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Application MaterialsCit y Clerk’s Office ▪ 33 E. Broadway Avenue, Meridian, ID 83642 ▪ P: 208-888-4433 E:cityclerk@meridiancity.org ▪ www.meridiancity.org TRANMITTAL TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendation will be considered by the Meridian Planning and Zoning Commission/City Council, Please submit your comments and recommendations to cityclerk@meridiancity.org, attention C.Jay Coles, City Clerk by November 9, 2018 Transmittal Date: October 9, 2018 Hearing Date: November 15, 2018 Project Name & File Number: Alicia Court Subdivision H-2018-0107 PP Applicant: Riley Planning Services Property Location: 4036 E. Granger Avenue Application Request: Request: A Preliminary Plat consisting of 6 building lots and 2 common lots on 3.084 acres of Land in an R-4 zoning District City Council / Planning and Zoning Commission Valley Transit Mayor Idaho DEQ Sanitary Services West Ada School District Building Department & Community Development Meridian Post Office Fire Department Ada County Highway District Police Department Ada County Development Services City Attorney Central District Health City Public Works Compass City Planner Nampa Meridian Irrigation District Parks Departments Settlers Irrigation District Economic Development Idaho Power, Intermountain Gas, Century Link Historic Preservation Commission Idaho Transportation Department New York Irrigation District South or RR/SW Meridian Boise Project Board of Control NW Pipeline Boise-Kuna Irrigation District Ada County Associate Land Records Downtown Projects Meridian Development Corporation Hearing Date: November 15, 2018 File No.: H-2018-0107 Project Name: Alicia Court Subdivision - PP Request: Request for a preliminary plat consisting of 6 building lots and 2 common lots on 3.084 acres of land in an R-4 zoning district, by Riley Planning Services. Location: The site is located at 4036 E. Granger Avenue, in the NE 1/a of Section 14, Township 3N., Range 1E. 1 1. 2018 Planning Division C��f ID �-- By: DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: /1 1-i 6 a C o ckr� File number(s): H W I Z 0� C)'-7 Assigned Planner: Jos -k 6Q,.C'k Related files: Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation IR Preliminary Plat ❑ Home Occupation/Instruction for 7 or more "" " ' i k*- ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone ❑ 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: Riley Planning Services (representing Ursenbach Development Group, LLC) Phone: 208.908.1609 Applicant address: P_n Box 405 Email:—pt_nAn Pn _QrilP lyn annine_com City: Boise State: ID Zip: 83701 Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned N Other Purchase & Sale Agreement Owner name: Wood Family Trust - Archie & Rosemerry Wood, Trustees Phone: Owner address: 4036 E. Granger Ave. Email: City: Meridian State: ID Zip: —8.3.6.4.6— Agent/Contact 3646 Agent/Contact name (e.g., architect, engineer, developer, representative): Penelope Constantikes Firm name: Riley Planning SPryic Pq I C Phone: mi 9n8 16ng Agent address: P.O. Box 405 Email: Penelope@rileyplanning.com City: Boise State: ID Primary contact is: ❑ Applicant ❑ Owner W Agent/Contact Zip: 83701 Subject Property Information Location/street address: 4005 F Granger Township, range, section: 3N 1 F n4 Assessor's parcel number(s): R7366230870X/ Total acreage: 3.084 Zoning district: R-4 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridianciiy.org/planning -1 Rev: (2/2/20182/7/2018) Project/subdivision name: Alicia Court Subdivision General description of proposed project/request: 8 lot subdivision: 6 buildable, 2 common Proposed zoning district(s): N/A Acres of each zone proposed: N/A Type of use proposed (check all that apply): lA 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? NMID Primary irrigation source: surface water Secondary: City of Meridian Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): TBD: 2,000 - 3,400 Residential Project Summary (if applicable) Number of residential units: 6 Number of building lots: 6 Number of common lots: 2 Number of other lots: 0 Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): 1.400 Maximum building height: 35 Minimum property size (s.f): 13. 118 actual. 8.000 required Average property size (s.f.):19,130 Gross density (Per UDC 11-1A-1): 6/3.08A=1.94/acre Net density (Per UDC 11-1A-1): 6/2.635=2.277/acre Acreage of qualified open space: N/A Percentage of qualified open space: N/A Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): None required. Amenities provided with this development (if applicable): A pathway connection to Grenadier Way is being provided Type of dwelling(s) proposed: IN Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Print applicant name: Applicant signature: G Existing (if applicable): Building height: Number of compact spaces provided: Date: Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.orc/pianning -2- Rev: (2/7/2018) PLANNING SERVICES September 7, 2018 City of Meridian Planning Division 33 E Broadway Avenue Meridian, ID 83642 RE: ALICIA COURT SUBDIVISION PRELIMINARY PLAT 4036 E. GRANGER Dear Staff: P.O. Box 405 Boise, ID 83701 On behalf of Ursenbach Development Group, please accept the attached applications for the Alicia Court Subdivision Preliminary Plat. The subject site is Lot 1, Block 16, of Redfeather Estates Subdivision, is 3.08 acres and is zoned R-4. The 8 -lot preliminary plat includes 6 buildable lots and two common lots. Access to the new lots will be a shared driveway via Alicia Lane in Dawson Meadows Subdivision to the east and the existing home is proposed to retain its current driveway access on East Granger. The existing home was constructed in 2002 according to the Ada County Assessor. A neighborhood meeting was held on July 12, 2018, and notices were provided to all properties within 300 feet of the subject site. The site is located on the boundary of Dawson Meadows Subdivision (Boise City) and Redfeather Estates Subdivision No 2 to the east and north. To the south and west of the subject site are Redfeather Estates Subdivision Nos 3 and 4. The proposed in -fill subdivision will have lots larger than the surrounding subdivisions. These lot sizes will complement the existing residential development while providing variety to the neighborhood. LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS The average lot size is 14,015.8 sq. ft. excluding the existing residence to remain with a slightly greater than one acre parcel. The subject site has water rights and will become part of the NMID pressurized irrigation network off the PI pump facility in Dawson Meadows Subdivision. Sewer and water are stubbed to the site at the intersection of E. Granger and N. Grenadier as shown on the preliminary plat. An extra -large cul-de-sac is proposed to allow guest parking within the development. Examples of the architectural elements proposed for the new homes are included in the application packet. There will be a mix of single and two story homes anticipated. The architectural elements to be included in an addendum to be added to the CCR's will be: • A mixture of materials including stucco, brick and stone accents. • No more than one garage door visible from the street with side entry garages where feasible. • No roof penetrations on roof visible fiom the street. • Statement entries with transom windows and side entry lighting. • Emphasis on glazing to wall percentages. • Wall and roof planes to add character and interest. • No residences with less than 1,400 sq. ft. or taller than 35 -feet. The color pallet proposed for the project are earth tones and complementary soft, calm colors consistent with the surrounding neighborhood. A meeting was held with the Meridian Fire Department to discuss the proposed subdivision access. At the suggestion of the Deputy Chief — Fire Marshall, the cul-de-sac was enlarged to allow for parking. Email correspondence with Chief Bongioino is included in the application packet that confirms that the proposed access is in compliance with Fire Department standards. An exception is requested with these applications for the existing residence at 4036 E. Granger Avenue to keep its current access. The residence is oriented towards E. Granger and this home pre- dates both Dawson Meadows and all of the Redfeather Estates phases. The residence was built in 2002 according to the Ada County Assessor. Redfeather Estates Subdivision phases were recorded as follows: • Redfeather Estates No. 1 — May 2004; • Redfeather Estates No. 2 — May 2005; • Redfeather Estates No. 3 — May 2005; and • Redfeather Estates No. 4 — December 2005. The garage for this residence faces E. Granger. To provide access to this parcel via the shared driveway would require either a loss of density or an extremely long driveway which would be greater than the 150 -feet allowed by the Fire Department without a cul-de-sac near the existing residence. The shortest route to the garage would require the driveway to sit on top of the sewer and water services entering the site from the west, leaving the only route through the center of the site. LAND USE PLANNING • DUE DILIGENCE - INDIVIDUAL ASSESSMENTS E GRANGER LAR LU > W 155<> 2= < U) K m 0 '- OF IM M rn SUBJECT SITE a E PALM ST W �a z z The City of Meridian Future Land Use Map classifies this parcel as Medium Density Residential. Design Considerations listed in the Medium Density Residential Land Cut Sheet calls for limiting street connections off:.. designated mobility corridors to mitigate impacts on the roadway system. The requested exception is located in a fully developed area. Trip counts for the area are assumed to be stable since the development began more than 13 years ago. The new residences will access the public road network through local streets. Traffic counts, shown above, include trips generated by the residence at 4036 E. Granger. Based on this information, the continuing use of E. Granger for access will not create any impact on the existing transportation system. The 5 new homes will generate 5 additional PM Peak Hour Trips. Included in the application packet is email correspondence from ACHD indicating that a Traffic Impact Study is not required with this development. The extension of the sewer and water into the site from the west provided an opportunity to include a pedestrian facility as suggested by planning staff. The 20 -foot wide easement connecting the cul - LAND USE PLANNING - DUE DILIGENCE • INDIVIDUAL ASSESSMENTS de -sac with Granger to the west includes the sewer and water extensions, a landscape strip and a pedestrian pathway to support intra -neighborhood pedestrian connectivity. Supplemental materials submitted with the application include the original Redfeather Subdivision Geotech Report with additional comments by the original preparer, Mr. Harley Noe, a Professional Soil Scientist. In Mr. Noe's opinion is that the ground water data and the soils data presented in the original Geotechnical Report remain relevant to the project. Mr. Noe's cover letter, a copy of the original soils report and legible copies of maps and illustrations are included in the application packet. Alicia Court Subdivision will complement the neighborhood and add to the variety of lot sizes in the area. With a low density compared to what is allowed in an R-4 Zone any impacts to the fully developed area will be minimal and traffic generated by the development will be very low. The proposed homes will be complementary to the existing homes in terms of size, design and color and the cul-de-sac sizing which allows parking will minimize any overflow into the adjacent neighborhood. Please do not hesitate to contact me if you have any questions or need additional materials. Best regards, RILEY PLANNING SERVICES LLC Penelope Constantikes Principal LAND USE PLANNING - DUE DILIGENCE • INDIVIDUAL ASSESSMENTS • SEND TAX NOTICE TO: Archie R. Wood, Trustee Rosemerry Wood,Trustee 4036 East Granger Dr. Meridian, Idaho 83646 ADA COUNTY RECORDER Christopher D. Rich 2017_090302 BOISE IDAHO Pgs=1 VICTORIA BAILEY 09/25/2017 11:42 AM GREGORY P. HAWKINS, PC $15.00 QUIT CLAIM DEED Archie Ralph and Rosemerry Wood grantors, hereby QUIT CLAIM to Archie R. Wood or Rosemerry Wood, or their Successor, as Trustee Under Agreement with The Wood Family Trust dated the 25th day of September, 2017, grantee, for the sum of Ten and 00/100 ($10.00) DOLLARS and other good and valuable consideration, the following described tract of land located in ADA COUNTY, IDAHO and more particularly described as: Lot 1 Block 16 REDFEATHER ESTATES SUBDIVISION NO. 2, according to the official plat thereof on file and of record in the Ada County Recorder's Office. Parcel No: R7366230870 WITNESS the hand of said grantors, this 25th day of September, 2017 Archie Ralph Wood STATE OF IDAHO ss. COUNTY OF ADA Roseifierry Wood On the, day of = ' 20//, appeared before me Archie Ralph and Rosemerry Wood and acknowledged thai they executed the foregoing instrument OTARY PUBLIC MY COMMISSION EXPIRES ON AUGUST 29, 2023 GREGORY P HAWKINS Notary Public State of Idaho STATE OF IDAHO ) COUNTY OF ADA ) I, Iqrch; if AFFIDAVIT OF LEGAL INTEREST f & 2 1 � Ye�36 I/ e (name) / _ _ r1 (address) (city) (state) being first duly sworn upon, oath, depose and say_ That I am the record owner of the property described on the attached, and I grant my permission to: Penelope Constantikes, Riley Planning Services P.O. Box 405, Boise, ID 83701 (name) (address) 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 -5� day of.� , 20 /GS' (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. TYLER LOHMARI (NotaryPu�b�lic for Idaho) NOTARY PUBLIC Residing at: Meci' � NATE OF IDAHO My Commission Expires: [q gyp—\ 33 E Broadway Suite 210 ® Meridian, Idaho 83642 Phone: (208) 884-5533 a Facsimile: (208) 888-6678 ® Website: www.medtiancity.org I Ul N O OD ❑ ❑ ❑ I to N N N m oa m o o v �_ - N CL m m m II o m- 3 m s 7a W N & m m m N m mQc v N v 0 m CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Granger Site Date:04/23/2018 Applicant(s)/Contact(s): Penelope Riley City Staff: Bill Parsons Josh Beach Location: 4036 E> Granger Size of Property: Comprehensive Plan FLUM Designation: MDR Design Guidelines Development Context: ❑ Urban ❑ Urban/Suburban ® Suburban ❑ Rural Existing Use: SFR Existing Zoning: R-4 Proposed Use: SFR Proposed Zoning: R-4 Surrounding Uses: Residential Street Buffer(s) and/or Land Use Buffer(s): A 20 foot landscape buffer is required adjacent to Granadier Open Space/Amenities/Pathways: None required Access/Stub Streets/Street System: There is an existing stub street to the east fron the Boise subdivision. Sewer & Water Service: Water and sewer are stubbed to the property. Waterways/ FloodplainlTopography/Hazards: History: AZ -03-012 Additional Meeting Notes: If a vacation of the stub street to the east is desired then the applicant will need to coordinate with ACHD on that. Direct lot access to a collector is not allowed per city code In order to keep the existing home in its current configuration, the applicant will need to be granted an exception by the City Council Any current uses on the property will need to be legally permitted at the time of preliminary plat approval. Note: A Traffic Impact Study (TIS) will be required by ACHD 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 hearings) 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. (ACRD) ❑ 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: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit ModificationlTransfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Annexation ❑ Final Plat ❑ Short Plat ❑ Time Extension — Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment — Map ❑ Planned Unit Development ❑ Vacation ❑ Variance ❑ Comprehensive Plan Amendment — Text ® Preliminary Plat ❑ Other ❑ Conditional Use Permit ❑ Private Street Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during in accord with this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC andlor Comp Plan may affect your submittal andlor application. This pre -application meeting shall be valid for four (4) months. QA COUNT r ADA COUNTY ASSESSOR t 190 E. Front Street, Suite 107, Boise, ID 83702 P or (208) 287-7200 www.adacounlyassessor.org F o RADIUS NOTICE REQUEST FOR ADDRESSES Idaho Code 9-348(1)(b) prohibits the distribution or sale of mailing lists in order to protect the privacy of taxpayers. However, this list can be provided if you are requesting a list of property addresses to fulfill a requirement required by any statute, ordinance, rule, law or by any governing agency (Idaho Code 9-348(8). Please check the purpose below: !i r� Subdivision Conditional Use Permit Variance Expansion of Extension of a Nonconforming Use Zoning Ordinance Map Amendment Property Line Adjustment or Lot Split Annexation Comprehensive Plan Amendments Other: Agency: ITy of Parcel Number or Address of Subject Property: �3t,✓(o Z3 0 0 --f C) Brief Description: �v3�i J lSlo� ��C�''lDnl Applicant: n Name: �� E t�1lfS `(LGA Address: 36k City: EDI sC Telephone: -7X - ?DB. [(Odel Would you like to have the list emailed to you? Email address: oRi State: I P Zip: Bg ES NO co"4 ( to 0 at 04SC—) Under penalty of perjury, I hereby certify that I will not be using, nor will I allow to be used in any form or manner, the records, documents, or lists obtained from the Ada County Assessor's Office as a mailing or telephone number list for purposes other than listed above. 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C9 Cn Z J W -i w F- F- F- F- F- F- U fn m> z Z z uj W¢ Z w www z Z 7)W = w w w w w w Z w W Z O 0 O Z w Z Q w W J — — J cnZ'PPMOmZZ W pQ� dILLL2LLLLU- 2� wa(ntoa W } U)U0LLfn � w> w w m m O Q¢ io J J X J cn O o W o o o�-) 0¢ w�� J J� W—¢ o w U-Mg20mwu-ovmmyoomwwowww a�omoo�2zmwmwu- 0 0 0 0 0 0 0 0 O o 0 0 O o 0 O o 0 o O o 0 0 0 0 o O o 0 0 0 0 0 0 0 o O d(00MN0000N(0MLOI-WC0tn00tirl-Md MNr00M0rvd tor-- MMM000toI-MM000NNOr00I,-tor-d'0r 00r00rLOOI-N00 O O O O O O O O O O O O O O Q O r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO LO to tr) N N M M M M M M M It d d M M M M M N N tc) V) to M to to to to to to to d' to to N N N N N N N N N N N N N N N N N N N N N N N 0 0 00000 0 0 0 0 N N N O (0 co (0 Co co c0 (o c0 (o (0 t0 0 0 0 0 (0 (o O (0 O (o (0 N N N N N N N N N N N c0 O 0 O cD CD c0 Co O (0 co (0 O c0 (0 to 0 0 0 0 0 0 CO 0 O CO ti� ti ti I� r ti N ti t� r 0 O O M MMM M M M M M M M MMM M M N) CM M M M CM M ti ti 1`` h h N M M M W-wwItwwQ'wQ'OfwwofwCKW-afwwwcc C) 0 0 0 cD M M O W 0 Z W t - M N �Y ii Cl N CD O LO N cD PLANNING SERVICES Dear Neighbor: P.O. Box 405 Boise, ID 83701 Please come to a neighborhood meeting for the property located at 4036 E. Granger St. A six (6) lot subdivision is proposed including the existing home. The City of Meridian application for the project will be a Subdivision Application. The project site is currently zoned R-4 and no zoning change is proposed. WHEN: Thursday, July 12, 2018 — 6:00 to 6:30 PM WHERE: 4036 E. Granger Street As the applicant's representative, I will be present to provide information about the proposed subdivision and to answer any questions you may have. Please do not hesitate to contact me if you have any questions. I can be reached at (208) 908-1609, or at <penelope@rileyplanning.com>. Thank you in advance for your interest. Yours truly, RILEY PLANNING SERVICES LLC Penelope Constantikes LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS W W En r� O O h V a0 x m d O 'o OL: m w U w C/') CD z z z Q p q Q U A Q � � dU N �O vvi i NZ ,S L4 a r IF 1 S Ci' cT' uv l/1 Q` CJ QD �1o , O O h V a0 x m d O 'o OL: m w U w C/') CD z z z Q EIDIAN;-- Community Development Department Parcel Verification Date: 3/26/18 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: T/R/S Acres: Property Owner: Alicia Court Subdivision R7366230870 3N 1E 04 3.084 Wood Family Trust 09/25/2017 Archie R. Wood (Trustee) 4036 E. Granger Ave. Meridian, ID 83642 Address Verification Rev: 04/23/12 Webmail 7.0 - Alicia Court Subdivision Name Reservation.eml Alicia Court Subdivision Name Reservation https-//webmail.aplus.net/index.php?view=print#19846 From: Sub Name Mail <subnamemail@adaweb.net> Date: 07/18/2018 05:25PM To: Penelope Riley <penelope@rileyplanning.com> Cc: Nathan Dang <natban@accuratesurveyors.com>, "Jim Coslett ocoslett@rocksolidcivil.com)" <jcoslett@rocksolidcivil.com> July 18, 2018 Nate Dang, Accurate Surveying Penelope Constantikes, Riley Planning Jim Coslett, Rock Solid Civil RE: Subdivision Name Reservation: ALICIA COURT SUBDIVISION At your request, I will reserve the name Alicia Court 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, Jerry L. Hastings, PLS 5359 County Surveyor �r Deputy Clerk Recorder Ada County Development Services 200 W. Front St.,_Nise. iD 83702 (208) 287-7912 office (208) 287-7909 fax From: Penelope Riley [mailto:pene-lope@ri]eyplanning.com] Sent: Thursday, July 12, 2018 10:19 PM To: Sub Name Mail Cc: jcosiett@rocksolidcivil_.com; Dang Nathan Subject: Subdivision Name Reservation Request Jerry: Please revise the subdivision name reservation request below to the following: ALICIA COURT SUBDIVISION Thank you! Penelope Constantikes Principal (208)908-1609 P.O. Box 405 1 of 2 7/19/2019. 8:59 An Webmail 7.0 - Alicia Court Subdivision Name Reservation.eml Boise, ID 83701 https://webmaii.aplus.net/index-php?view=print#19846 ---- Original Message ----- Subject: Subdivision Name Reservation Request Date: Fri, 13 Jul 2018 00:14:26 -0400 From: Penelope Riley <penelope@rileyplanninq.com> To: "Sub Name Mail' <subnamemail(cDadaweb.net> Cc: "bang Nathan" <nathan@accuratesurveyors.com> Dear Jerry: I would like to reserve the subdivision name Alicia Subdivision for the following location. 4036 E. Granger Avenue, Meridian 3N 1E 04 Surveyor - Accurate Surveying and Mapping. Please let me know what other information you need. Thanks! Penelope Constantikes Principal (208) 908-1609 P.O. Box 405 Boise, ID 83701 11 Attachments ( 3 files, 24.3 KB) -—WRD000 jpg (1.1 KB) - image002.png (22.8 KB) - image001 Jpg (456.0 B) 7 of 7 7/19/2018.8:58 Al � 5 E • a unvoaxsxmm maVZO aN MM Snead au LnMA ti 1V1d),H"lVln3Hd g @a @a gF� r[r�` rV v 1 O antis �7oa 1130ed a#a0 leY aN 7eVd W 31(41 B dM 38 ul iai si wtv an ao o= xm ` N 1 � ` � � � � o E C„ W;; ON SM 3M OV LK OM SM Nolswasns lana corn 11 1H \q Wowed o P,� Wo � 5 E • s � �� Y �G9 S 01 ti a�EE as�aL g @a @a gF� r[r�` rV v 1 O 20 o q ti ` o � ggal, 1 � ` � � � � o E C„ W;; rz. 11 1H \q o P,� Wo o� r'l � r IVa fl.+ � 5 E • s � �� Y �G9 S 01 a�EE as�aL g @a @a gF� 20 ` o � ggal, 1 � ` � � iy i �� 3g Y:•�an E C„ W;; 11 1H 'MAY aaoAn f! %l dEn�A 'eay�ag i ��C asp �+3kitlRKK a i S 01 a�EE as�aL g @a @a gF� o � ggal, I iit I� ilv i'tao a®- 11 1H dEn�A 'eay�ag i ��C asp �+3kitlRKK a i gas o a t lad MUM a 1 z §:: "01111,111 =a PH w 1 I I I(1 v a.€'sio�sxssCi s 5 '•� g3:�3oea"s $ [oil Q 1 ��—••1tt 11�--114 a _ - ... a a .- _ _ _ 2 i i C E� 1 188 V g s� `i: f iF I�q i3 3C s s �`� g �� ?�C `€ � € asi� O ; 6 "! 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I will g• We collected ' R -value testin copy resolution_ send YOU all of that field soils data in g Your Alicia COu data by e- and data in 2003 rt project is roc mail and 2004 located in the center Points relative t0 To allow of the onto a 2017 Your project I You to better corn area where We collected Google Earth base• placed our Original pare locations O four our I also delineated Redfeather nsof historical data The soil profiles Your a Of boundary and test silt loam were relativelyproject are pits Were layers consistent concern. Oa below ground level and silty clay t across the landscape. about 4 to 6 feet Loams to sand110m subsoils pe• The belowext Y typicallY have feet is f ee_ ground levely ams are present in th e to depths ° 3 drained "Pit The to upper substratum feet Were not encountered • run» sand lower substratum to ' gravel and cobble to m our test pits. Weald depths greater th Y developed hard an 1 S 5740 N II'1'LEBROD an X �'AY BoISL'' IDA - 83713 ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY - GEOLOGY - ENGINEERING - SOIL SURVEYS - SOIL & WATER QUALITY RESOURCE PLANNING - SITE INVESTIGATION Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Harley R. Nee 5740 N. Applebrook Way Boise. Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 850-4926 October 16, 2004 Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 83616 RE: Final groundwater monitoring on Redfeather Estates site We have completed the groundwater monitoring for the 2004 season on the Redfeather Estates Subdivision site. A table is attached showing measurements and dates. Also attached is a map with the GPS locations of the test holes shown. All test holes but one remained dry to more than 12 feet for the entire period. Site TH5-04 in the southwest corner of the property had a peak reading of 61 inches below ground level. This hole is located within 150 feet of the large drain and is most likely being impacted by water flow in that drain. Irrigation water in the area was turned off on October 4th. A huge drop in the water level occurred after that date. I feel this helps support the effect of the irrigation water on this site. If you have questions or need interim data, please contact me by e-mail or at 850-4926. sent via e-mail HARLEY R. NOE Professional Soil Scientist CC w/attachments: Packard Development, LLC, Boise, ID ! Illu ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY - GEOLOGY - ENGINEERING - SOIL SURVEYS - SOIL & WATER QUALITY RESOURCE PLANNING - SITE INVESTIGATION Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 1larley R. Noe 5740 N. Applebrook Way Boise. Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 8504926 July 4, 2004 Kathy Stroschein Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 83616 RE: Storm drain test holes on Refeather Estates Subdivision On July 1, 2004, I visited the Redfeather Estates site to evaluate two additional soil test holes at locations designated by you. You wanted deep excavations to identify any groundwater present so that adequate separation can be maintained for installed storm drain systems. The contractor had a wheel rig so we were only able to dig 17 Meet deep. Copies of the soil profile descriptions are attached along with a map showing the GPS locations of the test pits. Pipes were installed in both test holes prior to backfilling and they will be monitored through the remainder of the irrigation season. Free water was encountered at 199 inches below ground level in TI -15-04 at the extreme west side of the southwestern 20 acres. I returned the following day and the level had stabilized at 174 inches. This test hole is located about 100 feet north of the drain which may be causing the groundwater to be higher at this location. I would expect this level to rise somewhat between now and the end of the irrigation season. The second test hole (TH5-04) was dry to a depth of 203 inches. Based on the material observed I would not expect to see groundwater at this site. In both profiles had silt loam and silty clay loam textures over very gravelly loamy sands at about 36 to 48 inches. Extremely gravelly and cobbly medium and fine sands extend from a depth of 6 feet to the bottom of the excavations. I would expect this material to extend to more than 20 feet deep. Pelmeabilities should be suitable in all materials below upper 3 to 4 feet of soil and hardpan material. If you have questions or need anything additional, please contact me at 850-4926. HARLEY R. NOE Professional Soil Scientist CC w/attachments: Packard Development, Inc., Boise, ID 83713 Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 7/l/2004 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Development, LLC Address: 6223 N. Discovery Way Phone: 323-4002 City: Boise State: ID Zip: 83713 Legal Desc: WI/2 of NEI /4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Desc: Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road Depth Color Texture Clay% Roots Mottles Est. Permeabili Comments (inches) 10YR 3/3 silty clay loam 30 to 32 fine, few medium none (in/hr) friable moist binlo Nnmhor X 1 ncafinn• THA -n4 4299 General Notes: Slope 0 to 1 percent. No free water or evidence observed in pit to 203 inches. Seasonal water table not anticipated within a depth of 20 feet. Hnle Number & Location: TH5-04 located on western 20 acre portion 4300 0 to 12 10YR 3/2 silt loam 22 to 24 common very fine & none 0.5 to 1.0 friable moist 0 to 8 10YR 3/3 silty clay loam 30 to 32 fine, few medium none 0.2 to 0.6 friable moist 21 to 34 10YR 4/3 gravelly sandy clay loam 20 to 22 common very fine & none 1 to 2 very friable moist 8 to 20 10YR 3/3 silty clay loam 32 to 35 fine none 0.2 to 0.6 firm moist 55 to 76 7.5YR 5/6 moderately cemented hardpan w/ few very fine & fine in none none hard and brittle, 15% loam soil in 20 to 34 10YR 6/3 minimal fractures fractures none <0.02 lenses 34 to 48 10YR 4/4 fine sandy loam 14 to 16 none none 2 to 4 friable moist very gravelly loamy 48 to 74 7.5YR 5/6 medium sand 3 to 5 none none 10 to 15 nearly loose in place grayish hue due to parent material and gray extremely gravelly not due to wetness. Moist below 180 74 to 203+ variegated medium & fine sand 0 none none 15 to 20+ inches F- I I I I I I General Notes: Slope 0 to 1 percent. No free water or evidence observed in pit to 203 inches. Seasonal water table not anticipated within a depth of 20 feet. Hnle Number & Location: TH5-04 located on western 20 acre portion 4300 0 to 12 10YR 3/2 silt loam 22 to 24 common very fine & fine none 0.5 to 1.0 friable moist 12 to 21 10YR 3/3 silt loam 16 to 18 few very fine & fine none 1 to 2 5% gravel, very friable moist 21 to 34 10YR 4/3 gravelly sandy clay loam 20 to 22 few very fine & fine none 1 to 2 very friable moist 34 to 55 10YR 5/6 very gravelly loamy medium sand 3 to 5 few very fine & fine none 8 to 12 no cobbles, nearly loose in place 55 to 76 7.5YR 5/6 very gravelly loamy sand 1 to 3 none none 12 to 15 no cobbles, medium & fine sands 76 to 208+ variegated extremely gravelly sand 0 none none 15 to 20+ 20% cobbles, medium & fine sands, loose in place General Notes: Slope 0 to 1 percent. Saturated below 199 inches. Free water standing in pit at 204 inches ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY - GEOLOGY - ENGINEERING - SOIL SURVEYS - SOIL & WATER QUALITY RESOURCE PLANNING - SITE INVESTIGATION Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Harley R. Noe 5740 N. Applebrook Way Boise. Idaho, 83713 Phone & PAX: (208) 939-8602 Cell: (208) 850-4926 April 3, 2004 Packard Estates Dev., LLC 6223 N. Discovery Way, Suite 120 Boise, ID 83713 RE: Soil test holes on Redfeather Estates, Phase II On March 30, 2004 soil test holes were excavated on the Phase II portion of the Redfeather Estates Subdivision. Three test holes were excavated to a depth of 15 feet for evaluations to be used in the design of storm drain systems. Four -inch PVC pipes were installed prior to backfilling to allow measurement of any groundwater present. Two other holes were excavated to a depth of about 6 feet to evaluate for load-bearing capacity for roadbed design. Samples were taken from a depth of about 18 inches from those two profiles to be tested for R -values. Copies of profile descriptions of all test holes and a map showing the GPS pit locations are attached. No wetness evidence was observed in any of the test pits. Based on the soil profile characteristics, I would not expect to see groundwater in these monitor wells. The test holes will be monitored for groundwater throughout the irrigation season, along with the other six monitor wells installed in 2003. You will be provided with an interim report on the readings in July and a complete report in October after the irrigation canals are dry. The R -value samples were tested at the Materials Testing and Inspection laboratory. The following table summarizes the test values. Copies of the test results from MTI are attached. Test Mininum Maximum Hole Test Test 200 PSI Number Value Value Value R1-04 12 23 20 R2-04 14 28 20 A copy of this report and the attachments will be forwarded to Becky McKay at Engineering Solutions for design and planning purposes. If you have questions or need anything additional, please call me at 850-4926. HARLEY R. NOE Professional Soil Scientist CC w/attachments: Becky McKay, Engineering Solutions, Eagle, ID Associated Earth Load Bearing Sample Test Hole Description Sciences, Inc. & Evaluation Date Of Evaluation: 3/30/04 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Estates Development, LLC Address: 6223 N. Discovery Way Phone: City: Boise State: ID Zip: Legal Desc: WI /2 of NEI /4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Desc: Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road 323-4002 83713 Depth Color Moist & Wet moderate Moisture Coarse fragments, wetness (inches) (moist) Texture o Clay /o Consistence Structure content evidence & other Test Hole Number & Location: R 1-04 4Uy/ General Notes: 1 to 2 percent slope. The 9 to 24 inch zone was sampled at 16 to 18 inches for K -value testing. Depth Color Moist &Wet moderate Moisture Coarse fragments, wetness (inches) (moist) Texture o Clay /o very friable, sticky & granular & fine content evidence & other 0 to 9 10YR 3/3 silt loam 22 to 24 plastic blocky slightly moist common very fine & fine roots very friable, sticky & weak 8 to 21 10YR 3/3 silty clay loam 30 to 32 very friable, slightly subangular slightly moist 9 to 24 10YR 3/3 silt loam 18 to 20 sticky & slightly plastic blocky slightly moist common very fine & fine roots slightly firm, very sticky subangular few very fine & fine roots, moderately 24 to 30 10YR 4/4 loam 23 to 25 friable, sticky & plastic massive slightly moist dense in place strong few very fine & fine in upper 6 inches, very gravelly sandy slightly firm, sticky & subangular very dense in place but NOT 30 to 51+ 7.5YR 4/4 clay loam 22 to 24 plastic massive nearly dry cemented, difficult to dig very friable moist, 41 to 52 10YR 5/4 silt loam 15 to 17 nonsticky & nonplastic massive dry General Notes: 1 to 2 percent slope. The 9 to 24 inch zone was sampled at 16 to 18 inches for K -value testing. Depth Color Moist &Wet moderate thin Moisture Coarse fragments, wetness (inches) (moist) Texture o Clay /o Consistence Structure content evidence & other Test Hole Number & Location: R2-04 4098 General Notes: 0 to 1 percent slope. No evidence of wetness in protile. the 8 to 21 inch layer sampled at 16 To 16 inches for R -value very friable, slightly moderate thin 0 to 8 10YR 3/3 silt loam 22 to 24 sticky & slightly plastic platy nearly dry weak very friable, sticky & subangular 8 to 21 10YR 3/3 silty clay loam 30 to 32 plastic blocky slightly moist strong slightly firm, very sticky subangular 21 to 30 10YR 3/4 silty clay loam 35 to 40 & very plastic blocky slightly moist strong friable moist, very subangular moderately dense in place, difficult to 30 to 41 110YR314 silty clay loam 32 to 35 sticky & plastic blocky nearly dry dig very friable moist, 41 to 52 10YR 5/4 silt loam 15 to 17 nonsticky & nonplastic massive dry fine gravelly loamy nearly loose, nonsticky 52 to 74+ 10YR 5/4 medium sand 1 0 1& nonplastic I structureless dry no cobbles General Notes: 0 to 1 percent slope. No evidence of wetness in protile. the 8 to 21 inch layer sampled at 16 To 16 inches for R -value Associated Earth Sciences, Inc. Date Of Evaluation: 3/30/2004 Storm Drain Test Hole Description & Evaluation Continuation - Sheet 2 Project: Redfeather Estates, Phase II Depth Color Texture Clay % Roots Mottles Est. Perm. Comments (inches) 10YR 3/3 silt loam 22 to 24 few medium none (in/hr) very friable moist Hole Number & Location: TH3-04 4096 General Notes: Slope 0 to 1 percent. No evidence of wetness observed in profile to 180 inches. many very fine & fine, 0 to 8 10YR 3/3 silt loam 22 to 24 few medium none 0.5 to 1.0 very friable moist common very fine & 8 to 18 10YR 3/3 silt loam 24 to 26 fine none 0.5 to 1.0 very friable moist common very fine & 18 to 29 10YR 3/3 silty clay loam 35 to 40 fine none 0.06 to 0.2 lvery friable moist strong angular blocky structure, very 29 to 52 10YR 3/4 silty clay 4o to 45 few very fine & fine none 0.06 to 0.2 friable moist, very sticky & very plastic hard platy structure, thin discontinuous 52 to 72 10YR 4/6 fine sandy loam 6 to 8 none none 2 to 4 pan within layer extremely gravelly 72 to 180+ variegated medium sand 0 none none 15 to 20+ 15% cobbles, loose in place General Notes: Slope 0 to 1 percent. No evidence of wetness observed in profile to 180 inches. 'Associated Earth Sciences, Inc. Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 3/30/2004 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Estates Development, LLC Address: 6223 N. Discovery Way Phone: 323-4002 City: Boise State: ID Zip: 83713 Legal Desc: W1/2 of NEI/4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Description Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road Depth Color Texture Clay % Roots Mottles Est. Permeabili Comments (inches) 10YR 3/4 silt loam 12 to 14 fine, few medium & none (in/hr) firm moist, near brittle Hole Number & Location: TH 1-04 4094 General Notes: Slope 1 to 2 percent. No evidence of wetness below 16 inches. The mottles in the 10 to 16 inch layer are due to puddled irrigation water perching on the heavy clay loam layer below 16 inches. Hole Number & Location: TH2-04 HMR 0 to 9 10YR 3/3 silt loam 20 to 22 common very fine & none 0.5 to 1.0 friable moist 9 to 16 10YR 3/4 silt loam 12 to 14 fine, few medium & none 1 to 2 firm moist, near brittle 0 to 10 10YR 3/3 silt loam 25 to 27 coarse none 0.5 to 1.0 very friable moist 28 to 40 10YR 3/4 loam 10 to 12 few very fine & fine 3% distinct 1 to 3 moderately dense in place, slightly firm moist 10 to 16 10YR 3/3 silty clay loam 30 to 35 few very fine & fine 7.5YR 5/6 0.06 to 0.2 friable moist 16 to 27 110YR 3/4 clay loam 27 to 32 few very fine & fine none 0.2 to 0.6 slightly firm moist very gravelly sandy few very fine, fine & patches of 10YR 6/2 material, 27 to 47 7.5YR 4/4 clay loam 22 to 24 medium none 1 to 2 moderately dense in place extremely gravelly few very fine, fine & 47 to 168+ variegated medium sand 0 medium to 80 inches none 15 to 20+ Iloose in place, only slightly moist General Notes: Slope 1 to 2 percent. No evidence of wetness below 16 inches. The mottles in the 10 to 16 inch layer are due to puddled irrigation water perching on the heavy clay loam layer below 16 inches. Hole Number & Location: TH2-04 HMR 0 to 9 10YR 3/3 silt loam 20 to 22 common very fine & fine none 0.5 to 1.0 friable moist 9 to 16 10YR 3/4 silt loam 12 to 14 few very fine & fine none 1 to 2 firm moist, near brittle 16 to 28 10YR 5/4 silt loam 10 to 12 few very fine & fine none 1 to 2 very friable moist 28 to 40 10YR 3/4 loam 10 to 12 few very fine & fine none 1 to 3 moderately dense in place, slightly firm moist 40 to 54 17.5YR 4/4 sandy loam 6 to 8 few very fine & fine none 0.2 to 0.6 upper 2 inches is strongly cemented, & highly fractured. 5% gravel, layer is dense in place, very firm moist 54 to 180+ variegated extremely gravelly medium sand 0 none none 15 to 20+ loose in place, 20% cobbles General Notes: Slope 0 to 1 percent. No evidence of wetness observed to 180 inches. 0 � 5O G O d' N 0 -0 SZ N cL L Q 1 y� N O 2 o r L N 2 m 0 r 00 N O M O Oct N M d I` r (D N On LO 00 (D LO 1- O O � LO O O N Cl) I,- (flm O to O M O d T N LO O i,- O O) r r r r r T r r T N M- M On CA N M I,- O O 00 (!) O LO M O N LO (D I- C) d cT T T T T r T O O N M � (D 0) 00 LO O T CO O Nt 't T N LO 0 P- O M co r r r T r r r T r N r 0) O N M P- (D O 00 LO O () 00 M O It I -t r N LO (D I-- O LO T T T T T T T T r N r O O N M r O m 00 (t7 O N N M O d' I r N LO (D � O LO T r T T T T T T T N T O O N CO P- (D 0) 00 Li ) O Cl) M O 't T N 0 (D I- O O h r r r T T r r r T N T (V O It 1 1 1 1 1 I I 1 1 O N N T N LO 1 N M O ct O 1 1 co CY> O t N � to M T dN T T T T T LO T (D r T 1 1 O O N M I` (D On 00 Lf) N M O It I T N u) (D fl - LO LO T T T T T T T r r O O N M ti (fl 0) 00 LO T- Cl) O r N vi (D I,- �O (7) 0) N M P- (0 0) 00 LO co M O T N LO (D r 1 d' T T T T T T T r T to CA O N CO I- (D CA 00 LO T" M O It I T N 0 (0 4 r T T T T T T T r MT O � N N C% T T T T T 0 T O T r 1 1 E O O O 0) N M 1- (D CA 00 LO O O = M O It Nt T N LO O N O O O r T T T T T T T T N N m O L M M M CO M M d d O O O O O O O O O O O O E 1 �- 1 N 11 M 4 1 Lo 1 O 1 T 1 N 1 M 1 Lo' 2 3 = 2 2 2 2 2 2 2 2 2 2 1 y� N O 2 o r L N 2 ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY - GEOLOGY - ENGINEERING - SOIL SURVEYS - SOIL & WATER QUALITY RESOURCE PLANNING -SITE INVESTIGATION Glen 11. [-ogan 6238 Ldgewatei (hive Boise. Idaho 53709 Phone: (208) 6720213 I .AX: (208) 672-9214 11ailev 1Z. Nuc 1740 N zApp1chw0 k Way Boise Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 830-1921; April 3, 2004 Packard Estates Dev., LLC 6223 N. Discovery Way, Suite 120 Boise, ID 83713 RE: Soil test holes on Redfeather Estates, Phase II On March 30, 2004 soil test holes were excavated on the Phase II portion of the Redfeather Estates Subdivision. Three test holes were excavated to a depth of 15 feet for evaluations to be used in the design of storm drain systems. Four -inch PVC pipes were installed prior to backfilling to allow measurement of any groundwater present. Two other holes were excavated to a depth of about 6 feet to evaluate for load-bearing capacity for roadbed design. Samples were taken from a depth of about 18 inches from those two profiles to be tested for R -values. Copies of profile descriptions of all test holes and a map showing the GPS pit locations are attached. No wetness evidence was observed in any of the test pits. Based on the soil profile characteristics, I would not expect to see groundwater in these monitor wells. The test holes will be monitored for groundwater throughout the irrigation season, along with the other six monitor wells installed in 2003. You will be provided with an interim report on the readings in July and a complete report in October after the irrigation canals are dry. The R -value samples were tested at the Materials Testing and Inspection laboratory. The following table summarizes the test values. Copies of the test results from MTI are attached. Test Mininum Maximum Hole Test Test 200 PSI Number Value Value Value RI -04 12 23 20 R2-04 14 28 20 A copy of this report and the attachments will be forwarded to Becky McKay at Engineering Solutions for design and planning purposes. If you have questions or need anything additional, please call me at 850-4926. HARLEY R. NOE Professional Soil Scientist CC w/attachments: Becky McKay, Engineering Solutions, Eagle, ID Wilt w _j LIJ Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 3/30/2004 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Estates Development, LLC Address: 6223 N. Discovery Way Phone: 323-4002 City: Boise State: ID Zip: 83713 Legal Desc: WI/2 of NEI/4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Description Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road Depth Color Texture Clay % Roots Mottles Est. Permeability Comments (inches) 10YR 3/4 silt loam 12 to 14 fine, few medium & none (in/hr) firm moist, near brittle U^Il Q_ 1 nrofinn• TH 1-04 4094 General Notes: Slope 1 to 2 percent. No evidence of wetness below 16 inches. The mottles in the 10 to 16 inch layer are due to puddled irrigation water perching on the heavy clay loam layer below 16 inches. unln Kitimhcr JL 1 nenfinn• TH2-04 4095 0 to 9 1 10YR 3/3 silt loam 20 to 22 common very fine & none 0.5 to 1.0 friable moist 9 to 16 10YR 3/4 silt loam 12 to 14 fine, few medium & none 1 to 2 firm moist, near brittle 0 to 10 10YR 3/3 silt loam 25 to 27 coarse none 0.5 to 1.0 very friable moist 28 to 40 10YR 3/4 loam 10 to 12 few very fine & fine 3% distinct 1 to 3 moderately dense in place, slightly firm moist 10 to 16 10YR 3/3 silty clay loam 30 to 35 few very fine & fine 7.5YR 5/6 0.06 to 0.2 friable moist 16 to 27 10YR 3/4 clay loam 27 to 32 few very fine & fine none 0.2 to 0.6 slightly firm moist very gravelly sandy few very fine, fine & patches of 10YR 6/2 material, 27 to 47 7.5YR 4/4 clay loam 22 to 24 medium none 1 to 2 moderately dense in place extremely gravelly few very fine, fine & 47 to 168+ variegated 1 medium sand 1 0 medium to 80 inches none 15 to 20+ loose in place, only slightly moist General Notes: Slope 1 to 2 percent. No evidence of wetness below 16 inches. The mottles in the 10 to 16 inch layer are due to puddled irrigation water perching on the heavy clay loam layer below 16 inches. unln Kitimhcr JL 1 nenfinn• TH2-04 4095 0 to 9 1 10YR 3/3 silt loam 20 to 22 common very fine & fine none 0.5 to 1.0 friable moist 9 to 16 10YR 3/4 silt loam 12 to 14 few very fine & fine none 1 to 2 firm moist, near brittle 16 to 28 10YR 5/4 silt loam 10 to 12 few very fine & fine none 1 to 2 very friable moist 28 to 40 10YR 3/4 loam 10 to 12 few very fine & fine none 1 to 3 moderately dense in place, slightly firm moist 40 to 54 7.5YR 4/4 sandy loam 6 to 8 few very fine & fine none 0.2 to 0.6 upper 2 inches is strongly cemented, & highly fractured. 5% gravel, layer is dense in place, very firm moist 54 to 180+ variegated extremely gravelly medium sand 0 none none 15 to 20+ loose in place, 20% cobbles General Notes: Slope 0 to 1 percent. No evidence of wetness observed to 180 inches. Associated Earth Sciences, Inc. Date Of Evaluation: 3/30/2004 Storm Drain Test Hole Description & Evaluation Continuation - Sheet 2 Project: Redfeather Estates, Phase II Depth Color Texture Clay % Roots Mottles Est. Perm. Comments (inches) 10YR 3/3 silt loam 22 to 24 few medium none (irdhr) very friable moist Hale Nllmher & Location: TH3-04 4096 General Notes: Slope 0 to 1 percent. No evidence of wetness observed in profile to 180 inches. many very fine & fine, 0 to 8 10YR 3/3 silt loam 22 to 24 few medium none 0.5 to 1.0 very friable moist common very fine & 8 to 18 10YR 3/3 silt loam 24 to 26 fine none 0.5 to 1.0 very friable moist common very fine & 18 to 29 10YR 3/3 silty clay loam 35 to 40 fine none 0.06 to 0.2 very friable moist strong angular blocky structure, very 29 to 52 10YR 3/4 silty clay 4o to 45 few very fine & fine none 0.06 to 0.2 friable moist, very sticky & very plastic hard platy structure, thin discontinuous 52 to 72 10YR 4/6 fine sandy loam 6 to 8 none none 2 to 4 pan within layer extremely gravelly 72 to 180+ variegated medium sand 0 none none 15 to 20+ 15% cobbles, loose in place General Notes: Slope 0 to 1 percent. No evidence of wetness observed in profile to 180 inches. Associated Earth Storm Drain Test Hole Description &Evaluation Sciences, Inc. Date Of Evaluation: 7/1/2004 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Development, LLC Address: 6223 N. Discovery Way Phone: 323-4002 City: Boise State: ID Zip: 83713 Legal Desc: W1 /2 of NE1 /4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Desc: Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road Depth Color Texture Clay % Roots Mottles Est. Permeability Comments (inches) 10YR 3/3 silty clay loam 30 to 32 fine, few medium none (in/hr) friable moist Lyle Bl—k— 9_ 1 TH4-04 4299 General Notes: Slope 0 to 1 percent. No free water or evidence observed in pit to 203 inches. Seasonal water table not anticipated within a depth of 20 feet. U-1- KI -1— 1 TH5-n4 Inrnted nn western 20 acre lDortion 4300 0 to 12 10YR 3/2 silt loam 22 to 24 common very fine & none 0.5 to 1.0 friable moist 0 to 8 10YR 3/3 silty clay loam 30 to 32 fine, few medium none 0.2 to 0.6 friable moist 21 to 34 10YR 4/3 gravelly sandy clay loam 20 to 22 common very fine & none 1 to 2 very friable moist 8 to 20 10YR 3/3 silty clay loam 32 to 35 fine none 0.2 to 0.6 firm moist 55 to 76 7.5YR 5/6 moderately cemented hardpan w/ few very fine & fine in none none 12 to 15 20 to 34 10YR 6/3 minimal fractures fractures none <0.02 hard and brittle, 15% loam soil in lenses 34 to 48 10YR 4/4 fine sandy loam 14 to 16 none none 2 to 4 friable moist very gravelly loamy 48 to 74 7.5YR 5/6 medium sand 3 to 5 none none 10 to 15 nearly loose in place grayish hue due to parent material and gray extremely gravelly not due to wetness. Moist below 180 74 to 203+ variegated medium & fine sand 0 none none 15 to 20+ inches General Notes: Slope 0 to 1 percent. No free water or evidence observed in pit to 203 inches. Seasonal water table not anticipated within a depth of 20 feet. U-1- KI -1— 1 TH5-n4 Inrnted nn western 20 acre lDortion 4300 0 to 12 10YR 3/2 silt loam 22 to 24 common very fine & fine none 0.5 to 1.0 friable moist 12 to 21 10YR 3/3 silt loam 16 to 18 few very fine & fine none 1 to 2 5% gravel, very friable moist 21 to 34 10YR 4/3 gravelly sandy clay loam 20 to 22 few very fine & fine none 1 to 2 very friable moist 34 to 55 10YR 5/6 very gravelly loamy medium sand 3 to 5 few very fine & fine none 8 to 12 no cobbles, nearly loose in place 55 to 76 7.5YR 5/6 very gravelly loamy sand 1 to 3 none none 12 to 15 no cobbles, medium & fine sands 76 to 208+ variegated extremely gravelly sand 0 none none 15 to 20+ 20% cobbles, medium & fine sands, loose in place General Notes: Slope 0 to 1 percent. Saturated below 199 inches. Free water standing in pit at 204 inches Associated Earth Load Bearing Sample Test Hole Description Sciences, Inc. & Evaluation Date Of Evaluation 3/30/04 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Estates Development, LLC Address: 6223 N. Discovery Way Phone: City: Boise State: ID Zip: Legal Desc: WI/2 of NEI /4 Section 4, Township 3 North, Range 1 East, Boise Meridian, Ada County, ID General Desc: Redfeather Estates, Phase II, South of Ustick Road and 1/4 mile west of Cloverdale Road 323-4002 83713 Depth Color Moist & Wet moderate Moisture Coarse fragments, wetness (inches) (moist) Texture o Clay /o Consistence Structure content evidence & other Tnet I-Inla KInmhar R I nratinn• K 1-()4 4U1// --------- ----------- Moist & Wet moderate Moisture Coarse fragments, wetness (inches) (moist) Texture Clay /o very friable, sticky & granular & fine content evidence & other 0 to 9 10YR 3/3 silt loam 22 to 24 plastic blocky slightly moist common very fine & fine roots plastic weak ery friable, slightly subangular Aicky & slightly plastic blocky slightly moil' 21 to 30 10YR 3/4 silty clay loam 35 to 40 & very plastic blocky slightly moist few very fine & fine roots, moderately 24 to 30 10YR 4/4 loam 23 to 25 friable, sticky & plastic massive slightly moist dense in place friable moist, very sticky subangular few very fine & fine in upper 6 inches, 30 to 41 10YR 3/4 very gravelly sandy 32 to 35 slightly firm, sticky & blocky nearly dry very dense in place but NOT cemented, 30 to 51+ 7.5YR 4/4 clay loam 22 to 24 plastic massive nearly dry difficult to dig 41 to 52 10YR 5/4 silt loam 15 to 17 nonsticky & nonplastic massive dry fine gravelly loamy nearly loose, nonsticky General Notes: 1 to 2 percent slope. I he Y to 24 inch zone was samplea OT 16 To I rs lncnes for K -value TesTing. Depth Colora Moist & Wet moderate thin Moisture Coarse fragments, wetness (inches) (moist) Texture Clay /o Consistence Structure content evidence & other Tuef Wnla Khimhar P- I nratinn• h',) -O4 4UYb General Notes: 0 to 1 percent slope. No evidence of wetness in profile. The 8 to 21 inch layer sampled at 16 to 18 inches for R -value testing. very friable, slightly moderate thin 0 to 8 10YR 3/3 silt loam 22 to 24 sticky & slightly plastic platy nearly dry <ery friable, sticky &. plastic strong slightly firm, very sticky subangular 21 to 30 10YR 3/4 silty clay loam 35 to 40 & very plastic blocky slightly moist strong friable moist, very sticky subangular moderately dense in place, difficult to 30 to 41 10YR 3/4 silty clay loam 32 to 35 & plastic blocky nearly dry dig very friable moist, 41 to 52 10YR 5/4 silt loam 15 to 17 nonsticky & nonplastic massive dry fine gravelly loamy nearly loose, nonsticky 52 to 74+ 10YR 5/4 Imediumsand 1 0 1& nonplastic structureless dry no cobbles General Notes: 0 to 1 percent slope. No evidence of wetness in profile. The 8 to 21 inch layer sampled at 16 to 18 inches for R -value testing. ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY - GEOLOGY- ENGINEERING - SOIL SURVEYS - SOIL & WATER QITALtI , RESOURCE PLANNING; - SITE INVESTIGATION i": Iiok'-"I,[-h' IAV 120ii0?�-'7211 July 4, 2004 Kathy Stroschein Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 83616 RE: Storm drain test holes on Refeather Estates Subdivision On July 1, 2004, I visited the Redfeather Estates site to evaluate two additional soil test holes at locations designated by you. You wanted deep excavations to identify any groundwater present so that adequate separation can be maintained for installed storm drain systems. The contractor had a wheel rig so we were only able to dig 17 '/Z feet deep. Copies of the soil profile descriptions are attached along with a map showing the GPS locations of the test pits. Pipes were installed in both test holes prior to backfilling and they will be monitored through the remainder of the irrigation season. Free water was encountered at 199 inches below ground level in TH5-04 at the extreme west side of the southwestern 20 acres. I returned the following day and the level had stabilized at 174 inches. This test hole is located about 100 feet north of the drain which may be causing the groundwater to be higher at this location. I would expect this level to rise somewhat between now and the end of the irrigation season. The second test hole (TH5-04) was dry to a depth of 203 inches. Based on the material observed I would not expect to see groundwater at this site. In both profiles had silt loam and silty clay loam textures over very gravelly loamy sands at about 36 to 48 inches. Extremely gravelly and cobbly medium and fine sands extend from a depth of 6 feet to the bottom of the excavations. I would expect this material to extend to more than 20 feet deep. Permeabilities should be suitable in all materials below upper 3 to 4 feet of soil and hardpan material. If you have questions or need anything additional, please contact me at 850-4926. HARLEY R. NOE Professional Soil Scientist CC w/attachments: Packard Development, Inc., Boise, ID 83713 ASSOCIATED EARTH SCIENCES, Inc. BIOLOGY- GEOLOGY - ENGNEERING - SOIL SURVEYS - SOIL & WATER QUALITY RESOURCE PLANNING - SITE INVESTIGATION IN " &1 cl. alrr I )m ,: Ik�isa. Idaho A 37W) h -n�: i 20:) (12-921 ; 1 "1., ( M;) 0 72-1.2 1-1 October 16, 2004 Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 83616 RE: Final groundwater monitoring on Redfeather Estates site We have completed the groundwater monitoring for the 2004 season on the Redfeather Estates Subdivision site. A table is attached showing measurements and dates. Also attached is a map with the GPS locations of the test holes shown. All test holes but one remained dry to more than 12 feet for the entire period. Site TH5-04 in the southwest corner of the property had a peak reading of 61 inches below ground level. This hole is located within 150 feet of the large drain and is most likely being impacted by water flow in that drain. Irrigation water in the area was turned off on October 41''. A huge drop in the water level occurred after that date. I feel this helps support the effect of the irrigation water on this site. If you have questions or need interim data, please contact me by e-mail or at 850-4926. seat viz e-mail HARLEY R. NOE Professional Soil Scientist CC w/attachments: Packard Development, LLC, Boise, ID M C) czfl 1-- t� ON al IV 4— Mk IM � w UJ •' ~�L' d, M M M ' 14, ONoy t r "F i Gam•-!-�,.. �,�� j�, �,. � � �. ��s► `.. ; o'a F a �z Webmail 7.0 - RE: Alicia Court Subdivision / 4036 E. Granger.en-d RE: Alicia Court Subdivision / 4036 E. Granger https://NA,ebmail.aplus.net/index.plT?view=print420677 From: Mindy Wallace <Mtivallace@achdidaho.org> Date: 09/05/2018 02:07PM To: "'Penelope Riley"' <penelope c*-ileyplanning.com>, Cluristy Little <Clittle@achdidaho.org> �e[3ei�3,�5E, At raffic inipact study is not required fort his a{ plicationI 6h-Idy iann� -r ilk ;oda County Highway District '08-387-6178 From: Penelope Riley [mailto:penelope@rileyplanning.coml Sent: Wednesday, September 05, 2018 1:45 PM To: Christy Little; Mindy Wallace Subject: Alicia Court Subdivision / 4036 E. Granger Christy / Mindy: I am preparing to submit an application to Meridian for a 6 building lot residential subdivision at the above referenced site. Will we be required to provide a TIS? Thanks! Penelope Constantikes Principal Description: Image removed by sender. (208)908-1609 P.O. Box 405 Boise, ID 83701 0 Attachments ( 2 files, 1.5 KB) -—WRD000 jpg (1.1 KB) - image001 Jpg (456.0 B) 1 of 1 9/5/2018, 2:2.5 PM Webmail 7.0 - RE: 4036 E. Granger.eml RE: 4036 E. Granger From: Joe Bongiorno <jbongiorno@meridiancity.org> Date: 09/04/2018 09:04AM To: Penelope Riley <penelope@rileyplanning.com> Looks good to me. Thank you! Joe Bongiorno CFEI Deputy Chief — Fire Marshal Meridian Fire 33 E. Broadway Ave., Ste. 210, Meridian, ID 83642 (Direct) 208-489-0458 (Cell) 208-936-9554 fire cid:image001.gif@I Dedication -Loyalty -Tradition https://webmail.aplus.net/index.php?view=print#20632 All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. From: Penelope Riley [mailto:penelope@rileyplanning.coml Sent: Monday, September 3, 201810:22 PM To: Joe Bongiorno <ibonsiorno@merid!ancity.Org> Subject: 4036 E. Granger Joe: We met briefly earlier this year to discuss the Meridian Fire Department requirements for this project. We are proposing 6 lots, 5 of which will be accessed from Alicia Court to the east. The current layout is attached for you reference. At your suggestion, the culdesac has been widened to 58 feet to allow for parking. The application for the private road requires confirmation from you that we are in compliance with the Fire Department standards. If you would please, confirm that we discussed the project, and that the proposed plan meets your requirements. Don't hesitate to let me know if you have questions. Thank you! Penelope Constantikes Principal (208) 908-1609 P.O. Box 405 Boise, ID 83701 Attachments (4 files, 84.0 KB) 1 of 2 9/4/2018,4:08 PM Webmail 7.0 - RE: 4036 E. Granger.eml https://webmail.aplus.net/index.php?view=print#20632 - image001.gif (3.8 KB) - image002.png (53.3 KB) - image003.png (16.6 KB) - iinage004.png (10.3 KB) 2 of 2 9/4/2018,4:08 PM Settler's Irrigation District 9/4/2018 Property Description Report Account No 139 Recorder R5713503000 urrormauon Owner: ARCHIE WOOD 4036 E GRANGER AVE MERIDIAN ID 83642 mrormauon Send To: ARCHIE R WOOD 4036 E GRANGER AVE MERIDIAN ID 83642 Property Intormahon Section 4 Township 3N Range lE Parcel Description GEORGIANA MILKS [LOT 9 BLOCK I Miner Inches 1.937 Miner Acres 3.1 Consumer No Govt Inches 0 Govt Acres 0 Excluded No Other Information 12/18/2006: COMBINED WITH RED FEATHER ESTATES. THIS PROPERTY HAS BEEN PLATTED LOT I BLK 16 RED FEATHER ESTATES. Laterals NAMPA-MERIDIAN Total Inches: 1.937 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment Number Report MailTo: WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN 1D 83646-5811 Deeded 1: WOOD, ARCHIE RALPH-ROSEMERRY Property Address: 4036 E GRANGER AVENUE MERIDIAN 1D Ada County Parcel #: R7366230870 Legal Description: LT 1 BLK 16 REDFEATHER ESTATES SUB NO 2 SEC 4 3N IE Status: Active Actual Acres: 3.34 Roll: Tax Roll District Land: No Tax Group: Regular Urban Irrigation: 49 TCCA: No Pending Segregation: No LID: Pending Exclusion: No Bankruptcy: No Tax Deed: No Delinquent: No Water and Drainage Rights: Ridenbaugh Miner's Inches: Ridenbaugh Acres: Project Miner's Inches: Project Acres: Water Delivery: Delivery Agent NMID 0.39 Ridenbaugh Drainage Acres: 0.51 0.51 Project Drainage Acres: Settlers Drainage Acres: 2.57 New York Drainage Acres: Lateral Tap Rotate MILK 9559 No Lateral Rider Name MILK Steve Pardew Urban Irrigation Specialist 49 Chris Kelly Comments: Notice Mailed to: 2017 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2016 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2015 WOOD, ARCHIE RALPH 4036 E GRANGERAVE MERIDIAN ID 83646-5811 Primary Phone 901-4002 Primary Phone Assessment # 792 C -16 - 1 Tax Roll 2017 Assessment Expense: District Drainage: Ridenbaugh Maintenance: Project Maintenance: Urban Irrigation: Project Operation & Maintenance Project O&M 2018: Excess Delivery 2017: Secondary Phone Secondary Phone Ridenbaugh Acre Feet: Project Acre Feet: Arrowrock Acre Feet: RMI RA PMI 0.39 0.51 16.25 8.63 34.64 0.00 467.60 0.00 0.00 PA Prepared: 05 -Sep -2018 11:37 am Gfl Page 1 of 4 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment # Assessment Number Report 792 C -16 - 1 2014 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2013 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2012 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2011 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2010 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2009 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2008 WOOD, ARCHIE RALPH 4036 E GRANGER AVE MERIDIAN ID 83646-5811 2007 PACKARD ESTATES DEV LLC 6223 N DISCOVERY WAY #120 BOISE ID 83713-1888 2006 PACKARD ESTATES DEV LLC 6223 N DISCOVERY WAY #120 BOISE ID 83713-1888 2005 PACKARD ESTATES DEV LLC 6223 N DISCOVERY WAY 9120 BOISE ID 83713-1888 History Log: 8. Update (19 -Dec -2017 08:39 AM eolvera) Changed From: Comments: PD IST HALF 2017 OVERPMT PULL 12/26/17 -CE 7. Update (22 -Nov -2017 03:02 PM cevans) Changed From: TCCA: N 6. Update (15 -Oct -2010 09:26 AM klopez) Changed From: Name/Address: Modified: Type: Property Name: Address: 4036 E GRANGER AVE City: MERIDIAN State: ID Zip: 83646 Prepared: 05 -Sep -2018 11:37 am Gfl Page 2 of 4 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment # Assessment Number Report 792 C -16 - 1 5. ClearTaxDeedInformation (29 -Jul -2010 12:18 PM shewlett) Changed From: Tax Deed Legal Description: LT 1 BLK 16 REDFEATHER ESTATES SUB NO 2 SEC 4 3N IE Has Publication Cost: Y Tax Deed Name/Address: Deleted: Type: Deeded _IA Name: PACKRD ESTATES DEV LLC Addressl: 6223 N DISCOVERY WAY#120 Address2: City: BOISE State: ID Zip: 83713-1888 4. Update (25 -Feb -2008 10:08 AM shewlett) Instrument #: 103164440 Changed From: Name/Address: Modified: Type: Deeded -1 Name: PACKARD ESTATES DEVEL LLC Address: City: State: Zip: Type: MailTo Name: WOOD, ARCHIE RALPH Address: 4036 E GRANGER LN City: MERIDIAN State: ID Zip: 83646-5811 Type: Property Name: Address: 4036 E GRANGER LN City: MERIDIAN State: ID Zip: 83646 3. Update (19 -Feb -2008 11:05 AM TCooper) Changed From: County Parcel #: Name/Address: Modified: Type: Mai1To Prepared: 05 -Sep -2018 11:37 am Gfl Page 3 of 4 NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST STREET SOUTH, NAMPA, ID 83651-4395 Assessment # Assessment Number Report 792 C -16 - 1 Name: PACKARD ESTATES DEV LLC Address: 6223 N DISCOVERY WAY #120 City: BOISE State: ID Zip: 83713-1888 2. PendingTaxDeed (02 -Jan -2008 08:09 AM shewlett) Marked as Pending Tax Deed. 1. Segregated (29 -Jul -2005 12:00 AM Migrated) Userbase Segregation Transaction #: SAB0075 Canceled: 793--9A Remaining In: 792B--, 793--9B New: 792C-7-1, 792C-9-2, 792C-9-3, 792C-9-4, 792C-9-5, 792C-9-6, 792C-9-7, 792C-9-8, 792C-9-9, 792C-9-10, 792C-9-11, 792C-9-12, 792C-9-13, 792C-9-14, 792C-9-15, 792C-9-16, 792C-10-2, 792C-10-3, 792C-10-4, 792C-10-5, 792C-10-6, 792C-10- 7, 792C-10-8, 792C -10-9,792C-10-10, 792C-10-11, 792C -13-2,792C-13-3, 792C -13-4,792C-13-5, 792C -13-6,792C-13-7, 792C-13-8, 792C-13-9, 792C-13-10, 792C-13-11, 792C-13-12, 792C-13-14, 792C-13-15, 792C-13-16, 792C-13-17, 792C-13-18, 792C-13-19, 792C -13-20,792C-13-21, 792C-13-22, 792C-13-23, 792C -13-24,792C-13-25, 792C -14-2,792C-14-3, 792C-14-4, 792C-14-5, 792C-14-6, 792C -14-7,792C-14-8, 792C -14 -9,792C -14-10,792C-14-11, 792C -14-12,792C-14-13, 792C-14-14, 792C-15-2, 792C-15-3, 792C-15-4, 792C-15-5, 792C-15-6, 792C-15-7, 792C-15-8, 792C-15-9, 792C-15-10, 792C-15-11, 792C-15-12, 792C -15 -13,792C -15-14,792C-15-15, 792C-15-16, 792C -16-1,792C-16-3, 792C -16-4,792C-16-5, 792C-16-6, 792C -16-7,792C-16-8, 792C -16-9,792C-16-11, 792C -16-12,792C-16-13, 792C -16-14,792C-16-16, 792C -16-17,792C-16-18, 792C-16-19 New Parcel Prepared: 05 -Sep -2018 11:37 am GII Page 4 of 4 m V) w r. m M A z W i� Ei H V)cn CA d x H � O W �+ W Q � a kn tn ON O O 0 0 q O 0 O O 0 0 C. 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O1 O pCD N wl A � o O daF CL L ON a o ^p v, 3 P, r w Eo s°. r�i cd C#') `N.+ cR b c66 a nAto—o as • m i cd a o kn 00 �zv �A c M cc tn Od a H z P a �o� M N M .fir h N CI O � O � � Ur W M � C v 3 00 �. z cc F c o L a3i b U X. w a b a N oCD 42 A c}n CD o daF 3 w COVENANTS, CONDITIONAL, AND RESTRICTIONS ALICIA COURT SUBDIVISION Grantor: ?? URSENBACH DEVELOPMENT GROUP LLC ?? Alicia Court Subdivision Conditions, Restrictions and Easements Page 1 of 10 COVENANTS CONDITIONS AND RESTRICTIONS FOR THESE COVENANTS, CONDITIONS AND RESTRICTIONS FOR Alicia Court Subdivision are made this day of , 20_, by Ursenbach Development Group, LLC, an Idaho limited liability company (Grantor). ARTICLE I. RECITALS: WHEREAS, Grantor is the owner of certain land in Ada County, Idaho, more particularly described as follows (hereafter 'Property" or "Subdivision") [LEGAL DESCRIPTION] , according to the official plat thereof files in Book of Plats at Page(s) and , records of Ada County, Idaho: WHEREAS, the Grantor desires to subject the Property to the covenants, conditions, restrictions, easements, reservations, limitations and equitable servitudes set forth in this Declaration to (i) ensure the enhancement and preservation of property values, (ii) provide for proper design, development, improvement and use of the Property by the Grantor and all other persons or entities who may subsequently acquire an interest in the Property, and (iii) create a residential development of high quality; WHEREAS, in order to achieve the objectives and desires of the Grantor, the Grantor will control the managementand government of the Property and the non-profit association of Owners to be created until such time as the Owners take over the management function of the Association at the time provided in this Declaration. ARTICLE H. DECLARATION The Grantor hereby declares that the Property, and each subdivided lot within the Subdivision (hereafter call "Lot"), is and shall be held, sold, conveyed, encumbered, hypothecated, leased, used, occupied and improved subject to the following covenants, conditions, restrictions and limitations (hereafter collectively call "covenants and restrictions"), all of which are declared and agreed to be in furtherance of a general plan for the protection, maintenance, improvement and sale of the Subdivision and each Lot therein, and to enhance the value, desirability and attractiveness thereof. The covenants and conditions set forth herein shall run with the land and each estate therein and shall be binding upon all persons having or acquiring any right, title or interest in the Subdivision or any Lot therein; shall inure to the benefit of every Lot in the Subdivision and any interest therein; and shall inure to the benefit of and be binding upon each Owner; and may be enforced by the Grantor, the Association and by any Owner, as hereafter provided, or by the Architectural Control Committee (ACC), as provided in Article VI, below. Alicia Court Subdivision Conditions, Restrictions and Easements Page 2 of 10 Notwithstanding the foregoing, no provision of this Declaration shall be construed or enforced to prevent or limit the Grantor's right to complete development of the Subdivision in accordance with the plan therefor as the same exists or may be modified from time to time by the Grantor, nor prevent normal construction activities during the construction of Improvements upon any Lot in the Subdivision. No development or construction activities shall be deemed to constitute a nuisance or violation of this Declaration by reason of noise, dust, presence of vehicles or construction machinery, erection of temporary structures, posting of signs or similar activities, provided that the same are actively, efficiently and expeditiously pursued to completion. In the event any dispute concerning the foregoing shall arise, a temporary waiver of the applicable provision(s) of this Declaration may be granted by the Architectural Control Committee (ACC) provided that such waiver shall be for a reasonable period of time and shall not be violative of the applicable ordinances of the governmental entity(s) having jurisdiction of the Property. Any such waiver need not be recorded and shall not constitute an amendment of this Declaration. In the event of a conflict between provisions of this Declaration and the governmental entity(s) having jurisdiction over the Property, the more restrictive shall control. ARTICLE III. DEFINITIONS As used in this Declaration, unless the context otherwise specifies, the following words and phrases shall be defined as follows: ACC: The Architectural Control Committee for the Subdivision. Building: A structure constructed on a Lotus a residential dwelling and shall include all other appurtenances and improvements thereto or used in connection therewith. Declaration: This instrument as it may be amended from time to time. Development: The project to be undertaken by the Grantor resulting in the improvement of Winsome Place Subdivision, including landscaping, construction of street improvements, utility services and other improvements. Grantor: Ursenbach Development Group LLC, an Idaho Limited Liability Company. Improvements: All structures and appurtenances thereto of all kinds and types located on a Lot, including but not limited to, Buildings, driveways, asphalt, sidewalks, walls, fences, screens, landscaping, and pressurized irrigation system. Improvements shall not include improvements which are located wholly in the interior of the Building. Lot: A portion of the Subdivision which is a legally described Lot within the Subdivision as shown on the recorded plat of the Subdivision. Occupant: Any person or other legal entity who or which is legally entitled to occupy and use any Building on a Lot. Alicia Court Subdivision Conditions, Restrictions and Easements Page 3 of 10 Owner: A person(s) or other legal entity(s), including the Grantor, holding fee simple title to a Lot in the Subdivision, including of an obligation, but including any Mortgagee (of any priority) or other security holder in actual possession of a Lot as a result of foreclosure or otherwise, and any person taking title through such Mortgages or other security holder by purchase at foreclosure sale or otherwise. Plat: The final subdivision plat covering the Property, or portion thereof, as recorded in the office of the Ada County Recorder, as the same may be amended by duly recorded amendments thereto. Subdivision: The whole of the property described above. ARTICLE IV. PURPOSE Alicia Court Subdivision, and each Lot therein, are hereby made subject to the covenants and restrictions contained in this Declaration, all of which shall run with the land, and shall apply to each and every Owner and Occupant thereof and their respective successors in interest, for the purpose of ensuring Owners and Occupants of quality of design, development, improvement, use and maintenance of the Lots and Improvements thereon and shall protect and enhance the investment and use of all Lots within Subdivision. ARTICLE V. PERMITTED USES SECTION 5.1. Use. The Lots within the Subdivision shall be used exclusively for single- family residential purposes and such uses as are customarily incidental thereof. SECTION 5.2. Buildings. No Lot shall be improved except with one (1) single-family dwelling unit and a one garage. SECTION 5.3. Approval of Use and Plans. No Improvements within the Subdivision shall be built, constructed, erected, placed or materially altered unless and until the plans, specifications and site plan therefor have been reviewed in advance and approved by the ACC in accordance with the provision of Article VI below. SECTION 5.4. Prohibited Buildings. No trailer or other vehicle, tent, shack, garage, accessory building or out building shall be used as a temporary or permanent residence. No noxious or offensive activities shall be conducted on any Lot nor shall anything be done thereon which may be or become an unreasonable annoyance or nuisance to the Occupant(s) of the other Lots within the Property by reason of unsightliness or the excessive emission of fumes, odors, glare, vibration, gases, radiation, dust, liquid waste, smoke or noise. No building shall be moved onto a Lot. SECTION 5.5. Easements. There is hereby reserved for the use and benefit of the Grantor and Grantor and each Owner hereby grants to the other Owners and all public utilities for the use and benefit of each Lot, and for the use and benefit of each Owner and Occupant, and for their successors Alicia Court Subdivision Conditions, Restrictions and Easements Page 4 of 10 and assigns for the purpose to such use, development and maintenance of the Property, the following easements: (a) Public Utilities. For the installation and maintenance of public utility facilities of all kinds, including power, gas, sewer, radio and television and transmission cables, the easements so dedicated on the Plat for the Subdivision. (b) Irrigation Lines: If not identified on any recorded plat affecting the Layla Jane Subdivision, the Declarant expressly reserves for the benefit of the Master Association, easements of access, ingress and egress across and upon the Parcels for the installation, maintenance and/or repair of any irrigation systems managed or maintained by the Master Association. (c) Plat. Any additional easement, if any, as shown and designated on the recorded Plat for the Subdivision. No improvements shall be placed or permitted to remain on such easement areas, other than encroachment easement areas, located within and Lot which shall interfere with the intended use or purpose of such easement(s), and no other activity shall be undertaken on any Lot which may interfere with the use and access intended to be provided by such easement(s) or the installation or maintenance of the utilities or other facilities, if any, located thereon or therein. SECTION 5.6. Setbacks. Any Building constructed on a Lot shall comply with the setbacks required by the applicable Ordinance of municipal entity having jurisdiction of the Property. SECTION 5.7. Grading, and Drainage. Lot grading shall be kept to a minimum and Buildings are to be located for preservation of the existing grade(s) and any grade(s), berms or swales should be an integral part of the grading design. Subject to the requirements of any governmental entity having jurisdiction thereof, water may drain or flow into adjacent streets but shall not be allowed to drain or flow upon, across or under adjoining Lots, unless an express written easement for such purposes existing., SECTION 5.8. Commercial Use. No Lot shall be used at any time for commercial or business Purposes, except for such commercial or business purposes allowed by law and as shall be conducted and maintained solely, withina residential dwelling unit on a Lot, provided that no signs relating to said commercial or business activity shall be displayed where visible from any road within the Subdivision and, provided further, that the principal use of each Lot shall be as provided for in Section 5.1, above. SECTION 5.9. Animals. No animals, livestock, birds, insects or poultry of any kind shall be raised, bred, or kept on any Lot, except domesticated dogs, cats or other small household pets which do not unreasonably bother or constitute a nuisance to others may be kept, provided that they are not kept, bred or maintained for any commercial purpose. SECTION 5.10. Fences: No fence of wall of any kind shall be constructed on a Lot unless the plans and specifications therefor, including the location, design, material and color thereof, have been approved in writing by the ACC prior to the construction or installation. All fences and walls shall be subject to the following restrictions: Alicia Court Subdivision Conditions, Restrictions and Easements Page 5 of 10 (a) Height. All fences and walls on a Lot shall not exceed six (6) feet in height (unless a lower height is required by the ACC.) (b) Maintenance and Repair. All fences and walls shall be constructed and installed and maintained in good appearance and condition at the expense of the Owner of the Lot on which they are located and all damaged fencing and walls shall be repaired or replaced to original design, materials and color within a reasonable time after said damage occurs. (c) No Interference. No fence or wall shall interfere with the reasonable use and enjoyment by the Owner and/or Occupant of the adjacent Lot, or the use and enjoyment of any easement reserved in the Declaration or shown on the recorded subdivision plat of the Property. (d) Approval by ACC. No fence of any kind shall be constructed on a Lot unless the plans and specifications therefor, including the location, design, material and color thereof, have been approved in writing by the ACC prior to construction or installation. SECTION 5.11. Maintenance. The following provision shall govern the maintenance of Lots and all improvements thereon: (a) Maintenance of Improvements. Each Owner of a Lot shall maintain all Improvements located thereon in good and sufficient repair and shall keep the Improvements thereon painted or stained,, lawnscut, shrubbery trimmed, windows glazed, rubbish and debris removed, weeds cut and otherwise maintain the same in a neat and aesthetically pleasing condition. (b) Repair of Damage. All damage to any Improvement shall be repaired as promptly as is reasonably possible. (c) Vacant Building. A Building which is vacant for any reason shall be kept locked and the windows glazed in older to prevent entrance by vandals. (d) Trash and Debris. All trash, debris, garbage and refuse shall be kept at all times in a covered container and all such containers shall be kept on a Lot within an enclosed structure or screened from public view. Trash and debris shall be removed from the Lot at regular intervals and shall not be allowed to accumulate. (e) Other Prohibited Conditions. Any event or condition on a Lot which, in the sole discretion of the ACC creates an unsightly or blighting influence, shall be corrected, removed or obstructed from public view, as the case may be, by the Owner or Occupant of the Lot, notwithstanding the fact that such event or condition may not be specifically described and/or prohibited in this Declaration. (f) Failure to Maintain — Remedy. In the event that any Owner (the Defaulting Owner) shall permit any Improvement, including any landscaping, which is the responsibility of such Owner to maintain, to fall into disrepair so at to create a Alicia Court Subdivision Conditions, Restrictions and Easements Page 6 of 10 dangerous, unsafe or unattractive condition, any other Owner (the Curing Owner) upon fifteen (15) days prior written notice to the Defaulting Owner, shall have the right to correct such condition, and to enter upon the Defaulting Owner's Lot and into any Building or structure thereon, if necessary, for the purpose of correcting or repairing same, and the Defaulting Owner shall promptly reimburse the Curing Owner for the costs thereof. The Defaulting Owner shall be personally liable, and such Owner's Lot may be subject to a mechanic's lien for all costs and expenses incurred by the Curing Owner in taking such corrective action, plus all costs incurred in collecting the amounts due, the Defaulting Owner shall pay all amounts due for such work within ten (10) days after receipt of written demand therefor. SECTION 5.12. Nuisances. No rubbish or debris of any kind shall be placed or permitted to accumulate upon any Lot within the Subdivision and no odor shall be permitted to arise therefrom so as to render any Lot unsanitary, unsightly, offensive or detrimental to any other Lot within the Subdivision or the vicinity thereof or to its Occupants. SECTION 5.13. Exterior Energy Devices/Antennae. No energy productiondevice including, but not limited to, generators of any kind and solar energy devices, shall be constructed or maintained on any Lot without the prior written approval of the ACC, which shall not be unreasonably withheld, except for heat pumps and similar appliances shown on the plans approved by the ACC. SECTION 5.14. Landscaping. All landscaping shall be installed within sixty (60) days after the date of occupancy of the Building on the Lot, weather permitting, and shall be maintained in an attractive condition. Each Owner shall pay all assessments levied by the Master for the cost of delivering irrigation water to their Parcel. Such assessments shall be determined for each Parcel by determining that part of the whole cost that its square footage bears the total square footage of the Layla Jane Subdivision. SECTION 5.15. Exemption of Grantor. Nothing herein contained shall limit the right of the Grantor to subdivide or re -subdivide any Lot or portion of the Property or to grant licenses, reservation, rights-of-way or easements to utility companies, public agencies or others; or to complete excavation, grading and Development to or on any Lot or other portion of the Property owned or controlled by the Grantor, or to alter the foregoing and it Development, plans and designs, or to construct additional Improvements as Grantor deems advisable in the course of Development of the Subdivision. This Declaration shall not limit the right of Grantor at any time prior to the acquisition of title to any Lot by any Owner to establish on that Lot additional licenses, restrictions, reservations, rights-of-way and easements to itself, to utility companies or to other, as may from time to time be reasonably necessary. The Grantor need not seek or obtain ACC approval of any improvements constructed or place within the Property by Grantor in connection with the Development of the Subdivision, but this exemption shall not apply to a Building(s) constructed by the Grantor on a Lot owned by the Grantor. ARTICLE VI. ARCHTECTURAL CONTROL COMMITTEE Alicia Court Subdivision Conditions, Restrictions and Easements Page 7 of 10 SECTION 6. 1. Members of the Committee. The initial ACC shall consist of one (1) person for so long as Grantor owns a Lot within the Subdivision. The initial member of the ACC shall be XXXXXXXXX At such time as Grantor no longer owns a Lot in the Subdivision, the ACC for the Subdivision shall be comprised of a least two (2) persons, each of whom shall be appointed as herein provided. A member of the ACC shall hold office until he has resigned or has been removed, but in any event, until said Member's successor has been appointed. Members of the ACC may be removed at any time, with or without cause. SECTION 6.2. Appointment — Removal. All members of the ACC for the Subdivision shall be appointed and removed by the Grantor so long as the Grantor owns a Lot within the Subdivision. At such time as the Grantor no longer owns a Lot within the Subdivision, all members of the ACC shall be appointed or removed by vote of the majority of the Owners. The ACC shall have the right, by a resolution in writing unanimously adopted, to designate one (1) of its members to take an action or perform any duties for and on behalf of the ACC. In the absence of such designation, the vote of any two members of the ACC shall constitute an act of the ACC. SECTION 6.3. Non -Liability. Neither the ACC, nor any member thereof, or Grantor or any partner, officer, employee, agent, successor or assign thereof, shall be liable to any Owner or any other person for any loss, damage, injury, cost, expense, claim or cause of action arising out of or connected with the performance by the ACC of its duties and responsibilities by reason of mistake in judgment, negligence or nonfeasance arising out of or in connection with the approval or disapproval or failure to approve an application. Every person who submits an application to the ACC for approval of plans and specifications agrees, by submission of such application, and every Owner of Occupant of any Lot agrees, by acquiring title thereto or an interest therein not to bring any action or suit against the ACC or any member thereof, or the Grantor or any officer, partner, employee, agent, successor or assign thereof to recover such damages. SECTION 6.4. , Approval Required.No construction, alteration, modification, removal or destruction of any Improvements of any nature whatsoever which materially alters the exterior appearance of the Improvements on a Lot within the Subdivision, shall be initiated or be permitted to continue or exist within the Subdivision without prior written approval of the ACC, which may be granted or withheld in its discretion. The ACC may request a building plan, site plan, landscape plan and other plans, and sample materials it deems appropriate to review any request for construction, alteration, modification or removal of Improvements, and may grant variances from compliance with the requirements of this Declaration when, in the sole discretion of the ACC, circumstances require. SECTION 6.5. Enforcement. The ACC shall be authorized on behalf and in the name of the Owners to commence such legal or equitable proceedings as are determined by it to be necessary of proper to correct or enjoin any activity or condition existing within the Property, the continuation of which violates the provision of this Declaration or the approved plans and specifications. The ACC shall not commence such legal or equitable proceedings without 60 (sixty) days prior written notice of the deviation or violation to the Owner but thereafter the ACC, as the case may be, shall have the sole discretion to commence such proceedings. ARTICLE VII. Alicia Court Subdivision Conditions, Restrictions and Easements Page 8 of 10 MISCELLANEOUS SECTION 8.1. Term. This Declaration and all covenants, conditions, restrictions and easements contained herein shall run until August 14th, 2019, unless amended as hereafter provided. After August 14th, 2019, said covenants, conditions, restrictions and easements shall automatically extend for successive periods of ten (10) years each, unless extinguished by a written instrument executed by the Owners of a least fifty-one (51%) of the Lots in the Subdivision and such written instrument is recorded with the Ada County Recorder. SECTION 8.2. Amendment. This Declaration may be amended as follows: (a) By Grantor. Until title to a Lot within the Subdivision is conveyed by the Grantor to an Owner, this Declaration may be amended or terminated with respect to the Subdivision by the Grantor by recordation or a written instrument signed by the Grantor and acknowledged setting forth such amendment or termination. (b) By Owners. The provisions of this Declaration, other than this Section, with respect to the Subdivision may be amended by an instrument in writing, signed and acknowledged by the Owners, including the Grantor, owning at least fifty-one percent (51%) of the Lots within the Subdivision, provided, that so long as the Grantor owns a Lot within the Subdivision, such amendment is approved in writing by the Grantor. Any amendment, approved as herein provided, shall be effective upon its recordation with the Ada County Recorder. Any amendment to this Section shall require the vote or written consent of all Owners. SECTION 8.3. Non -Waiver. The failure of the Grantor or any Owner in any one or more instances to insist upon the strict performance of any of the covenants, conditions, restrictions, easements or other provisions of this declaration or to exercise any right or option contained herein, or to serve any notice or to institute any action, shall not be construed as a waiver or relinquishment for the future of such covenant, condition, restriction, easement or other provision, but the same shall remain in full force and effect. SECTION 8.4. Enforcement -'Costs. This Declaration may be enforced by the ACC or by any Owner (including the Grantor) of a Lot within the Subdivision. If suit or other action is filed to interpret or enforce this Declaration, or any provision hereof, the prevailing party shall be awarded reasonable attorney's fees, in addition to the costs and disbursements allowed by law, including the same with respect to appeal. SECTION 8.5. Acceptance. Each Owner of a Lat, each purchase of a Lot under a contract or agreement of sale and each holder of an option to purchase a Lot, by accepting a deed, contract of sale or agreement or option, accepts the same subject to all of the covenants, conditions, restrictions, easements and other provisions set forth in this Declaration and agrees to be bound by the same. SECTION 8.6. Severability. Each of the provisions hereof shall be deemed independent and severable and the invalidity or unenforceability of any provision or portion thereof shall not affect the validity or enforceability of any other provision. SECTION 8.7. Interpretation. The provisions of this Declaration shall be liberally construed to affect the purposed hereof and shall be construed and governed in accordance with the laws of the Alicia Court Subdivision Conditions, Restrictions and Easements Page 9 of 10 State of Idaho. The singular shall include the plural and the plural the singular, and the masculine, feminine or neuter shall include the masculine, feminine or neuter. All captions and titles are intended solely for convenience of reference and shall not affect that which is set forth in any of the provisions thereof. IN WITNESS WHEREOF the Grantor has executed this Declaration as of the day and year first above written. GRANTOR: Ursenbach Development Group, LLC, an Idaho Limited Liability Company By: ,, XXXOCX Managing Member STATE OF IDAHO ) County of Ada On this day of , 20_, before me, the undersigned, a Notary Public in and for said state, personally appeared , know or indentified to me to be the Managing Member of , LLC, the limited liability company that executed the instrument or the person who executed the instrument on behalf of said limited liability company, and acknowledge to me that such limited liability company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. NOTARY PUBLIC for Idaho Residing at My commission expires: Alicia Court Subdivision Conditions, Restrictions and Easements Page 10 of 10 ~_~UsMHONWU [d . WO C31 -10S MOO OM 38 M ION SI W 313 _M0 WM)IM J) Mt3dW 3M Si DAMS WWDSSI=d 1� 'IV "law IM 7 SMSPIkou Eb 553 09 ~_~UsMHONWU [d . 09 co Fj ~_~UsMHONWU [d . PLANNING SERVICES ALICIA COURT SUBDIVISION PROPOSED ARTHITECTRUAL ELEMENTS P.O. Box 405 Boise, ID 83701 • Side loaded garages where possible • Strong glazing percentage • Statement entity Interesting and varied wall and roof planes LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS Statement entry with side lighting / transom Variety of wall and roof planes to reduce massing • Pleasant mix of window sizes and shapes window at entry options LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS No more than single garage door visibility from street side where feasible • Statement entry • No roof penetrations in roof facing street • Wall and roof planes variety LAND USE PLANNING • DUE DILIGENCE - INDIVIDUAL ASSESSMENTS Wall and roof planes provide pleasing view • Single garage door visible from street • Glazing percentage • Mixture of materials with accent surfaces LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS Repeating wall and roof planes are interesting and calming • Statement entry with transom window • No roof penetrations to interrupt roof planes LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS CONIlVHTMENT 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. �• C��l sl�l'rjl � /� / 8 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.ora/nlannuie (0312312018)