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Application Materials
TR ANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to cityclerk@meridiancity.org To: Attention C.Jay Coles, City Clerk By: August 10, 2018 City Clerk ’s Office 33 E. Broadwa y Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 cityclerk@meridiancity.orgwww.meridiancit y.org Transmittal Date: July 10, 2018 File No: H-2018-0074 AZ, PP Hearing Date: August 16, 2018 REQUEST: An Annexation and Zoning of 40.6 Acres of Land to the R-4 Zoning District; and a Preliminary Plat Consisting of 128 Single-Family Residential Lots and 10 Common Lots on Approximately 40.6 Acres in the Proposed R -4 Zoning District for Whitecliffe Estates Subdivision. By: 4345 Linder Road, LLC Location of Property or Project: 943 West McMillan Road Planning and Zoning Commission Meridian School District Tammy de Weerd, Mayor Meridian Post Office City Council Ada County Highway District Sanitary Services Ada County Development Services Building Department Central District Health Fire Department COMPASS Police Department Nampa Meridian Irrigation District City Attorney Settlers Irrigation District City Public Works Idaho Power Company City Planner Century Link Parks Department Intermountain Gas Co. Economic Development Idaho Transportation Department New York Irrigation District Ada County Associate Land Records Boise Project Board of Cont rol – Tim Paige Downtown Projects Community Development Meridian Development Corporation Valley Transit Historical Preservation Commission South of RR/SW Meridian NW Pipeline Boise-Kuna Irrigation District Hearing Date: August 16, 2018 File No. (s): H-2018-0074 Project Name: Whitecliffe Estates Subdivision AZ, PP Request: Annexation and zoning of 40.6 acres of land to the R-4 zoning district by 4345 Linder Road, LLC Request: Preliminary plat consisting of 128 single family residential lots, and 10 common lots on approximately 40.6 acres in the proposed R-4 zoning district. Location: The site is located at 943 W. McMillan Road in the NWl/a of Section 36, Township 4N., Range 1W. CqA(EkIPIAT CEIVE Planning Division _.. .,17VELOPMENT REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation W Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone 8 Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1) ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Director ❑ Commission ❑ Commission ❑ Variance ❑ Development Agreement Modification ❑ Other ❑ Final Plat Applicant Information Applicant name: 4345 Linder Road, LLC Phone: 208-939-5665 Applicant address: 13967 W. Wainwright Drive, Suite 102 Email: Todd@amyxhomes.com City: Boise State: ID Zip: 83713 Applicant's interest in property: R Own ❑ Rent ❑ Optioned ❑ Other Owner name: Brinegar Investments, LLLP Owner address: P. O. Box 7156 City: Boise Email: State: I D Phone: Zip: 83707-1156 Agent/Contact name (e.g., architect, engineer, developer, representative): Becky McKay Firm name: Engineering Solutions, LLP Phone: 208-938-0980 Agent address: 1029 N. Rosario Street, Suite 100 City: Meridian Primary contact is: ❑ Applicant ❑ Owner 8 Agent/Contact Email: es-beckym@gwestoffice.net State: ID Zip: 83642 Subject Property Information Location/street address: 943 W. McMillan Road Township, range, section: T4N., RAW., Sec. 36 Assessor's parcel number(s): SO436212400 Total acreage: 40.60 Zoning district: RUT Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wwtv.meridiancity.ore/planninc 1 Reis: (2/7/2018) Project/subdivision name Whitecliffe Estates Subdivision - Annexation and Preliminary Plat General description of proposed project/request: Request for annexation and rezone of 40.60 acres from RUT to R-4 with a preliminary plat for 128 residential lots, 2 common driveway lots and 8 common lots - Whitecliffe Estates Subdivision. Proposed zoning district(s): R-4 Acres of each zone proposed: 40.06 acres R-4 Type of use proposed (check all that apply): 8 Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? HOA Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: McKinney Lateral Secondary: Irrigation Pond Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water); N/A Residential Project Summary (if applicable) Number of residential units. 128 Number of building lots: 128 Number of common lots: 8 Number of other lots: 2 common/driveway lots Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.f). 8,000 Gross density (Per UDC 11-1A-1): 3.15 4 or more bedrooms: Maximum building height: 35' Average property size (s.f.). 9,178 Net density (Per UDC 11-1A-1): 4.03 Acreage of qualified open space: 4.78 Percentage of qualified open space: 10.05 Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Central common area (2.44 acres); McMillan Road buffer/temp Canal (1.37 acres); local street buffers (.18 acre); and other open space/common lots (.077 acre) Amenities provided with this development (if applicable): Common areas with playground equipment and gazebo, yard shuffleboard, pathways Type of dwelling(s) proposed: R Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: _ Gross floor area proposed: Hours of operation (days and hours): Common lots: Other lots: Existing (if applicable): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Becky McKay, Enginering Solutions, LLP Applicant signature: Date: 6/28/18 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org{plannin¢ -2- Rev: (2/7/20!8) Whitecliffe Estates Subdivision Annexation and Zoning and Preliminary Plat Applications Project Narrative On behalf of 4345 Linder Road, LLC, we hereby apply for annexation and zoning and a preliminary plat for Whitecliffe Estates Subdivision, a single-family residential development of 128 single- family residential lots, 2 driveway lots, and 8 common lots on 40.60 acres in a proposed R-4 zone. Gross and net densities for the project are 3.15 and 4.03 dwelling units per acre, respectively. The area is designated as Medium Density Residential on the Future Land Use Map within the Meridian Comprehensive Plan. The subject site is surrounded by medium -density residential subdivisions (Paramount, Cobblefield Crossing, Baldwin Park and Cedar Springs Subdivisions) zoned R-8 and L -O. We are requesting a reduction, or step down, in density due to the developers' need for larger lot sizes to accommodate their desired homes. The minimum lot size is 8,000 square feet, with the average lot size being 9,168 square feet. A total of 4.79 acres of open space has been provided within the project. The eligible open space within the development is 4.11 acres, or 10.12 percent of the site. Landscaping within the development includes a landscaped parkway at the entrance, pedestrian pathways, central common area with playground equipment, a picnic gazebo and pond. A second pocket park is proposed in the southern portion of the project with a yard shuffleboard amenity. The parcel is the last remaining undeveloped parcel with subdivisions and stub streets on the east, west and south boundary. The proposed project is connecting to the existing four stub streets. The site design took into consideration the location of the stub streets and how to minimize cut -through traffic from the adjoining projects. The proposed lots exceed the surrounding lot sizes and will be compatible with adjacent homes. The subject site is an enclave surrounded by development and is currently serviceable with central sewer and water. Existing eight -inch water and sewer main lines are stubbed to the property in four stub street locations, and a 12 -inch water line is located in McMillan Road. Connections will be made to the existing sewer lines and the applicant will install water mains, thereby looping the water system to the adjoining developments Pressurized irrigation will be provided through connection to the Settlers Irrigation District McKinney Lateral, which will feed an irrigation pond and pump station located in a common area, with an overflow to the Lemp (Settlers) Canal. The McKinney Lateral is piped within the Cedar Springs development with a 15 -inch pipe. The subject property is the only parcel fed by the McKinney Lateral. Settler's Irrigation District recommended the developer construct a lined irrigation storage pond for storage to handle the peal-, pressure irrigation demand. The Lemp (Settlers) Canal is located along the south side of W. McMillan Road. The applicant requests a waiver from the City Council for the canal to remain open. Piping of the facility is cost - prohibitive, as it requires a 72 -inch reinforced concrete pipe. Storm water will be accommodated on site through the use of underground seepage beds. The plat complies with city requirement for dimensional standards, landscaping and design for the R-4 zone. The primary access to the property is proposed from W. McMillan Road. The approach meets Ada County Highway District standards for offset from the existing entrances along the north and south side of McMillan Road. The applicant will install a bridge at the Lemp (Settlers) Canal and construct a 5 -foot -wide sidewalk on the south side of the canal connecting to the existing walks within the adjoining developments. The development provides for a continuation of existing stub streets within adjacent subdivisions to the east, west and south. A traffic impact study was prepared by Thompson Engineers for the project and submitted to Ada County Highway District for review in April 25. The development is estimated to generate 1,208 vehicle trips per day. W. McMillan Road is classified as a residential (minor) arterial on the ACRD Master Street Map. The recommended traffic mitigation for the project is installation of a westbound left turn lane at the McMillan entrance. The primary entrance into the development is anticipated to operate at level of service C. The TIS indicates the transportation system is adequate to serve the project. As designed, the site has excellent internal circulation and access to the public road system. All proposed streets will be public with a 50 -foot -wide right-of-way, a 33 -foot -wide street section and attached 5 -foot -wide sidewalks. The applicant is requesting a waiver from the Meridian City Council to allow a new access to McMillan Road which will serve as the main entrance to the development. The traffic volume generated by the project will 1,208 vehicle trips per day which warrants an independent access to the arterial network. Attendees at the neighborhood meeting expressed strong objections to removing the access to W. McMillan Road, which would route all traffic through existing subdivisions. The applicant is also requesting a waiver to tilling of the Lemp (Settlers) Canal due to its size and the fact that adjacent subdivisions have left the canal open. No other waivers or variances are required or requested. May 23, 2018 Description for Whitediffe Estates Subdivision A parcel of land being the NE % of the NW % of Section 36, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the northwest corner of said Section 36, from which the northeast corner of the NW '/, (N % corner) of said section bears South 89024'40" East a distance of 2681.72 feet; thence along the north boundary of said NW % South 89024'40" East a distance of 1341.28 feet to the northwest corner of the NE % of said NW %, the POINT OF BEGINNING; Thence continuing along said north boundary South 89024'40" East a distance of 1340.44 feet to the N % corner of said Section 36, also being the northwesterly corner of Cedar Springs Subdivision No. 5, as filed for record in Book 90 of Plats at Pages 10609 through 10611, records of Ada County, Idaho; Thence along the east boundary of the NE % of the NW % of said Section 36, also being the westerly boundary of said Cedar Springs Subdivision No. 5, and a portion of the westerly boundary of Cedar Springs Subdivision No. 7, as filed for record in Book 93 of Plats at Pages 11203 through 11204, records of Ada County, Idaho, South 00027'10" West (formerly South 00027'51" West) a distance of 1323.15 feet to the southeast corner of said NE % of the NW %, also being the northeasterly corner of Baldwin Park Subdivision No. 6, as filed for record in Book 88 of Plats at Pages 10202 through 10203, records of Ada County, Idaho; Thence along the south boundary of said NE % of the NW %, also being the northerly boundary of said Baldwin Park Subdivision No. 6, North 89°17'16" West (formerly North 89°16'31" West) a distance of 1335.43 feet to the southwest corner of said NE % of the NW '/, also being the southeasterly corner of Cobblefield Crossing Subdivision, as filed for record in Book 88 of Plats at Pages 10046 through 10048, records of Ada County, Idaho; Thence along the west boundary of said NE % of the NW %, also being partially along the easterly boundary of said Cobblefield Crossing Subdivision, and the easterly boundary of Cobblefield Crossing Subdivision No. 2, as filed for record in Book 93 of Plats at Pages 11175 through 11177, records of Ada County, Idaho, North 00°14'05" East (formerly North 00013'32" West) a distance of 1320.30 feet to the POINT OF BEGINNING. Containing 40.60 acres, more or less. 180201-des.docx �C .Cl t� C Irt I f I I I rn MERIDIAN CITY ANNEXATION WHITECLIFFE ESTATES SUBDIVISION LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO SCALE: 1 " = 500' May 23, 2018 Description for Whitediffe Estates Subdivision A parcel of land being the NE % of the NW % of Section 36, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the northwest corner of said Section 36, from which the northeast corner of the NW % (N % corner) of said section bears South 89024'40" East a distance of 2681.72 feet; thence along the north boundary of said NW % South 89024'40" East a distance of 1341.28 feet to the northwest corner of the NE % of said NW %, the POINT OF BEGINNING; Thence continuing along said north boundary South 89°24'40" East a distance of 1340.44 feet to the N % corner of said Section 36, also being the northwesterly corner of Cedar Springs Subdivision No. 5, as filed for record in Book 90 of Plats at Pages 10609 through 10611, records of Ada County, Idaho; Thence along the east boundary of the NE % of the NW % of said Section 36, also being the westerly boundary of said Cedar Springs Subdivision No. 5, and a portion of the westerly boundary of Cedar Springs Subdivision No. 7, as filed for record in Book 93 of Plats at Pages 11203 through 11204, records of Ada County, Idaho, South 00°27'10" West (formerly South 00°27'51" West) a distance of 1323.15 feet to the southeast corner of said NE % of the NW %, also being the northeasterly corner of Baldwin Park Subdivision No. 6, as filed for record in Book 88 of Plats at Pages 10202 through 10203, records of Ada County, Idaho; Thence along the south boundary of said NE % of the NW %, also being the northerly boundary of said Baldwin Park Subdivision No. 6, North 89017'16" West (formerly North 89°16'31" West) a distance of 1335.43 feet to the southwest corner of said NE '/4 of the NW A also being the southeasterly corner of Cobblefield Crossing Subdivision, as filed for record in Book 88 of Plats at Pages 10046 through 10048, records of Ada County, Idaho; Thence along the west boundary of said NE % of the NW %, also being partially along the easterly boundary of said Cobblefield Crossing Subdivision, and the easterly boundary of Cobblefield Crossing Subdivision No. 2, as filed for record in Book 93 of Plats at Pages 11175 through 11177, records of Ada County, Idaho, North 00014'05" East (formerly North 00013'32" West) a distance of 1320.30 feet to the POINT OF BEGINNING. Containing 40.60 acres, more or less. 180201-des.docx RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: BAILEY LAW GROUP, P.C. 504 11TH AVENUE SOUTH NAMPA, ID 83651 208/466-5250 Ulla lc el14 De-. v ADA COUNTY RECORDER J. DAVID NAVARRO 2 BOISE IDAHO 09126103 10:47 AM EY Oberbilliq RIII IIII'I'I'I'll'lll'il'I'�II'�I'I'I' RECORCORDEDD-REQUEST QUEST OF 1 Bailey law Group 103163903 AMOUNT 6.00 (SPACE ABOVE LINE FOR RECORDER'S USE BARGAIN AND SALE DEED E. E. BRINEGAR AND VIRGINIA K. BRINEGAR, husband and wife, Grantors, for good and valuable consideration, the receipt of which is hereby acknowledged, do hereby grant, bargain, sell and convey to BRINEGAR INVESTMENTS, L.P., an Idaho limited partnership, Grantee, whose address is 5190 North Locust Grove Road, Meridian, ID 83642, that certain real property located in Ada County, Idaho, more particularly described as follows: The NEI/4 of the NW1/4 of Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, State of Idaho. TOGETHER WITH all water, water rights, ditches and ditch rights-of-way appurtenant thereto or connected therewith. TOGETHER wiTH all improvements, easements, hereditaments and appurtenances thereto, and subject to such rights, easements, covenants, restrictions and zoning regulations as appear of record or based upon the premises. IN WITNESS WHEREOF, Grantors have hereunto subscribed their names to this instrument this C23_ day of s��_� 2003. GRANTORS: BRINEGAR BARGA[N AND SALE DEED - P. I STATE OF IDAHO ss. COUNTY OF CANYON ) On this 4? -3 day of , 2003, before me, the undersigned Notary Public in and for said State, personally 4ppeared E, E, Brinegar and Virginia K, Brinegar, husband and wife, known or identified to me to be the persons who executed said within instrument, and acknowledged to me that they executed the same. IN WI'T'NESS WHEREOF, I have hereunto sot my hand and affixed my official seal the day and year in this certificate first above written. F4i;�D. BAIlB��... 4OTAg i. 'a PUBLIC T8 OF Commission expires; BARGAIN AND SALE DEED - P. 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Clyde Brinegar, General Partner of Brinegar Investments, LLLP, P. O. Box 7156, Boise, ID 83707-1156, 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). Dated this 4 `day Clyde rihegar, General Partner Brine aa nvestments, LLLP SUBSCRIBED AND SWORN to before me the day and year first above written. at: My Commission Expires: \2018. is for Idaho 5/24/2018 Annual Report for L 5077 No. L 5077 Due no later than Sep 30, 2017 Annual Report Form 2. Registered Agent and Address (NO PO BOX) Return to: GREGORY A BYRON SECRETARY OF STATE 3101 W MAIN STE 200 1, Mailing Address: Correct in this box if Fleede(L 700 WEST JEFFERSON BRINEGAR INVESTMENTS LLLP BOISE ID 83702 PO BOX 83720 BOX BOISE, ID 83720-0080 BO BOISE IDD 83707-1156 3. New Registered Agent Signature:* NO FILING FEE IF RECEIVED BY DUE DATE Office Held Name Street or PO Address City State Country Postal Code ......... .........................................._...................................._.............................................._................................._..............................._..................._................................................ GENERAL PARTNER SHARON K OSTERMEIER 128 E AVENUE C JEROME ID USA 83338 GENERAL PARTNER CLYDE E BRINEGAR 1925 N LOCUST GROVE MERIDIAN ID USA 83642 5. Organized Under the Laws of: 6. Annual Report must be signed.* ID Signature: Gregory A. Byron Date: 08/29/2017 L 5077 Name (type or print): Gregory A. Byron Title: Registered Agent Processed 08/29/2017 * Electronically provided signatures are accepted as original signatures. https://sos.idaho.gov/xV?xp=%5C20170829%5CXMLPORTS_L5077_1708291618.xml 1l1 P 0� 0� o ffIT71 I I •0 w ° SITE 0 z C=� C=� o FFM I I I I I SP N°• FFPTITTM SUB. Z � LI I I I L W HITECLIFFE ESTATES SUBDIVISION LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO SCALE: 1 " = 500' CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: \-J1vk CAM &W-6 Date: 3-1-1 Applicant(s)IContact(s): rX City Staff: �t w'`tif w T Location: Size of Property: 46 Comprehensive Plan FLUM Designation: JADR Design Guidelines Development Context: ❑ Urban ❑ Urban/Suburban ❑ Suburban ❑ Rural Existing Use: \Yo-- Existing Zoning: Proposed Use: Proposed Zoning: Surrounding Uses: Street Buffer(s) and/or Land Use Buffer(s): -dg 4i.AA Ile, Open Space/Amenities/Pathways: W`% Access/Stub Streets/Street System: yet y c L�1 �a Sewer & Water Service: — Waterways/ Floodplain/Topography/Hazards: History, Additional Meetinq Notes: Note: A Traffic Impact Study (TIS) will be required by ACRD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: AppIication(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat Er 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 ❑ Variance ❑ Conditional Use Permit 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 fora 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 andlor application. This pre -application meeting shall be valid for four (4) months. Name WHITECLIFFE ESTATES SUBDIVISION ANNEXATION AND ZONING TO R-4WITH A PRELMINARY PLAT NEIGHBORHOOD MEETING 3/14/18,6:00 P.M. MERIDIAN POLICE DEPARTMENT 1401 E. Watertower, Meridian, Idaho SIGN -IN SHEET Address E -Mail v It mcl l lul7v "S1l , C -o IIVN / 3 ip L ,CoM Tornya HoLrri s -1 (,� w�, � {c Sci�cls Dir te.l2a.rr � saa cca Ino vY l l c� /,0s--/ 14J wA,--,, �c�nds J� �urPnAs�.,l ya@emu,% Lt�1 COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) I 1 -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 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity,orgiplannina WIDIAN Community Development Department Parcel Verification Date: 2/26/18 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: Parcel Number: Acres: T/R/S: Property Owner: McMillan Subdivision (Exact Name TBD) SO436212400 W 4N 1W 36 Brinegar Investments, LP 1925 N. Locust Grove Rd. Meridian, ID 83646 Address Verification Rev: 04/23/12 From: Brad Bishop To: Rebecca McKay; Shari Subject: FW: Whitecliffe Estates Subdivision Name Reservation Date: Wednesday, March 07, 2018 9:54:31 AM Attachments: image001.ono From: Sub Name Mail [mailto:subnamemail@adaweb.net] Sent: Wednesday, March 7, 2018 9:26 AM To: Brad Bishop <es-brad@qwestoffice.net> Cc: Clint Hansen <chansen@landsolutions.biz> Subject: Whitecliffe Estates Subdivision Name Reservation March 7, 2018 Brad Bishop, Engineering Solutions Clint Hansen, Land Solutions RE: Subdivision Name Reservation: WHITECLIFFE ESTATES SUBDIVISION At your request, I will reserve the name Whitecliffe Estates 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 project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, From: Brad Bishop [mailto:es-bradCa gwestoffice.net] Sent: Tuesday, February 27, 2018 3:42 PM To: Jerry Hastings Subject: Subdivision Name reservation request Hi Jerry, I'm not really sure what the correct procedure is for this, we would like to reserve a subdivision name for a project in the NE % of Section 36, T4N, R1W, parcel #SO436212400 — the proposed name would be "Whitecliffe Estates". The developer is Todd Amyx and the surveyor will be Clint Hansen at Land Solutions. If you need more information or if I need to submit something Jerry L. Hastings, PLS 5359 County Surveyor ' Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax From: Brad Bishop [mailto:es-bradCa gwestoffice.net] Sent: Tuesday, February 27, 2018 3:42 PM To: Jerry Hastings Subject: Subdivision Name reservation request Hi Jerry, I'm not really sure what the correct procedure is for this, we would like to reserve a subdivision name for a project in the NE % of Section 36, T4N, R1W, parcel #SO436212400 — the proposed name would be "Whitecliffe Estates". The developer is Todd Amyx and the surveyor will be Clint Hansen at Land Solutions. 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Rosario Street, Suite 100 Meridian, ID 83642 Phone: 208-938-0980 From: Mindy Wallace [mailto:Mwallace@achdidaho.org] Sent: Thursday, May 03, 2018 1:35 PM To: 'Rebecca McKay' <es-beckym@gwestoffice.net> Cc: Bill Parsons <bparsons@meridiancity.org> Subject: Whitecliff Becky, ACHD has accepted the traffic impact study for Whitecliff Estates. Please let me know you have any questions. 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Rosario St., Suite 100 Meridian, ID 83642 RE. Soils report for Brinegar parcel April 4, 2018 HARLEYR. NoE p Phone: 208.850.4926 Fax: 208.939-8602 Last Friday I examined and described seven soil test pits on the 40 acre parcel located at 943 West McMillan Road north of Meridian. A map is attached showing the approximate boundary and the GPS location of the test holes. Also included are detailed soil profile descriptions of each excavation. SOIL PROFILES & CONDITIONS There was considerable variation in horizon depth and thicknesses, but a summary of the significant layers illustrates the functional soil conditions present. The surface texture is silty clay loam at all locations with a thickness of 10 to 15 inches. Beneath this topsoil is a subsoil layer of silt loams and silty clay loams that extend to depths ranging from 27 to 33 inches. Below the subsoil is a moderately cemented hardpan and/or a dense soil layer with hardpan lenses. There was wide variability in the thickness and depth of this horizon. This material digs with some difficulty and has significantly reduced permeability. It extends to from 4 to 6 feet below ground level. Beneath the restrictive layer is a loamy sand or sandy loam that contains 20 to 30 percent gravel and has increased permeability. The lower substratum from depths of 4 to 10 feet is very gravelly sand with very rapid. permeability. It is present in all profiles and was observed to more than 12 feet below ground level. Well logs and geologic information show that this "pit run" material occurs in layers 50 to 100 feet thick. This is the zone where groundwater exists at some depth. All holes but 5-18 were dry to 12 feet. At that location the soil was saturated at 12 feet below the surface with free water present at 13 feet. BEARING STRENGTHS A reasonable approximation of bearing strengths can be obtained using the dominant textures in the upper soil layers. On this parcel the surface and topsoil have silt loam and silty clay loam textures with clay contents from 17 to 38 percent. These will have Unified classifications of ML, CL -ML or CL. Using Table 1806.2 in the International Building Code an allowable foundation pressure of 1,500 pounds per square foot is dictated. 5740 N. APPLEBROOK WAY BOISE, IDAHO 83713 Brinegar soil report - page 2 Similarly, the R -values for these soils can be approximated using these moderately fine textures. R -values in the upper 24 inches of soil will likely be less than 15 and possibly less than 5 at the 200 psi exudation pressure. I suggest you use these ratings if R -values will be utilized to design roadway profiles. If more precise data is needed I suggest you collect samples for lab testing. GROUNDWATER AND STORMWATER DESIGN All test pits were dry to the 12 foot observed depth except for 5-18. That test pit is located in the extreme southwest corner of the 40 acres near a waste water ditch. Saturated sand & gravel were present in that excavation at the 12 foot depth and free water at 13 feet. It is likely this corner receives larger amounts of water throughout the irrigation season. There were no wetness features present in any of the profiles to more than 12 feet. Monitor pipes were placed in each pit prior to backfilling to allow for measurement of groundwater levels. Once irrigation water has been turned into the canals I will collect biweekly measurements throughout the summer irrigation season. Monitor data from 2013 just 'A mile west showed ground water peaks at 10 to 11 foot depths. With no evidence in the Brinegar profiles, I would not expect peaks much above the 12 foot mark. The monitor data will provide an answer to this question. The deep substratum sand, gravel and cobbles will be ideal receiving material for stormwater. Because of restrictive permeability in the upper layers I suggest you design infiltration beds for all soil to be removed down to the pit run and replaced with filter sand to control flow rates. This will allow free movement into the rapidly permeable material. SUMMARY& CONCLUSIONS The observed profiles should provide no major soil related problems using these soils for the intended use. Trenching will provide only minimal resistance for track hoe equipment. Groundwater should be deep enough to not limit installation of utilities or footings and foundations or complicate design and construction of stormwater facilities. If you have questions or need any additional interpretations please contact me by phone or e-mail. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/attachments: Todd Amyx, 4345 Linder Road, LLC, 13967 W. Wainwright Drive, Suite 102, Boise, ID 83713 Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Date Of Evaluation: 4/1/2018 Evaluated by: Harley Noe, Professional Soil Scientist Requested By: 4345 Linder Road, LLC Attn: Todd Amyx Address: 13967 W. Wainwright Drive, Suite 102 Phone: (208) 939-5665 City: Boise State: ID Zip: 83713 Legal Desc: NE 1/4 of NE 1/4 Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho General Desc: 1/4 mile east of Linder Road on south side of McMillan Road. 943 W. McMillan Road Depth Moist silty clay loam 28 to 30 common very fine & fine none Est. friable moist; some disturbance in this layer across pit face 12 to 19 Munsell USDA Texture Clay o /o Roots Mottles Permeability Comments (inches) Color loam 15 to 16 few very fine & fine none (in/hr) friable moist I-Inla NiimhPr X I nrafinn- 1-18 Latitude 43.648202. Lonaitude -116.403861 0 to 12 10YR 3/3 silty clay loam 28 to 30 common very fine & fine none 0.2 to 0.6 friable moist; some disturbance in this layer across pit face 12 to 19 10YR 3/4 loam 17 to 18 few very fine & fine none 1 to 2 friable moist; 20% hard chunks of same material 19 to 27 110YR 4/6 loam 15 to 16 few very fine & fine none 1 to 2 friable moist 27 to 52 50% 10YR 4/4 sandy loam 12 to 14 none none 0.2 to 0.6 dense in place; 50% lenses of 10YR 8/2 thin hardpan layers 52 to 144+ grayish variegated very gravelly sand <3 none none readable 15+ 15 to 20% cobbles 103 to 139+ grayish variegated very gravelly sand <3 none none 15+ loose in place; 15% cobbles General Notes: Slope less than 2 percent. No free water or evidence of wetness to the observed depth of 12 feet below ground level. I-inip Mimhpr R I nratinn- 2-18 Latitude 43.648134. Lonaitude -116.408460 0 to 14 10YR 3/2 silty clay loam 28 to 30 few very fine & fine none 0.2 to 0.6 slightly firm moist; moderate fine and medium granular structure 14 to 26 10YR 5/2 silt loam 20 to 22 few very fine & fine none 0.5 to 1 friable to very friable moist 26 to 44 10YR 5/3 loam 18 to 20 none none 1 to 2 friable moist 44 to 72 10YR 5/6 gravelly loamy sand 8 to 10 none none 5 to 10 moderate cementation in upper 2 inches of layer 72 to 103 reddish variegated very gravelly loamy sand 5 to 8 none none 10 to 15 gravel increase over the layer above 103 to 139+ grayish variegated very gravelly sand <3 none none 15+ loose in place; 15% cobbles General Notes: Slope less than 2 percent. No free water or wetness evidence to observed depth. Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Continuation Sheet Date Of Evaluation: 3/30/2018 Project: Bridger Parcel Whitecliffe Estates Depth Moist Munsell USDA Texture Clay % Roots Mottles Es(in/hr) Comments (inches) Color silty clay loam 28 to 30 fine & medium none 0.2 to 0.6 granular structure unln Kitimhcr R I nrnfinn• 3-18 Latitude 43.646979. Lon aitude -116.405839 General Notes: Slope less than 2 percent. No free water or evidence of wetness observed in protile to 12 feet below ground level. W—In Khimhnr A I nra+;nn- d-18 Latitude 43.644897. Lon aitude -116.403878 0 to 10 10YR 3/2 silty clay loam 30 to 32 common very fine, none 0.2 to 0.6 very friable moist; moderate, medium 0 to 12 10YR 3/3 silty clay loam 28 to 30 fine & medium none 0.2 to 0.6 granular structure 22 to 31 110YR 4/6 loam to clay loam 24 to 26 common very fine & none 0.5 to 1 friable moist; weak medium subangular 12 to 29 10YR 4/4 loam 14 to 15 fine none 1 to 2 blocky structure 56 to 90 orangish variegated moderately 8 to 10 few very fine & fine in none 5 to 8 considerable fines 29 to 48 10YR 6/3 cemented hardpan na fractures none 0.2 to 0.6 fractured with pockets of loam soil dense in place & digs with difficulty; is 48 to 72 110YR 4/6 sandy loam 10 to 12 none none 0.2 to 0.6 not cemented reddish very gravelly loamy 72 to 118 variegated sand 5 to 8 none none 5 to 10 moderately dense in place orangish loose in place; 10 to 15 percent 118 to 146+ variegated very gravelly sand <3 none none readable 15+ cobbles General Notes: Slope less than 2 percent. No free water or evidence of wetness observed in protile to 12 feet below ground level. W—In Khimhnr A I nra+;nn- d-18 Latitude 43.644897. Lon aitude -116.403878 0 to 10 10YR 3/2 silty clay loam 30 to 32 common very fine & fine none 0.2 to 0.6 strong, medium granular structure; very friable moist 10 to 22 10YR 3/3 silty clay loam 28 to 30 few very fine & fine none 0.2 to 0.6 very friable moist; strong, fine subangular blocky structure 22 to 31 110YR 4/6 loam to clay loam 24 to 26 few very fine & fine none 0.5 to 1 friable moist 31 to 56 10YR 5/6 loam 12 to 13 none none 1 to 2 friable moist; massive 56 to 90 orangish variegated gravelly loamy sand 8 to 10 none none 5 to 8 considerable fines 90 to 146+ yellowish variegated very gravelly sand <3 none none readable 15+ 15% cobbles; loose in place; clean sands General Notes: Slope less than 2 percent. No free water or wetness evidence observed in test pit to a depth of 12 feet below surface. Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Continuation Sheet Date Of Evaluation: 3/30/2018 Project: Brinegar Parcel - Whitecliffe Estates Depth Moist Munsell USDA Texture o Clay /a Roots Mottles Est. Perm. Comments (inches) 7.5YR 4/4 silty clay loam 36 to 38 few very fine & fine none (in/hr) slightly firm moist; sticky 33 to 46 Color weakly cemented hardpan na none none 0.2 to 0.6 lenses of pan and soil Hole Number & Location: 5-18 Latitude 43.64495 1, Longitude -116.408539 0 to 12 10YR 3/3 silty clay loam 30 to 32 few very fine & fine none 0.2 to 016 firm moist; moderate, medium granular structure 12 to 33 7.5YR 4/4 silty clay loam 36 to 38 few very fine & fine none 0.2 to 0.6 slightly firm moist; sticky 33 to 46 10YR 6/3 weakly cemented hardpan na none none 0.2 to 0.6 lenses of pan and soil 46 to 156+ grayish variegated very gravelly sand <3 none none readable 15+ weakly cemented in upper 4 inches; 15% cobbles; saturation below 12 feet 80 to 148+ yellowish variegated very gravelly sand <3 none none readable 15+ 20 percent cobbles; loose in place General Notes: Slope less than 2 percent. Near saturation below 12 feet with free water at 13 feet. Hole Number & Location: 6-18 Latitude 43.646620, Longitude -116.405160 0 to 12 10YR 3/4 silt loam to silty clay loam 24 to 26 common very fine, fine & medium none 0.5 to 1 very friable moist; moderate fine granular structure 12 to 38 10YR 4/6 silty clay loam 28 to 30 few very fine & fine none 0.2 to 0.6 friable moist; moderate medium subangular blocky structure 38 to 64 110YR 7/4 moderately cemented hardpan na none none 0.2 to 0.6 brittle; numerous lenses of hardpan w/ soil between plates 64 to 80 reddish variegated very gravelly loamy sand 5 to 8 none none 2 to 4 dense in place; weakly cemented lenses 80 to 148+ yellowish variegated very gravelly sand <3 none none readable 15+ 20 percent cobbles; loose in place General Notes: Slope less than 2 percent. No evidence of wetness in observed profile. Digs with less difficulty than other test pits. Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Date Of Evaluation: 3/30/2018 Continuation Sheet Project: Brinegar Parcel - Whitecliffe Estates Depth Moist Munsell USDA Texture Clay u /o Roots Mottles Est. Perm. Comments (inches) 10YR 4/4 silty clay loam 30 to 32 few very fine & fine none (in/hr) friable moist; weak, medium & fine subangular blocky structure 30 to 54 Color sandy loam 8 to 10 few very fine & fine none 3 to 5 friable moist; slightly dense in place Hole Number & Location: 7-18 Latitude 43.6456120, Lonciitude -116.406672 0 to 15 10YR 3/4 silty clay loam 28 to 30 common very fine, fine & medium none 0.2 to 0.6 very friable moist 15 to 30 10YR 4/4 silty clay loam 30 to 32 few very fine & fine none 0.2 to 0.6 friable moist; weak, medium & fine subangular blocky structure 30 to 54 110YR 6/4 sandy loam 8 to 10 few very fine & fine none 3 to 5 friable moist; slightly dense in place 54 to 70 10YR 5/6 very gravelly loamy sand 8 to 10 none none 5 to 10 thin pan lenses in top 4 inches of layer 70 to 144+ yellowish variegated gravelly sand <3 none none readable 15+ less gravel than other profiles; clean sand; no cobbles General Notes: Slope less than 2 percent. Few cobbles below 10 feet. No free water or wetness features observed to depth of 12 feet below surface. 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. �za Applicant/agent signature Date Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning