=d' [F:5l;J 9991r3ss'+a: rAwlIf L rdL71iA:.n; q} .I.i ad Sblh a3YaceA �n,{F�e3;ai'alkls7 Yt1`r-ant�iilcf i'7. � 11AYrgnplli�L�'Y �"i J`"Nv1-.'�IFi�rx(2� %fl I'b IT1lr uhA'c :.Gl1 � [j � L.FIALtI l rltA fi. dl'gafl I 208-440-6276 * bjarnoldpe@msn.com 19 Post Office Box 190537 * Boise, Idaho 83719 t v rFlafb GfiYt !'C lea I Flt it vxr r(u X5.j # .11fT iYl lAR Aha ;'4i{ne}- SLL � I �.1 � [j � L.FIALtI l rltA fi. dl'gafl � i. "� /•�' fA s{I��]}�.- t Y !`L f.,LTd !l Bim. 1 r �' l' /\ 1' ill' ➢ C R 4_C I+•2f{ $ ! F. I£It1 I 3'f R3 T C A 4S P;_ I it. Vi -tri" 9i41 � ��I �i 1 �'A'•� I 1 — - ..;; i- �t"� a ra;• t IRS ,a+�glr vi ��....u�i�s, �,n; 208-440-6276 * bjarnoldpe@msn.com 19 Post Office Box 190537 * Boise, Idaho 83719 MATERIALS TESMINO & SITE MULTI Flr_f_o EIORF-HOLGLOG e0 i,'�rI 10 1 0-5 TOIMLUEPTVI� 26-V q IMPI eh 30 1 �, p nr DR I LLDQ W -60-k-W zf'M M1791 rlrmo rlrezrol —71 '0 I j � q 208-440-6276 bjarnoldpe@msn.com 20 Post Office Box 190537 Boise, Idaho 83719 *101TI rly: EMIllu mlw.Ylte, el JINIH M; HS Rbp-wjj OW3 ELUA�3 RLUS-11 f IfifF T [WO, U1111 -,l 'Ai11 11 11,WYA 7 LY�-lk; A -11M �Ki I LY G M'19 Tj j Cl I j � q 208-440-6276 bjarnoldpe@msn.com 20 Post Office Box 190537 Boise, Idaho 83719 ITE INSULT[ Soil Log Legend UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) DIVIOONS DESCRIPTIONS COARSE GRAINED SOILS GRAVEL & GRAVELLY SOILS - <5%-g200 GW Well -graded gravel, gravel -sand mixture, little orno fines. GP Poorly -graded gravel, gravel sand mixture, little or na fines 5-12%-#200 >12%-#200 GM GC Silty gravel, gravel -sand -silt mixtures Clayey gravel, gravel -sand -clay mixtures SAND $ SANDY SOILS >50%-q4 <5%- g200 SW Well -graded sand, gravelly sand, little or no fines. SP Poorly -graded sand, gravelly sand, little or no fines >22%-#200 SM Silty sand, sand -silt mixtures SC Clayey sand, sand -clay mixtures FINE GRAINED SOILS > 50%- #200 SILTSANDCLAYS LL < 50% INORGANICML Inorganic silt and very fine sand, rock flour, silty or clayey fine sand or clayey silt with slight plasticity CL Lean clay -low to medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND [LAYS INORGANIC MH CH Elastic silt, micaceous or diatomaceous fine sand or silty soil. Fat clay - high plasticity ORGANIC OH Organic clay-med. or high plasticity: organic silt HIGHLY ORGANIC SOILS PT Peat, humus, swamp soil with high organic content if 208-440-6276 * bjarnoldpe@msn.com 21 Post Office Box 190537 * Boise, Idaho 83719 Abbreviations and Acronyms AASHTO American Association of State Highway & Transportation Officials ASTM American Society for Testing and Materials ACP Asphaltic Concrete Pavement BH Bore Hole IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITO Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot TP Test Pit USCS Unified Soil Classification System NOTHING FOLLOWS 208-440-6276 * blarnoldpe@msn.com 22 Post Office Box 190537 * Boise, Idaho 83719 w ao 1 �I n 8 4 I Jul II in'.IgItlll'TIMBERGROVE t°iAEFOURPLEX SUBDIVISION § o 2 rr• �I o![g F# I Jul II in'.IgItlll'TIMBERGROVE t°iAEFOURPLEX SUBDIVISION o rr• 3111Igl l; IH 3gaa(l 0 loilo M"44k! q �°be�nmrcu �I o![g F# I Jul II in'.IgItlll'TIMBERGROVE t°iAEFOURPLEX SUBDIVISION o 3111Igl l; IH 3gaa(l 0 loilo M"44k! q �°be�nmrcu M �$9as,IQ§3!€!1#4I TIMBERGROVE SUBDIVISION N 0 f:a FOURPLEX,1111 :,o K:. zw 7 fill 6 g€ Kg g a . a m w i nM llilli e x3,danod 11.11 illi 16 g NOISIAI49nS 3AOH U313MI @®eSflv`I 6 g€ Kg g a . a m w i nM iy 1 lI� Id' 111 qY� 1; I I n 1 I 31 i C E�vmm- 0USS� `0 v o 0 V% OL"T d�NCT N E20'0 O M N U> C N p O _ N rn_ N y d E c 0 N o U p S��o�E -N 00 3 CcE� C y C N O O o.N c E m o N C pJ O C o v E m c E o c o c N w`o m j0'm E L N 4 O 6 4O F- J O U O C N O 0 PM ul M. a` Hearing Date: June 19, 2014 File No.(s): PP -14-007, CUP -14-006, MDA -14-007 and ALT -14-005 Project Name: Timbergrove Request: (PP): Request to preliminary plat twenty (20) buildable lots and three (3) common lot on approximately 4.28 acres in the C -G zoning district, by Steve Arnold. (CUP): Request for a conditional use permit for a multi -family development consisting of eighty (80) dwelling units (20 four-plexes) on approximately 4.28 acres in the C -G zoning district. (MDA): Request to amend the recorded development agreement for the purpose of excluding the property AND creating a new development agreement to govern the proposed Timbergrove Subdivision. (ALT): Request to modify a portion of the required 20 -foot wide street buffer along the west side of N. Centrepoint Way. Location: The site is located on the west side of N. Centrepoint Way and north of E. Ustick Road in the SE 1/4 of Section 32, Township 4N., Range 1E.