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TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall To: Attention C.Jay Coles, City Clerk By: November 10th, 2017 Cit y Clerk ’s Office 33 E. Broadwa y Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 www.meridiancity.org Transmittal Date: October 19, 2017 File No: H-2017-0140 PP Hearing Date: November 16, 2017 Request: A Preliminary Plat Consisting of 59 Single Family Residential Lots and Eight (8) Common Lots on 17.3 Acres of Land in the R-8 Zoning District for Timberline Subdivision By: Bailey Investments, LLC Location of Property or Project: 655 and 735 W Victory Road Ryan Fitzgerald (No FP) Meridian School District Gregory Wilson (No FP) Meridian Post Office Steven Yearsley (No FP) Ada County Highway District Treg Bernt (No FP) Ada County Development Services Rhonda McCarvel (No FP) Central District Health Bill Cassinelli (No FP) COMPASS Jessica Perreault (No FP) Nampa Meridian Irrigation District Tammy de Weerd, Mayor Settlers Irrigation District City Council Idaho Power Company Sanitary Services Century Link Building Department Intermountain Gas Co. Fire Department Idaho Transportation Department Police Department Ada County Associate Land Records City Attorney Downtown Projects City Public Works Meridian Development Corporation City Planner Historical Preservation Comm.` Parks Department South of RR/SW Meridian Economic Development NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Cont rol – Tim Paige Hearing Date: November 16, 2017 File No.: H-2017-0140 Project Name: Timberline Subdivision Request: A preliminary plat consisting of 59 single family residential lots and 8 common lots on 17.3 acres of land in the R-8 zoning district, by Bailey Investments, LLC. Location: The site is located 655 and 735 W. Victory Road, in the NE '/4 of Section 25, Township 3N., Range 1W. C�WENt!,:=-- ECEIVE OCT 1 1 2017 BY• Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: '(`� # b, ,@.A File number(s):- - OI Assigned Planner: Related files: Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review (A Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ❑ Rezone ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification ❑ Variance ❑ Final Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name: Bruce Hessing Bailey Investments LLC Phone: Applicant address: 2338 W Bounder Bar Dr. Email: bbhessing@hotmail.com City: Meridian State: ID Zip: 83646 Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned l Other rnntrnct Owner name: Merle and F. Laverne Hansen Trust/ Connie Tewalt Phone: Owner address: 2122 E Katelyn Dr/735W. Victory Road Email: City: Meridian State: ID Zip: 83646 / 83642 Agent/Contact name (e.g., architect, engineer, developer, representative): Penelope Riley Firm name: Riley Planning Services Phone: 208.908.1609 Agent address: P.O. Box 405 Email: Penelope@rileyplanning.com City: Boise State: ID Zip: 83701 Primary contact is: ❑ Applicant ❑ Owner N Agent/Contact Subject Property Information Location/street address: 655 and 735 W Victory Road Township, range, section: 3N / 1 W / 25 Assessor's parcel number(s): S1225120810; S12005120900 Total acreage: 17.3 Zoning district: R-8 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/planning -1- (Rev. 0611212014) Project/subdivision name: Timberline Subdivision General description of proposed project/request: 67 lot subdivision - 59 Proposed zoning district(s): N/A lots and 8 common lots Acres of each zone proposed: N/A Type of use proposed (check all that apply): [A 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/Board of Control -Meridian City owns permit to water Primary irrigation source: Domestic Water Secondary: Domestic Water Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): -10% / -75,350 sq. ft Residential Project Summary (if applicable) Number of residential units: 59 Number of building lots: 59 Number of common lots: 8 Number of other lots: N/A 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): Maximum building height: 35 ft Minimum property size (s.f): 5,800 (Ph. 1) / 5,445 (Ph. 2) Average property size (s.f.): 8,490 / 7,637 Gross density (Per UDC 11-1A-1): Net density (Per UDC 11-1A-1): 5.554/A Acreage of qualified open space: 3.41 /A Percentage of qualified open space: 10%+ Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Open grassy area of at least 50 x 100 ft Amenities provided with this development (if applicable): Picnic area with tables, benches and shade structure Type of dwelling(s) proposed: 0 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: Existing (if applicable): Hours of operation (days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print annlicant name: � � Iol1 C /V_57-4)-C-rr �c Applicant signature: Date: I Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/t)lannine -2- (Rev. 06/12/2014) A „sa a§S a8 x g y R ms Rsus 6� .a °� $” y I Vis`' 0 7� I R"'g Y A�o3 y� 2 x - Ogg ^t z GG oo; s >A�� 3 a a R sx� ° A I 4�r :4ve�3. :moo:fuas 44 it aQ8 S RA 3q �R8 a 9`- 00 om R ms Rsus $ a .a °� I , I Ogg 3 a a R I 4�r :4ve�3. :moo:fuas 44 it aQ8 S RA 3q �R8 a 9`- — = — �—� _. wamss ave I f ,yam I ,g 8 O D S ® # m d e a. TIMBEtZLINE SUBDIVI51ON 's=� J . >'- � F�� $ �" ��,_� ; ="ag o rn D is Rtp MERIDIAN.IDANO ..."�� �� §=S"-"rn . I I — = — �—� _. wamss ave I f ,yam I ,g 8 O D S ® # m d e a. 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J #§ wem_o ROCK SOLID CIVIL Civil Emineerina and Land Develooment Consultina October 9, 2017 Mr. Bruce Freckleton City of Meridian Community Development 33 E. Broadway Avenue Suite 102 Meridian, ID 83642 Re: Timberline Subdivision — Preliminary Plat Submittal Checklist Statement of Highest Seasonal Groundwater Elevation by a Soils Scientist Hi Bruce: Attached is the Geotech Report for the project directly to the west. Bob Arnold conducted the investigation and prepared the report for the project for the previous developer and later the project (Kentucky Villas) changed ownership and the new developer is Bruce Hessing. Bruce is the developer for the Timberline Subdivision project. Bob Arnold will most likely also be retained as the geotechnical engineer of record for this project. Based on his report, Test Pit #1 is the closest test pit to our site and no groundwater was encountered in the test pit at 12' below ground surface (bgs) on July 25, 2013. In addition, pit -run type soils were encountered at approximately 7' bgs. A geotechnical report will be prepared specifically for this project site and will be provided at the time of the construction plans submittal. Please call with any questions you might have. lGet� m E. Coslett Project Civil Engineer Cc: Bob Arnold — Site Consulting Cc: Bruce Hessing — Bailey Investments, LLC Cc: Penelope Riley — Riley Land Planning Thank you for your attention to this matter. S:/Projects/Timberline Subdivision_17-38/Preliminary Plat/City of Meridian_10-9-17.docx www.rocksolidcivil.com ROCK SOLID CIVIL, LLC 270 N. 27th Street, Suite 100, Boise, Idaho 83702 jcoslett@rocksolidcivil.com tel 208.342.3277 fax 208.376.1821 Civil Engineering J. A rn' Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 1 of 24 130721001.doc Mr. Don Newell Orion Holdings, LLC Post Office Box 1939 Eagle, Idaho 83616 Re: Geotechnical Investigation Sabala Property 1100 Riodosa Place Meridian, Idaho Dear Don: As per your authorization, on July 25, 2013 this engineer observed the excavation of six test pits on the referenced property. The test pit locations were selected by this engineer based on preliminary plans provided by KM Engineering. Pits were excavated to depths of 5.0-12.0 feet below the existing ground surface. It is noted that groundwater was not encountered in any of the test pits. Test Pit Logs have been prepared and are attached. All labwork is reported on the Test Pit Logs. Based on the observed conditions, the property is acceptable from a geotechnical perspective for development as a residential subdivision. Single-family residences can be constructed using standard construction methods. Conventional strip foundations and either crawlspace or slab on grade floor systems are acceptable. Foundations are to be designed based upon bearing pressures of up to 1500 psf on the native soils or structural fill extending to the native soils. Recommendations for foundation construction, earthwork, and pavement design and storm water disposal are included herein. We appreciate this opportunity to be of service. Should you have any questions or require additional information, please contact our office at your convenience. ;onsultant Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 • ii August 28, 2013 Page 3 of 24 Civil Engineering Geotechnical Engineering Materials Testing & inspection Services irnoldpe@msn.com 130721001.doc Geotechnical Report Sabala Property 1100 Riodosa Place - Meridian, Idaho Purpose and Scope This report presents the results of a geotechnical investigation and resulting recommendations for a residential subdivision to be constructed on a parcel located at 1100 Riodosa Place in Meridian, Idaho. The property has been identified as the Sabala property. This assessment was performed on Ada County Parcels number S4882810020, S4882810018 & S4882810600. Ada County Assessor website indicated the three parcels include approximately 24 acres. The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building residential structures and civil construction. The field investigation included subsurface exploration by means of a rubber tire mounted backhoe. Soil samples were gathered and test pit logs generated by our project engineer. Selected soil samples were submitted to soil laboratories for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the assumed design information was evaluated, and this report was prepared. This report summarizes our findings, conclusions, and recommendations regarding the geotechnical aspects of the project. Authorization Authorization to proceed with this geotechnical investigation was received from Mr. Don Newell on or about July 20, 2013. Authorization to proceed and the use of the recommendations provided herein indicate the client's and their design team's acceptance of the scope of work, warranty, limitations and general conditions provided herein and within the submitted and approved proposal. Bob J. Arnold, PE 14,355 Battenberg Drive Boise, Idaho 83713 Civil Engineering r ' Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 5 of 24 130721001.doc 9 l General As per your request, on July 25, 2013, this engineer observed the excavation of six test pits on a proposed subdivision development located on the south side of Victory Road, just west of Stoddard Drive, in Meridian, Idaho. The subject property includes three parcels. Two parcels, totaling less than four acres, are east of South Kentucky Way and one large parcel, of just over 19 acres, is to the west. The large parcel is lot 3, block 3 of Kentucky Ridge Estates Subdivision and is the west end of the named subdivision. A single residence is located in the southwest corner of the property. It is understood this house and property will be subdivided as a lot within the proposed development. Another residence, on a five acre parcel, is inset in the northwest corner of the subject property and is not a part of the proposed development. A preliminary plan supplied by the client indicates that a residential subdivision with approximately 60 lots for single family dwellings, public streets and large open spaces is planned. A long driveway from the west end of West Riodosa Drive to the onsite residence divides the large parcel into two sections, both surrounded by a perimeter fence. This driveway will become a street within the proposed subdivision. At the time of our field investigation the fields were used as pastureland and are flood irrigated with irrigation water from the Sundell Lateral that crosses the southwest corner of the property. At the time of this investigation, the surface was firm and stable but some recently irrigated areas were avoided. Field Investigation Six Test pits were excavated at the selected locations to explore subsurface conditions and evaluate their consistency. The test pits were excavated with a tire - mounted, backhoe equipped with a twenty-four inch bucket. R. P. Jones Drilling of Boise, Idaho supplied the backhoe and operator. Our engineer gathered representative samples from the spoil piles during excavation. The samples were field classified, labeled according to test pit number and depth, bagged in plastic storage bags, and transported to the laboratory for additional testing. Sieve analysis (ASTM Test Method C136-93), Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 August 28, 2013 Page 7 of 24 Civil Engineering Geotechnical Engineering Materials Testing & Inspection Services irnoldpe@msn.com 130721001.doc Therefore this test pit was terminated before free draining materials were encountered. In TP -2 to TP -5 free draining sand and gravels were present within 1.5 to two feet of gravel contact which occurred between three and five feet below the existing ground surface. Groundwater was not observed in any of the test pits. Well logs available on the Idaho Department of Water Resources Website indicate that groundwater on the subject property is between 85 and 105 feet below the existing ground surface. Logs for the adjacent Kentucky Ridge Estates Subdivision indicate that the sand and gravel soils present in the bottom of the onsite test pits extend to depths of 35 to 45 feet. DESIGN CONSTRUCTION• D.. • General Earthwork Fat Clays soils encountered on the property are not acceptable for filling of residential lots until they are confirmed by additional laboratory testing to be non - expansive. These materials can be used in landscaped areas such as perimeter berms or common, open areas and backyards. Blending these soils with the deeper cemented silts may allow placement of these soils as structural fill. Only in the northwest corner of the property (TP -2) were these soils deep enough to be a concern to residential foundations. In all other areas it appears that standard grubbing and crawispace excavation will penetrate to acceptable bearing soils. Removal of the majority of the organic materials will require grubbing of approximately six to eight six inches of surface soils. Deeper excavation may be required in areas along the property boundaries or along the driveway where small trees and bushes are present. The depth of grubbing is to be adjusted in the field to ensure that organic materials are properly removed from beneath future pavements and structural fills. Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 August 28, 2013 Page 9 of 24 Civil Engineering Geotechnical Engineering Materials Testing & Inspection Services jarnoldpe@msn.com 130721001.doc Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of the materials on site to maintain a vertical or near vertical excavation when standing open without support over any extended period of time can be expected to be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. Pavement Section A pavement section has been calculated based upon a laboratory generated R - Value of R=5 and Traffic Index of T1=6. Calculation sheets are included in the appendix. Based upon this data the following pavement sections are recommended. Material Layer — Layer Thickness Asphaltic Concrete 2.5" Base Coarse %" minus).4.0" Sub base Pitrun 12.0" It is noted, that it is common for the local jurisdiction to require a standard design or to match existing pavement section when working on collector or arterials. Therefore the local highway district / street department should be consulted concerning construction within the Victory Road right of way. Materials meeting the requirements of ISPWC or ACHD will be required for any work within this project. Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Civil Engineering Bob J. Arnold,Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 11 of 24 130721001.doc Slab on Grade Concrete Care must be taken so that all excavations below concrete floors and slabs are properly backfilled in accordance with the structural fill recommendations outlined herein. This is very critical where a slab will extend over utility trenches or retaining wall backfill. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Slab on grade floors, sidewalks and pavements should be placed atop a minimum of eight inches of granular structural fill materials. This granular mat should consist of sand or sand - gravel mixture with non -plastic fines. The material should all pass a 3/4 inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. This is recommended to reduce the potential for frost lifting exterior slab on grade concrete during cold winter months. This potential exists due to the fine grains soils present on the subject property. Such soils can absorb high moisture contents making them frost susceptible. Any additional fill used to increase the elevation of slab on grade concrete should meet the compaction requirement for structural fill. All slabs should be suitably reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of the slab and foundation system so that independent movement can occur without causing damage. Underground Utilities Test pits revealed that deep utilities trenches will not require dewatering. It is not anticipated that large backhoes will experience any difficulties excavating the onsite materials. No bedrock formation was encountered on the subject property. Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Civil Engineering Bob J. Arnold, Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 13 of 24 130721001.doc Aerial Photo with Test Pit Locations Test Pit Logs (6) Pavement Section Calc Sheet R -Value Soil Log Legend Abbreviations & Acronyms Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Civil Engineering Bob J. Arnold, PE Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 15 of 24 130721001.doc Test Pit #: Client: TP -1 Don Newell Project: Sabala Property Location: NE Corner File: Date Excavated: Excavated By: Logged By: 130721001 07/25/13 Tire mounted Backhoe BA / CJ Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Sample # # # # DEPTH SOILS DESCRIPTION T e 4 10 40 200 M PI LL 0.0 Rootzone in Black, Silt 0.5 0.5 Moist, Brown, SILT (ML) Bag 1.0 100 92 71 57.6 20.9 14.5 42.8 2.0 2.0 Moist, Light Brown, Sandy Silt 7.0 7.0 Moist, Brown, Clean, Sand Bag 7.0 100 98 30 2.1 5.7 NP NP - Bag 100 97 31 3.0 9.0 NP NP 12.0 12.0 Notes No Groundwater Encountered Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Ch ' Geotechnical Engineering Bob J. Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 17 of 24 130721001.doc Test Pit #: Client: TP -3 Don Newell Project: Sabala Property Location: Center of North Pasture File: Date Excavated: Excavated By: Logged By: 130721001 07/25/13 Tire mounted Backhoe BA / CJ Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Sample # # # # DEPTH SOILS DESCRIPTION T e 4 10 40 200 M PI LL 0.0 Rootzone in Moist, Black Silt 0.5 0.5 Moist, Brown, Silt 1.5 1.5 Moist, Cemented, Silt & Sand Bag 4.5 70 61 45 7.0 10.3 NP NP - Weak caliche hardpan bottom 1/2 foot 5.0 (Cemented pieces is sieves) 5.0 Gravel Contact 5.0 Moist, Brown, Silty, Sand & Gravel 10.0 Notes No Groundwater Encountered Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Civil Engineering Arnold,Bob J. Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 19 of 24 130721001.doc Test Pit #: Client: Project: Location: TP -5 Don Newell Sabala Property NE Corner, South Pasture f File: Date Excavated: Excavated By: Logged By: 130721001 07/25/13 Tire mounted Backhoe BA / CJ Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Sample # # # # DEPTH SOILS DESCRIPTION T e 4 10 40 200 M PI LL 0.0 Rootzone in Moist, Brown, Silt 0.5 0.5 Moist, Brown, Silt 1.8 1.8 Moist, Cemented, Silt & Sand - over caliche hardpan bottom 1.5' 3.0 3.0 Cemented Silt & Gravel 4.5 4.5 Gravel Contact 4.5 Moist, Brown, Silty, Sand & Gravel - With cobble 8.0 Notes No Groundwater Encountered Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Arnold, Civil Engineering Bob J. Geotechnical Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 21 of 24 130721001.doc DESIGN SECTION CALCULATIONS (ACHD R -Value Method) Project: Sabala Property File No.: 130721 Victory Road - Meridian Idaho Calc By: B. Arnold Client: Don Newell Date: 08/01/13 Design Thickness Equation: T = 0.0032 (TI) (100-R) = GE (feet) T= Design Thickness TI = Traffic Index = 6 (By ACHD) GE = Gravel Equivalent R = R -Value = 5 (By Test) GE= 1.82 feet ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 0.21 feet ACE= 0.42 feet 3/4" Road Base Thickness Desired = 0.35 feet RBE= 0.44 feet Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 1.0 feet CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 0.21 feet 3/4" Road Base = 0.33 feet Aggregate Subbase = 0.87 feet RECOMMENDED DESIGN SECTION Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches Bob J. Arnold, PE 14365 Battenberg Drive Boise, Idaho 83713 Arnold, GeotechnicalBob J. Engineering Materials Testing & Inspection Services 208-440-6276 bjarnoldpe@msn.com August 28, 2013 Page 23 of 24 130721001.doc Soil Log Legend UNIFIED SOIL CLASSIFICATION SYSTEM iecTRA ereninAgn TG -QT WIFTHnn n 9AR7 FOR CI ASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR • TYPICAL �® DIVISIONS DESCRIPTIONS COARSE GRAVEL & <5%-#500 GW Well -graded gravel, gravel -sand mixture, little or no GRAINED GRAVELLY fines. SOILS SOILS < 50% - #500 <50% - #4 GP Poorly -graded gravel, gravel sand mixture, little or no fines 5-12%4500 GM Sifty gravel, gravel -sand -silt mixtures > 12% - #500 F GC Clayey gravel, gravel -sand -clay mixtures SAND & < 5% -#500SW Well graded sand, gravelly sand, little or no fines. SANDY SOILS >50%-#4 SP Poorly -graded sand, gravelly sand, little or no fines >12% -#500 SM Silty sand, sand silt mixtures SC Clayey sand, sand -clay mixtures ML Inorganic silt and very fine sand, rock flour, silty or FINE SILTS AND INORGANIC GRAINED CLAYS clayey fine sand or clayey silt with slight plasticity SOILS LL < 50% > 50% -#500 CL Lean clay -low to medium plasticity, gravelly clay, clay, silty clay SILTS AND OL MH sandy ORGANIC INORGANIC Organic silt and organic silty clay of tow plasticity Elastic silt, micaceous or diatomaceous fine sand CLAYS or silty soil. LL > 50% CH Fat clay - high plasticity ORGANIC OH Organic clay -mad, or high plasticity: organic silt HIGHLYPT Peat, humus, swamp soil with high organic content ORGANIC SOILS Bob J. Arnold, PE 14355 Battenberg Drive Boise, Idaho 83713 Webmail 7.0 - RE: Tennessee Trails / 655 W. Victory, Meridian.eml RE: Tennessee Trails / 655 W. Victory, Meridian From: Penelope Riley <penelope@rileyplanning.com> Date: 08/22/2017 01:18PM To: Clittle@achdidaho.org Cc: jcoslett@rocksolidcivil.com Thank you! Penelope Riley Principal PLANNING SERVICES (208)908-1609 P.O. Box 405 Boise, ID 83701 On Tue, 22 Aug 2017 18:46:59 +0000, Christy Little wrote: Hi Penelope —ACHD is not requiring a TIS with this application. Thanks, Christy From: Penelope Riley[mailto:penelope@rileyplanning.com] Sent: Tuesday, August 22, 2017 11:07 AM To: Christy Little Cc: icoslett@rocksolidcivil.com Subject: Tennessee Trails / 655 W. Victory, Meridian Hi, Christy! I hope you were able to catch a little of the eclipse yesterday! https://webmaii.aplus.net/index.php?view=print#10598 Attached is a draft of the preliminary plat for Tennessee Trails Subdivision. Comments from ACHD are needed for the City of Meridian application. The lot count in the attached drawing is 57 lots and I don't anticipate that we will be any higher than this count. The project will be done in two phases with phase 1 at the northeast as indicated with the dashed line. It is our understanding that the lot count is less than the threshold for ACHD to require a TIS. Would you please confirm that our understanding is correct. I contacted Austin about this so you may have seen our request already. Thank you very much! Penelope Penelope Riley Principal (208)908-1609 P.O. Box 405 Boise, ID 83701 1 of 1 10/10/2017, 2:44 PM ARCHITECTURAL ELEMENTS Entry; generous, f cont elevation glazing; wood garage doors and trim; lap hat•die board and masonry accent. ARCHITECTURAL ELEMENTS Wood garage doors and trim; multiple roofplanes; entry design; masonry trim; and hardie board lap siding. ARCHITECTURAL ELEMENTS Cultured stone; generous front elevation glazing; side entry garage; roof design; hardie board lap vertical and horizontal siding. ARCHITECTURAL ELEMENTS Entry design; weathered wood colored architectural shingle; front elevation glazing with vertical and horizontal lap hardie board siding. ARCHTICTR UAL ELEMENTS Roof design with multiple planes interest; front elevation glazing; side entry garage; and lap hardie board siding. ARCHITECTURAL ELEMENTS Statement entry with cultured stone accent; window trim; lap siding with horizontal accent; and earth tones. i0■ BODY / CUFRPO' Coffee Kiss 01-689.5 C11 TRIM/ MOLDURA. China White OL213 N45 ACCENT / DECORACION: Gooseberry 01-7119.6 D2 BODY/ CUERPO: Olive Gray OL136 N47 TRIM/MOLDURA Bone White OL729.1 D12 ACCENT/DECORACI6N: Warrior OL145 N22 BODY/CUERPO Sandy Pail 01-735.3 DIS TRIM/MULDURA: Prairie Winds 01-69/3 C19 ACCENT / DECORACI6N Black Magic 0LI16 N6 BODY / CUERPO: Soleil 01-694.2 C16 TRIM / MOLDURA: Gypsum OL133 N32 ACCENT/DFCORAC16N StonW$ Throw OL120 N26 BODY/CUERPO: Patches 01.146 N27 TRIM / MOLDURA. Swirling Smoke OL196 Nig ACCENT/DECORACION: Rum Raisin OL644.6 B5 CLOCKWISE / EN DIRECC16N DE LAS MANECILLAS DEL RELOJ BODY/CUERPO Colonial White OI Zi0.1 D13 TRIM/ MOLDURA: Chocolate Moment 01-728.4 DII ACCENT / DECORAC16N: Azalea Leaf 01-707.5 C29 BODY/ CUERPO. Persuasion 01728.3 DIf TRIM / nSnLDURA. Silver Feather OL206 NIO ACCENT/ DECORACI6N. Dark Ash OL109 N41 BODY / CUERPO! Pony Tail 01-690.4 C12 TRIM/ MOLOURA Horseradish 01-690.1 C12 ACCENT I DECORAC16N: Cavem Moss 01-741.4 D24 BODY/ CUERPO Satin Weave 01-615.1 AIS TRIM / MOLDURA. Delicate White OL107 N31 ACCENT/ DECORACION: Lava Gray OL125 N61 CLOCKWISE/ EN DIRECCION DE LAS MANECILLAS DEL RELOJ BODY /CUERPO: Nutmeg 01-647.5 BB TRIM / MOLDURA: Gypsum 01-133 N32 ACCENT/ DECORACION: Black Walnut OL718 N16 BODY/ CUERPU: Stonehenge Grelge OL132 N27 TRIM / MOLDURA- Arctic Cotton OL220 N10 ACCENT / DECORACION: Knights Armor OL102 N6 BODY/CUFRPO. 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I I y "1 y l Il i eatia�- II —rt --- 1 T3 V 1,F as � ona I I i U -A 1 11' 1 /j rl I 1 t r 1 {57q r - ��az®v,a&----� ----- _____-_.-- ---- IL_L-, r=r'ean �ssmla oce•Evss Ina ane 1 1 1 I'r sane t /I esm• 1 I 11 I ------------- N NA N PLANNING SERVICES P.O. Box 405 Boise, ID 83701 1602 West Hays Street, Suite 102 208.908.1609 October 10, 2017 City of Meridian Community Development Department Planning Department 33 E Broadway Avenue, Suite 102 Meridian, ID 83642 RE: TIMBERLINE SUBDIVISION — PRELIMINARY PLAT APPLICATION 655 AND 735 WEST VICTORY ROAD Dear Staff: On behalf of Bailey Investments, LLC, please accept the attached Preliminary Plat Application for Timberline Subdivision located on the south side of West Victory Road between HWY 69/Meridian Road and South Stoddard Road. The subject site is composed of two parcels adjacent to Kentucky Ridge Estates and Kentucky Villas Subdivisions. The parcels are zoned R-8 and the Meridian's Future Land Use Map designates the subject site as Medium Density Residential with an anticipated density of 3-8 dwellings per acre and a minimum lot size of 4,000 sq. ft. A phased development is planned for the site. The southern portion is the first phase and will include the fust 26 residential lots, extension of S. Bearclaw in Biltmore Estates into the site, and extension of S. Winnipeg Avenue northward to the phasing line between Phase 1 and 2. With future development of the parcel to the east of the site, S. Winnipeg will connect to Meridian Heights No 2. The subdivision layout bridges the space between an arterial roadway and continued development in the vicinity, and the established more mural suburban residential development adjacent to the site. A Development Agreement between the City of Meridian and the Hansen Trust dated January 28, 2014, was made with development of Kentucky Ridge Estates Subdivision. The principal element of this Development Agreement, under 5.1.1, is the requirement that all lots abutting Kentucky Ridge Estates be a minimum of 10,000 square feet, or a landscape buffer in a common lot be placed between the two subdivisions. The developer elected to create the 10,000 square foot lots believing that the larger lots would be preferable to a common lot landscape buffer The proposed Timberline Subdivision is composed of 59 single family lots and 8 common lots, and includes a variety of lot sizes to support a mixture of residential opportunities including the 10,000 square foot lots along the west and south boundaries of the site. LAND USE PLANNING • DUE DILIGENCE • INDIVIDUAL ASSESSMENTS featuring larger front doors, generous glazing, and wood garage doors. 30 year architectural shingle roofs are proposed in the Corning All Weathered Wood color, 18-24" soffits and 8-12" fascia will be included. Windows on non -primary sides will be trimmed to add a custom feel. Side entry garages will be provided on lots that can accommodate this garage style. Both two and three car garages will be offered. Roof slopes will range from 6/12 pitch to 8/12 pitch. Concrete will feature colors and stamping. Color pallets are included in the application and will be focused on earth tones with door, trim and garage door accent colors. Front yards will be landscaped immediately upon completion of the individual residences. Each lot landscaping will include the trees as specified above in the tree mitigation plan coordinated with the City of Meridian Arborist. Additional conceptual architectural illustrations are provided with the application. The planned architectural elements will provide cohesion within the neighborhood and greater vicinity while providing variety and interest. A 6 foot privacy fence composed of white vinyl is proposed to be constructed around the perimeter of the site. Please do not hesitate to contact me if you have any questions or need additional materials. Best regards, RILEY PLANNING SERVICES LLC Penelope Constantikes Rile / p Y Principal LAND USE PLANNING • DUE DILIGENCE - INDIVIDUAL ASSESSMENTS Search type: Address-, 655 W_ Victory Road, Meridian, ID 83642 Disclaimer Shapes represent an approximation of the water right extent. Please review each water right of interest either on-line (choose the Details link) or by contacting IDWR (208-287-4800). All land within the boundary may not have water deliverl. Please contact the company for more information regarding water delivery to your area of interest, v ter Rights # T We Ovm er Action D� =_ 63-12157 Permit CITY OF MERIDIAN Details Related docs Iffrigatim Cz)mpani3 BOISE PROJECT BOARD Of CONTROL NAMPA & MERIDIAN IRRIGATION DISTRICT '0Jat,,_, RiWs View viater rights View water rights IT I olvriship Range section QQ 03N 01W 25 NWNE Annual Report for W 165588 Page I of 1 No. W 165588 Due no later than Apr 30, 2017 2. Registered Agent and Address Annual Report Form (NO PO BOX) return to: BRUCE HESSING SECRETARY OF STATE z�._ �, �_ _ 2338 W BOULDER BAR DR 700 WEST JEFFERSON MERIDIAN ID 83646-9802 BAILEY INVESTMENTS, LLC PO BOX 83720 MARK ALLEN BAILEY BOISE, ID 83720-0080 25002 SE 42ND ST ISSAQUAH WA 98029 3. New Registered Agent Signature:* NO FILING FEE IF USA RECEIVED BY DUE DATE 4. Limited Liability Companies: Enter Names and Addresses of at least one Member or Manager. Office Held Name Street or PO Address City State Country Postal Code MEMBER RONALD ARTHUR BAILEY 13501 51ST AVE NE MARYSVILLE WA USA 98271 MEMBER DOUGLAS WAYNE BAILEY 233 CROYDON CT. SPRING CREEK NV USA 89815 MANAGER MARK ALLEN BAILEY 25002 SE 42ND ST ISSAQUAH WA USA 98029 5. Organized Under the Laws of: 6. Annual Report must be signed.* i ID Signature: Mark Bailey Date: 03/03/2017 W 165588 Name (type or print): Mark Bailey Title: General Member Processed 03/03/2017 * Electronically provided signatures are accepted as original signatures. https://sos.idaho.gov/xt/?xp=%5C20170303%5CXN4LPORTS W165588 1703031130.xm1 10/3/2017 Apr 271611:07a Ron 3606594033 p.5 251 CERTIFICATE OF ORGANIZATION FILED LIMITED LIABILITY COMPANY Title 30, Chapters 21 and 25, Idaho Code Filing fee: $100 typed, $120 not typed 201b APR 27 PM 2+ 08 Completo and submit the application in duuiicet. C FiEj.- i�` & gg� �E 1. The name of the limited liability company is: STATE �F iDAHl� Bailey Investments, LLC (Re.ns.nbe_r to inz;:ur3e the words " Um"'ted Liabitit'j Cosnparrv; "`t st;i;ted Compaity,' or .he abbr"3tiors L..L LLC: ar' Ci 2. The complete street and mailing addresses of the principal office is: 13501 51st Ave NE, Marysville, WA 98271 :'Street Addra=sl (W.ailtog.:.dtrass_ different) 3. The name of the registered agent and street address of the registered agent: Bruce Hessing 2338 W Boulder Bar Dr., Meridian, ID 83646 ;ivarre ;address sonn04 be a p.st otfi- box of pnstsi mail bm' 4. The name and address of at least one govemor of the limited liability company: Mark Bailey 25002 SE 42nd St, Issaquah, WA 98029 Olgar le) (Acdtess) Ron Bailey 13501 51 at Ave NE., Marysville, WA 98271 is 3mei address; .art>Q) (,t:dCrgss; vania) 1A Jd'ezS) 5. Mailing address for future correspondence (annual report notices): 13501 Slat Ave N E, Marysville, WA 98271 (Addross) Signature of organizer(s). Signature: Printed Marne: Mark Bailey Signature: e: Ryan Bailey Secretary of state use IDAHO SECRETARY Or STATE 0412712016 05:00 CK:3810132 CT:572099 BH:1525624 1@ 100-00 = 100.00 ORGAN LLC #2 Ifs 20.00 = 20.00 EXPEDITE C #3 d„i(D ss� Bailey Investments LLC 3/3/2017 To Whom It May Concern, em% 11111flo '6 2 -,.42nd SL. x Issa m�t.Ct3@ 425-344'- Marcus841'9@ a11OO.c/o)tn Attached is a revised copy of the annual report that was submitted inaccurately. Per guidance on revised annual report included with this letter, please remove Ronald Bailey as Member of Bailey Investments LLC, and add Derron Investments Inc. as Member Bailey Investments LLC. Thank you, Mark Bailey Managing Member Bailey Investments LLC ADA COUNTY RECORDER Christopher D. Rich AMOUNT .00 1 BOISE IDAHO 219113 12:02 PM E�BalkyDEPUTY M101diat City III I IIIIII IIIII I II I I Illl it 113135117 SANITARY SEWER AND WATER MM EASEMENT THIS INDENTURE, made this � day of Lac.. 20,,E between the Merle A. and F. Lavern Hansen Trust, the parties of the first part, and hereinafter called the GRANTORS, and the City of Meridian, Ada County, Idaho, the party of the second part, and hereinafter called the GRANTEE; WITNESSETH: WHEREAS, the GRANTORS desire to provide a sanitary sewer and water main right-of- way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the sanitary sewer and water is to be provided for through underground pipelines to be constructed by others; and WHEREAS, it will be necessary to maintain, service and subsequently connect to said pipelines from time to time by the GRANTEE; NOW, THEREFORE, in consideration of the benefits to be received by the GRANTORS, and other good and valuable consideration, the GRANTORS do hereby give, grant and convey unto the GRANTEE the right-of-way for an easement over and across the following described property: (SEE ATTACHED EXHIBITS A and B) The easement hereby granted is for the purpose of construction and operation of sanitary sewer and water mains and their allied facilities, together with their maintenance, repair, replacement and subsequent connection at the convenience of the GRANTEE, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD the said easement and right-of-way unto the said GRANTEE, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto, that after making repairs, performing maintenance, replacements or subsequent connections to the sanitary sewer and water mains, GRANTEE shall restore the area of the easement and adjacent property to that existent prior to undertaking such procedures. However, GRANTEE shall not be responsible for repairing, replacing or restoring anything placed within the area described in this easement that was placed there in violation of this easement. Hansen Trust Sanitary Sewer and Water Main Easement-Ridenbaugh HANSEN EASMT S&W.doc Page 1 of 11128/2014 8:49 / THE GRANTORS hereby covenant and agree that they will not place or allow to be placed any permanent structures, trees, brush, or perennial shrubs or flowers within the area described for this easement, which would interfere with the use of said easement, for the purposes stated herein. THE GRANTORS hereby covenant and agree with the GRANTEE that should any part of the right-of-way and easement hereby granted become part of, or lie within the boundaries of any public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTORS do hereby covenant with the GRANTEE that they are lawfully seized and possessed of the aforementioned and described tract of land, and that they have a good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: The Merle A. and F. Lavern Hansen Trust Dated May 21, 1992 Merle A. Hansen, Trustee STATE OF IDAHO 0 ss. County of Ada ) On this " day of �, 201L before me the undersigned, allotary Public in and for said state, personally appeared Merle A. Hansen, known or identified to me to be the person whose name is subscribed to the within instrument as the Trustee of the Merle A. and F. Lavern Hansen Trust, and acknowledged to me that he executed the same as such Trustee. IN WITNESS WHEREOF, I have hereunto set first above wtittemov.— , 'OTAjq. PuBti1G a T� F NOTARY'? Residing at: Commission Hansen Trust Sanitary Sewer and Water Main Easement-Ridenbaugh my official seal the day and year HANSEN EASMT S&W.doc Page 2 of 5 11/28/2014 8:49 AM GRANTEE: CITY OF MERIDIAN Tammy de , Mayor TBUAIJ Attest "ycee L. Holman, City ClerkK,,-" " ° p �A�*!oaMo PP SEAL w Approved By City Council On: at r • Ts °°�`` STATE OF IDAHO ) ss County of Ada ) On this _ day of ?o c lem he1✓" • 2D L, before me, the undersigned, a Notary Public in and for said State, personally appeared Tammy de Weerd and Jaycee L. Holman, known to me to be the Mayor and City Clerk, respectively, of the City of Meridian, Idaho, and who executed the within instrument, and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Hansen Trust Sanitary Sewer and Water Main Easement-Ridenbaugh HANSEN BASMT S&W.doc Page 3 of 11128/2014 8:49, EXHIBIT A November 25, 2013 ;Descri,for'llyieridiari'CiCv�Permanerif`Sanitai Serivec &1tff�t Easeme'rtr: aft.- idR enbaygh Easemenirl An easement located In the NE Y4 of Section 25, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8" Iron pin monument marking the N % comer of said Section 25, from which a 5/8" iron pin monument marking the northwest corner of said section bears North 89°20'31" West, 2640.22 feet, thence along the north boundary of said NE Y4 South89"20'1T East, 739.44 feet to the POINT OF BEGINNING; Thence continuing along said north boundary South 89°20'11 East, 113.01 feet; Thence leaving said north boundary South 21"34'48" East, 12.72 feet to a point of curvature; i Thence 51.17 feet along the arc of a curare to the right, said curve having a radius of 857.22 feet, a delta angle of 03025'12", and a long chord bearing South 19056'55" East, 51.18 feet; Thence leaving said curve South 88°33'55" West, 99.60 feet; Thence North 00"39'43" East, 18.30 feet; Thence North 89°20'17" West, 36.29 feet; Thence North 00°39'43" East, 45.00 feet to the POINT OF BEGINNING. Sold easement containing 7,094 SF (0.18 acres), more or less. 131021-rdb-haps-pann.doc x 0 Page 4 of 11128/2014 8;49 P EXHIBIT B ' a lw ANNO AW ARY ALNISA w "PfAlVT Gig WG £PIGYP7 £ASt71t r im,P£RN/AA+�71/T £AA 'NT r 1''S rs7/9';Sf''t/ 7, 9r ¢/- W. VICTORY RD. r _Val _4'� 26 2S F8 . ftW }2640:2'1'' Z§ f -t,i j� r i .,t - W N 88'33'S5E- 132.8' } `` ApwT I ARY GIAM1ISIAIUCTKW , N s £AS£+iA r LAf ;�QWIN Qv I jNE I I �5 LINE BEARING DISTANCE I' ( r LI S 21'34'48° E 12.72' if I L2 S 88'33'55"88'33'55"W 99.60' L3 N 00"39'43° E 18.30' + I L4 N 89'20'17° W 36.29' L5 N 00'3943" E 45.00' �; ��.•; `+ L6 S 00'3943' W 70.00' L7 S 8720'17' E 36.29' ! ' L8 S 00'39'43' W 19.23' I CURVE DATA LmEw CURVE LENGTH RADIUS DELTA, CHORD BRG CHORD Cl 51.17 857.22 3'25'12' S 19'56'55' E 51.16 — —ipv— DUSIING WATER — —u3•-•— EXISTING SANTARY SEWER 12v- - WATER --o--�n— PROPOSED SANITARY SEWER MERIDIAN CITY PERIMANENT SANITARY SEWER & WATER EASEMW TEMPORARY CONSTRUCTION EASEMENT 11"m I CIO. CITY OF MERIDIAN owG.DATE 11/25/13 SANITARY SEWER & WATER EASEMENTS HANSEN PORTION - THE'RIDENRAUGH EASEMENT Pea. NO. 131021 MERIDIAN HEIGHTS SANITARY SEWER SHEET - 1 OF 3 LOCATED IN THE NE 1/4 OF SECTION 25 102 N. ROOSARIIO SST..'STE. 100 T.3N., RAW., B.M.php,K (ME 938 -OW IDAHO Pa. (83642 938 -OS 131021-EASE.DWG 6kb MERIDIAN. ADA COUNTY, IDAHO _ _ _ Page 5 of 5 11/28/2014 8:49 AM ADA COUNTY RECORDER Christopher D. Ridgy AMOUNT .00 t BOISE IDAHO 12/UM 12:02 PM DEPUTY Vicky Bailey RECORDED -REQUEST OF 1131351 lE} Meridian City SANITARY SEWER AND WATER MAIN EASEMENT THIS INDENTURE, made this -LJ day of `tom c.. 20_a between the Merle A. and F. Lavern Hansen Trust, the parties of the first part, and hereinafter called the GRANTORS, and the City of Meridian, Ada County, Idaho, the party of the second part, and hereinafter called the GRANTEE; WITNESSETH: WHEREAS, the GRANTORS desire to provide a sanitary sewer and water main right-of- way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the sanitary sewer and water is to be provided for through underground pipelines to be constructed by others; and WHEREAS, it will be necessary to maintain, service and subsequently connect to said pipelines from time to time by the GRANTEE; NOW, THEREFORE, in consideration of the benefits to be received by the GRANTORS, and other good and valuable consideration, the GRANTORS do hereby give, grant and convey unto the GRANTEE the right-of-way for an easement over and across the following described property: (SEE ATTACHED EX HMITS A and B) The easement hereby granted is for the purpose of construction and operation of sanitary sewer and water mains and their allied facilities, together with their maintenance, repair, replacement and subsequent connection at the convenience of the GRANTEE, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD the said easement and right-of-way unto the said GRANTEE, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD,�ND AGREED, by and between the parties hereto, that after making repairs, performing maintenance, replacements or subsequent connections to the sanitary sewer and water mains, GRANTEE shall restore the area of the easement and adjacent property to that existent prior to undertaking such procedures. However, GRANTEE shall not be responsible for repairing, replacing or restoring anything placed within the area described in this easement that was placed there in violation of this easement. Hansen Trust_Sanitary Sewer and Water Main Easement-Non•Ridenbaugh HANSEN EASMT S&W.doc Page 1 of 5 11/28/2014 0:48 AM �z3 THE GRANTORS hereby covenant and agree that they will not place or allow to be placed any permanent structures, trees, brush, or perennial shrubs or flowers within the area described for this easement, which would interfere with the use of said easement, for the purposes stated herein. THE GRANTORS hereby covenant and agree with the GRANTEE that should any part of the right-of-way and easement hereby granted become part of, or lie within the boundaries of any public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is apart thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTORS do hereby covenant with the GRANTEE that they are lawfully seized and possessed of the aforementioned and described tract of land, and that they have a good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: The Merle A. and F. Lavern Hansen Trust Dated May 21, 1992 k5A Merle A. Hansen, Trustee STATE OF IDAHO ) ss. County of Ada ) On this day of 4201 before me the undersigned, a Notary Public in and for said state, personally appeared Merle A. Hansen, known or identified to me to be the person whose name is subscribed to the within instrument as the Trustee of the Merle A. and F. Lavern Hansen Trust, and acknowledged to me that he executed the same as such Trustee . IN WITNE�§, REOF, I have hereunto set myand affixed first ab 6 �A * EM— �` NOTARY P IC F a, pUBtit o Residing at: Commission Ex 4y'8 ov 19 p annllsso Hansen Trust Sanitary Sewer and Water Main Easement Non-Ridenbaugh ial seal the day and year HANSEN EASMT S&W.doc Page 2 of 11/28/2014 8:48 I GRANTEE: CITY OF MERIDIAN 5 OfM--lroz4 /, PC I i $I pro; �,ZaDwUC4 Attest by &jcee L. Holman, City Clerk City of E IDIAN Approved By City Council On: [ea i -t fonHo FAL �Aaf,•'� f i e TRE►E��`+�~� STATE OF IDAHO ) ss County of Ada ) On this 1-4-- day of Dwem � , 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared Tammy de Weerd and Jaycee L. Holman, known to me to be the Mayor and City Clerk, respectively, of the City of Meridian, Idaho, and who executed the within instrument, and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. mo—, f, N "W ENT Hansen Trust Sanitary Sewer and Water Main Easement Non-Ridenbaugh HANSEN EASMT S&W.doc Page 3 of 11128/2014 8:48 December 9, 2013 Description for Meridian Cijy Pennanent SanitalySewer & Water Easement Hansen portion (,The 'Non-Ridenbauah Easement) An easement located in the NE % of Section 25, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8" iron pin monument marking the N '/ comer of said Section 25, from which a 5/8" iron pin monument marking the northwest comer of said section bears North 89020'31" West, 2640.22 feet, thence along the north boundary of said NE Y South 89020'17" East, 739.44 feet; thence leaving said north boundary South 00°39'43" West, 45.00 feet; thence South 89020'17" East, 31.29 feet; thence South 00039'43" West, 18.30 feet to the POINT OF BEGINNING; Thence continuing South 00039'43" West, 220.75 feet; Thence South 05°02'42" East, 117.65 feet; Thence South 15000'15" East, 356.28 feet; Thence South 83°18'06" West, 151.28 feet; Thence South 06°41'54" East, 20.00 feet; Thence North 83°18'06" East, 154.47 feet; Thence South 17026'35" East, 125.03 feet; Thence South 44033'08" East, 148.68 feet; Thence South 30058'59" East, 360.54 feet; Thence South 21018'19" East, 27.75 feet; Thence South 09°52'21" East, 2.66 feet; Thence South 89023'26" East, 49.08 feet; Thence North 61 °1736" East, 53.80 feet; Thence North 0°2529" East, 3.66 feet; Thence North 89023'26" West, 55.00 feet; Thence North 30°58'59" West, 4.70 feet; Thence North 89023'26" West, 8.51 feet; 131021-nonr-hens-perm.docx Page 4 of 5 11/28/2014 8:48 AM Thence North 21°18'19° West, 13.40 feet; Thence North 30°5859" West, 368.69 feet; Thence North 44033'08" West, 143.79 feet Thence North 17°2635" West, 120.75 feet Thence North 15°00'15"w, 365.98 feet; Thence North 05°02'42" West, 112.17 feet; Thence North 00°39'43" East, 220.22 feet; Thence South 88033'55' West, 40.03 feet to the POINT OF BEGINNING. Said easement containing 59,457 SF (1.37 acres), more or less. S�oNpL LA M�s 5 %S F 11118 C<1 Of TON W NP 7 l 31021-now-hens-perm.docx Page 5 of 5 19/28/2014 8:48 AM •� ' ADA COUNTY RECORDER d. DAVID NAVARRO AMOUNT 30.00 10 8018E Allen IDA110111;18 AM ft DEPUTY RECORDED -REQUEST OF 109120329 Moore SdIh Buxton UTILITY EASEMENT --THIS EASEMENT is made and entered into this :,Aay of 2009, by and between MERLE AND LAVERNE HANSEN, 655 W. ' Victory R,6bd, Meridian, Idaho 83642, ("Grantors") and the MERIDIAN HEIGHTS WATER AND SEWER DISTRICT, an Idaho political subdivision, which has a mailing address of P.O. Box 472 Meridian, Idaho 83642 ("Grantee"). WITNESSETH that for good and proper consideration, the Grantors, hereby grant unto the Grantee, its successors and assigns, forever, a,perpetual utility easement for water and sewer purposes, granting unto said Grantee full and free right to install, construct, operate, maintain, repair, replace and reconstruct said utilities as Grantee may deem necessary over, across, through, in and under that certain parcel of land described as follows: A permanent easement, being a twenty (20) foot -wide strip of land, located in the Northwest % of the Northeast % of Section 25, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho; being more particularly described as set forth in Exhibit A. - Said parcel is subject to any easements, rights-of-way, reservations or restrictions of sight and/or of record. As shown on Exhibit C, attached hereto and by this reference made a part hereof. And further, As a condition of the grant of such easement, Grantee shall vacate the existing easement as set forth below upon connection of the Grantee to the City of Meridian wastewater system. The easement that shall be vacated upon connection is described as follows: A twenty (20) foot -wide strip of land, located in the Northwest % of the Northeast % of Section 25, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho and recorded as Inst. #96078404; being more particularly described as set forth in Exhibit B. As shown on Exhibit C, attached hereto and by this reference made a part hereof. Utility Easement Page 1 of 3 0 Za Pagel of 10 11/28/2014 8:46 AM IN WITNESS WHEREOF, GRANTORS have caused this Utility Easement to be executed in their name thisAA�o of / e' 2009. GRANTOR: Merle Hansen Laverne Hansen IN WITNESS WHEREOF GRANTS has used this Utility Easement to be executed in its name this Q day of , 2009. GRANTEE: Merl an Heiglsts Water and Sewer District By ts: Chairman STATE OF IDAHO ss. COUNTY OF ADA The reging Utility Easement was acknowledged before me this �i y day of L c, , 2009, by .114 9. Pt!A , Chairman of the Meridia "HighYs Water and Sewer District, and executed on behalf of the Meridian Heights Water and Sewer District, Idaho, Grantee. ,�1\\1\111111111ry���i [ SEAL ] !......... PU.80c' 0 STATE OF IDAHO- CUA st 1J3J_Q_ __ _ •Q1 �C�l c Public Notary Residing at: ! U My commission expires: ' c, i✓ Utaity Easement Page 2 of 3 Page 2 of 10 11128/2014 8:46 AM ss. COUNTY OF ADA ) The foregoing Utility Easement was acknowledged before me this day of , ,. , 2009, by Merle Hansen, Grantor. [ SEAL VN"_ `w Public Notary J = Residing at: �'to My commission expires: .z - z - STATE OF IDAHO ) ss. COUNTY OF ADA ) The foregoing Utility Easement was acknowledged before me this day of , 2009, by Laverne Hansen, Grantor. [ SEAL Public Notary Residing at: My commission expires: Utility Easement Page 3 of 3 Page 3 of 10- 1112812014 8:46 AM 1*wl is I 1 1-003 N Page 4 of 10 11/28/2014 8:46 AM 0 W GRANT OF EASEMENTS FOR VALUE RECEIVED, MERLE HANSEN AND F. LAVERNE HANSEN, husband and wife, GRANTOR(S) hereby grant(s), bargain(s), sell(s), convey(s), and transfer(g) unto MERIDIAN HEIGHTS WATER AND SEWER ASSOCIATION, a municipal corporation, GRANTEE, its successors and assigns, permanent easements and rights-of-way for the purpose of locating, establishing, constructing, maintaining, repairing and operating underground water and sewer lines and mains together with the right to excavate and refill ditches and/or trenches for the location of said lines or mains, the right to remove bushes, trees, undergrowth and other obstructions "interfering with the location, construction and maintenance of said lines and mains and the right of ingress and egress in, from, to and over said easements for the purpose of inspecting, maintaining and repairing such mains and lines. The perpetual easements and rights-of-way hereby given, granted, conveyed and transferred for maintaining, repairing and operating underground water and sewer lines and mains are described in general language as follows: Water main is attached as Exhibit "A". Sewer line is attached as Exhibit "B". GRANTOR(S) further give(s), grant(s) and convey(s) temporary easements for the purpose of constructing and installing said water and sewer mains and lines generally described as: 20 feet north of and adjacent to Exhibit "A' and 10 feet north of and adjacent to Exhibit `B" TO HAVE AND TO HOLD the said perpetual easements, rights, and rights-of-way to MERIDIAN HEIGHTS WATER AND SEWER ASSOCIATION, its successors and assigns forever, except the GRANTOR(S) reserve(s) the right to occupy, use and cultivate the surface of said easements for all purposes not inconsistent with the rights herein granted. Further, the GRANTEE agrees and covenants with the GRANTOR(S) to restore the subsurface and surface of the easements and rights-of-way herein granted and conveyed, to a like condition existing prior to the granting of these easements and rights-of-way and to indemnify and save and hold harmless GRANTOR(S) from any and -all losses, claims, actions or judgments for damages or injuries to persons or property arising out of or from, or caused by, the construction, operation, maintenance and use of the aforesaid easements and rights-of-way. 9a `ADA C. RECOR .i. DAv l7 11AVAPjR0 3019E 096P i P� 3 FEE UESTOF REc©RDLO p" -,11E RE4 Page 5 of 10 11/28/2014 8:46 AM IN WITNESJWHEREOF, the GRANTOR(S) has (have) caused this instrument to be subscribed this 40 ^ day of June, 1995. STATE OF IDAHO ) ) ss. County of Ada ) ON TMS. 20 . day of June, 1995, before me a notary public in and for said State, personally appeared MERLE HANSEN and F. LAVERNE HANSEN, husband and wife, known to me to be the person(s) wh�ossee name(s) is (are) subscribed to the within instrument, ari °' acknowledged to me that executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my officialQseal thief ; day and year first above written. Y C`3�`�)1 Notary Public for Idaho Residing at MuA� Idaho' n y My commission expires 7- J- 9f Page 6 of 10 1112812014 8:46 AM PACIFIC LAND SURVEYORS 290 North Maple Grove Road. Boise, ID 83704 (208) 378-6380 FAX (208) 378-0025 PROJECT: 143071 'DATE: June 13, 1995 EXHIBIT "A" A 9 -FOOT WATER EASEMENT LOCATED IN A PORTION OF THE NW 1/4 OF THE NE 1/4 SECTION 25 'T.3N., R 1W., B.M. ADA COUNTY, IDAHO A parcel of land being a portion of the NW 1/4 of the NE 1/4, Section 25, T.3N., R_ 1W., B.M., Ada County, Idaho and more particularly described as follows: Beginning at an aluminum cap marking the Northeast corner of the NW 1/4 of the NE 1/4, Section 25, T.3N., R.1 W., B.M„ Ada County, Idaho; thence along the Northerly boundary of said NW 1/4 of the NE 1/4, Section 25, North 89043'10" West 1319.73 feet to a iron pin marking the Northwest corner of said NW 1/4 of the NE 1/4; thence leaving said Northerly boundary and along the Westerly boundary of said NW. 1/4 of the NE 1/4, Souih 00°0.5'51" West 505.26 feet to an iron pin; thence leaving said Westerly boundary, North 61°14'19" East 24.12 feet to an iron pin; thence North 84°23'51" East 128.00 feet to an iron pin; thence South 88°28'51" East 183.15 feet to an iron pin; thence South 78°46'31" East 375.27 feet to an iron pin; thence South 7003'15" East 772.93 feet to a point, said point being the REAL POINT OF BEGINNING; thence South 89°44'41" East 524.08 feet to a point marking the Easterly boundary of the NW 1/4 of the NE 1/4; thence along the Easterly boundary of the NW t/4 of the NE 1/4, North 00004'50" East 9.00 feet to a point; thence leaving said Easterly boundary, North 8944'41" West 525.21 feet to a point; thence South 7003'15" East 9.07 feet to the point of beginning, comprising .12 acres, more or less. Pacific Land Surveyors, a division of POWER Engineers, Inc., an Idaho Corporation page 7 of 10 1112812014 8:46 AM SUBJECT TO: AU existing easements and road rights-of-way of record or appearing on the above-described parcel of land. Prepared by: Pacific Land Surveyors JTE/CWE m r John T. CTom y, P.L.S. Page 8 of 10 11128/2014 8:46 AM PACIFIC LAND SURVEYORS 290 North Maple Grove Road Boise, ID 83704 (208) 378-6380 FAX (208) 378-0025 PROJECT: 143071 DATE: June 13, 1995 EXHIBIT "B" A 20-FOOT PERMANENT SEWER EASEMENT LOCATED IN A PORTION OF THE NW 1/4 OF THE NE 1/4 SECTION 25 T.3N., R.1W., B.M. ' ADA COUNTY, IDAHO A 20-1oot sewer easement being a portion of the NW 1/4 of the NE 1/4, Section 25, T.3N., R.1 W., B.M., Ada County, Idaho and more particularly described as follows: Beginning at an aluminum cap marking the Northeast corner of the NW 1/4 of the NE 1/4, Section 25, T.3N., R.1W., B.M., Ada County, Idaho; thence along the Northerly boundary of said NW 1/4 of the NE 1/4, Section 25, North 89043'10" West 1319.73 feet to a iron pin marking the Northwest corner of said NW 1/4 of the NE 1/4; thence leaving said Northerly boundary and along the Westerly boundary of said NW 1/4 of the NE 1/4, South 00°05'51" West 505.26 feet to an iron pin; thence leaving said Westerly boundary, North 61014'19" East 24.12 feet to an, iron pin; thence North 84°23'51" East 128.00 feet to'an iron pin; thence South 88°28'51" East 183.15 feet to an iron pin; thence South 78°46'31"East 375.27 feet to an iron pin; thence South 7°03' 15" East 223,87 feet to a point, said point being the REAL POINT OF BEGINNING; thence along the centerline of a 20 -foot permanent sewer easement, said easement lying 10 feet left and right of the following described line; thence North 82028'54" East 281.00 feet to a point; thence South 14'02'15" East 251.78 feet to a point; thence South 30°20'23" East 201.96 feet to the point; thence North 76°48'07" East 10,72 feet to the point of terminus. Pacific Land Surveyors, a division of POWER Engineers, Inc., an Idaho Corporation pa 4 of 10 11/28/2014 8:46 AM i I i SUBJECT TO: All existing easements and road rights-of-way of record or appearing on the above-described parcel of land. JTE/CWE Prepared by: John T. (Tom) Eddy, P.L.S. Page 10 of 10 11/28/2014 8:46 AM Idoz 5awtooth Land 5urvepncg, LLC i = �7 Jy P: (208) 398-8104 F: (208) 3988105 -- 2030 5. Washington Ave., Emmett, ID 8361 7 SEPTEMBER 21, 2017 Parcel Boundary Description BASIS OF BEARINGS for this description is South 89022'15" East (formerly South 89048'05" East from Record of Survey, Inst. No. 107148189, records of Ada County, Idaho) between the 5/8" rebar "PLS 14221," marking the NW corner of the NW 1/4 of the NE 1/4 (1/4 Corner common to Sections 25 and 24), and the aluminum cap marking the NE Section Corner of Section 25, both in T. 3 N., R. 1 W., B.M., City of Meridian, Ada County, Idaho. A parcel of land being a portion of that certain parcel shown on said Record of Survey, Inst. No. 107148189, records of Ada County, Idaho, located in the NW 1/4 of the NE 1/4 of Section 25, T. 3 N., R. 1 W., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows; BEGINNING at a 5/8" rebar, PLS 14221 marking the 1/4 Corner of common to Sections 25 and 24; Thence South 89022'15" East (formerly South 89148'05" East), coincident with the north boundary line of said Section 25, 852.49 feet to a 5/8" rebar, PLS 11334; Thence leaving said north boundary line, South 21°40'14" East (formerly South 22°06'04" East), 12.91 feet to a 5/8" rebar, PLS 12458, marking a curve to the right; Thence 248.25 feet along the arc of said curve, having a radius of 857.22 feet, a central angle of 16035'34," subtended by a chord bearing, South 13022'27" East (formerly South 13048'17" East), 247.38 feet to a 5/8" rebar PLS 14221; Thence South 05004'40" East (formerly South 5030'30" East), 125.99 feet to a 5/8" rebar PLS 972, marking a curve to the left; Thence 99.12 along the arc of said curve, having a radius of 305.45 feet, a central angle of 18035'34," subtended by a chord bearing, South 14022'27" East (formerly South 14048'17" East) 98.69 feet to a 5/8" rebar PLS 972; Thence South 23°40'14" East (formerly South 24106'04" East), 295.00 feet to a 5/8" rebar PLS 972; Thence South 0024'46" West (formerly South 0001'04" East), 240.00 feet to a 5/8" rebar PLS 972; P:\2017\17146 -TENNESSEE TRAILS PLAT\Survey\Drawings\Descriptions\17146 BOUNDARY LEGAL.docx l�a�e 11 Thence South 30°59'42" East (formerly South 31°25'32" East), 365.69 feet to a 5/8" rebar PLS 14221; Thence South 89124'09" East (formerly South 89149'59" East), 55.00 feet to a 5/8" rebar PLS 14221; Thence South 0124'46" West (formerly South 0°01'04" East), 30.00 feet to a 5/8" rebar, PLS 14221, marking the NE 1/16 Corner of Section 25 and the NE corner of Biltmore Estates Subdivision No. 1, as recorded in Book 108 of Plats at Page 15145, records of Ada County, Idaho; Thence North 89024'09" West (formerly North 89°49'59" West), coincident with the south boundary line of the NW 1/4 of the NE 1/4 which is coincident with the north boundary line of said Biltmore Estates Subdivision No. 1, a distance of 523.99 feet to a 5/8" rebar PLS 14221, marking the SE corner of Kentucky Ridge Estates Subdivision, as recorded in Book 70 of Plats, at Page 7191, records of Ada County, Idaho; Thence North 06042'37" West (formerly North 07008'27" West) coincident with the easterly boundary line of said Kentucky Ridge Estates Subdivision, 773.94 feet to a 5/8" rebar PLS 972; Thence coincident with the northeasterly boundary line of said Kentucky Ridge Estates Subdivision, the following courses and distances: North 7802553" West (formerly North 78051'43" West), 375.27 feet to a 5/8" rebar PLS 972; North 88008'13" West (formerly North 88034'03" West), 183.15 feet to a 5/8" rebar PLS 972; South 84044'29" West (formerly South 84018'39" West), 128.00 feet to a 5/8" rebar PLS 972; South 61034'57" West (formerly South 61009'07" West) 24.12 feet to a 5/8" rebar PLS 972, marking the east boundary line of said Kentucky Ridge Estates Subdivision; Thence coincident with the easterly boundary line of said Kentucky Ridge Estates Subdivision, the following courses and distances: North 0026'38" East (formerly North 0000'48" East) 185.25 feet to a 5/8" rebar PLS 14221; North 0026'29" East (formerly North 000039" East), 290.01 feet to a 5/8" rebar PLS 972 inside a 2" galvanized pipe; North 0025'00" East (formerly North 0000'33" East), 30.00 feet to the oNA� �Np POINT OF BEGINNING. k The above described parcel contains 17.302 acres, more or less. Cr. 1 21 0 Carl Porter, PLS Date End Descriptiong9�s�P�' OF ID P QAC POl�� P:\2017\17146 -TENNESSEE TRAILS PLAT\Survey\Drawings\Descriptions\17146 BOUNDARY LEGAL.docx 12 QUITCLAIM DEED 189400087(; For Value Received 14URL£ A. HANSEN and F. LAVERNE IIANSEN, husband and wife do hereby convey, releatse, remNo and forever quit claim unto the MERLE A. MIR= and F. LAVERNE HANSEN TRUST, U/T/A dated the 21st day of May, 1992 tho following described prcmi.%m, to -wit - SEE ATTACHED EXHIBIT "Att. 94112091( together with their appurtenances. Dated: December 14, 1994 Merle A Hansen 2E A"—.� F. Laverne Hansen STATE OF IDAHO, COUNTY OF on this , ' 14th dap nr December , la 94 , herare mc, a notary public In and for said Slate, personally ap .fti'Merle A. Hansen and F. Laverne Hansen, husband and wife knnurn fn'me to he tete jWrM!G whose names iuhtwihcd'•tr} Iheiwithin ittctanmrnt, and ■eLnftwItelee it, me That they ' gsccutrd the same. Fled .ldnho rein k<pirrs STATF,OFIOAHO,COUNTY OF 111clebv nvllfp that dill Instnune4t wn, (ilrvl Inr nrnrd at thu 1`011IN of at mfnmrsp4U tirlock m., Ibis day n1 19 , In my olfrfee, and duly rrc„r.)Cd In 11—k of Hoods at paRL ___, r—T Foblllrin itp.•rder �—r._� By FerA S 1.1411 in; Uepulr FA -0 Page 1 of 3 05/22/2017 9:18 AM BOISE 10 EECIUR'11y�� 11 TITLE TLE P j , '9'1 DEC iii P(1 t' 31 'A .< �-_ . FEC RECO LO hi ..t: l,LQUEST OF together with their appurtenances. Dated: December 14, 1994 Merle A Hansen 2E A"—.� F. Laverne Hansen STATE OF IDAHO, COUNTY OF on this , ' 14th dap nr December , la 94 , herare mc, a notary public In and for said Slate, personally ap .fti'Merle A. Hansen and F. Laverne Hansen, husband and wife knnurn fn'me to he tete jWrM!G whose names iuhtwihcd'•tr} Iheiwithin ittctanmrnt, and ■eLnftwItelee it, me That they ' gsccutrd the same. Fled .ldnho rein k<pirrs STATF,OFIOAHO,COUNTY OF 111clebv nvllfp that dill Instnune4t wn, (ilrvl Inr nrnrd at thu 1`011IN of at mfnmrsp4U tirlock m., Ibis day n1 19 , In my olfrfee, and duly rrc„r.)Cd In 11—k of Hoods at paRL ___, r—T Foblllrin itp.•rder �—r._� By FerA S 1.1411 in; Uepulr FA -0 Page 1 of 3 05/22/2017 9:18 AM EXHIBIT "A" The Northwest quarter of the Northeast quarter of Section 25, Township 3 Horth, Range 1 West, Boise -Meridian, Ada County, Idaho; EXCEPT: A portion of land lying in the Northwest quarter of the Northeast quarter of Section 25, Township 3 North, Range 1 West, Roise-Meridian, Ada County, State of Idaho, more particularly described by metes and bounds as follows: Commencins at the Northeast corner of the Northeast quarter of Section 25, 'Township 3 North. Range 1 West, Boise -Meridian and running North 89043 11" West 1319.73 -feet along the Northerly boundary of the said Northeast quarter of Section 25 to a point marking the Northeast corner of the Northwest quarter of the said Northeast quarter of Section 25, said point being the TRUE POINT OF thence South 0004'5o" West 1293.07 feet along the Easterly boundary of the said Northwest quarter of the Northeast quarter of Section 25 to a point that bears North 001D4150" East 30.00 feet from the Southeast comor of the said Northwest quarter of the Northeast quarter of section 25; thence North 89047,16" Weet 55.00 feet along a line parallel to and 30.00 feet northerly from the Southerly boundary of the said Northwest quarter of the Northeast quarter of section 25 to a point; thence North 310180381, west 365.69 feet to a point; thence North 0004050" East 240.00 feet along a line parallel to and 245.57 feet Westerly from the said Easterly boundary of the Northwest quarter of the Northeast quarter of Section 25 to a point on the centerline of the Ridenbaugh canal; thence along said centerline of the Ridenbaugh Canal the following courses and distances: North 24000100" West 295.00 feet to a point of curve; thence Northwesterly 99.12 feet along a curve to the right having a radius of 305.45 feet, a tangent of 50.00 feet, a deflection angle of 19035,34" right and whose long chord bears North 14942,13" West 98.69 feet to a point of tangent; thence North 5024126" West 125.99 feet to a point of curve; thence Northwesterly 248.25 feet along a curve to the left having a radius of 857_22 feet, a tangent of 125.00 feet, a deflection: angle of 16038134" left and whose long chord tears North 13042.13" West 247.38 :Feet to a print of tangent; thence North 22000100" West 13.00 feet to a point on the said Northerly boundary of the Northeast quarter of Section 25; thence leaving said centerline of the Ridenbaugh Canal and running South 89043,22" East 467.00 feet along the said Northerly boundary of the Northeast quarter of Section 25 to the POINT OF BEGINNING. A parcel of land being a portion of the Northwest quarter of the Northeast quarter of Section 25, Township 3 north, Range 1 West, Boise -Meridian, Ada County, Idaho and more particularly described as follows: Beginning at an aluminum cap marking the Northeast comer of the Northwest quarter of the Northeast quarter of section 25, 'Township 3 North, Range I West, Boise -Meridian, Ada County, Idaho; thence along the Northerly boundary of the said Northwest quarter of the Northeast quarter of Section 25, North 89043111" West 131.9.57 feet to an iron pin marking the Northwest comer of said Northwest quarter of the NorGbeaet quarter; thence leaving said Northerly boundary and along the Westerly boundary of aid Northwest quarter of the Northeast quarter South 0005'51" West 505.26 feet to an iron pin, said iron pin being the REAL PoT_NT OF BEGINNING; thence leaving said Westerly boundary North 61014'1911 East 24.12 Page 2 of 3 05122/2017 4:18 AM JLSZ feet to an-iron pin; 400067 thence North 84023'51" East 128.00 feet to an iron pin; thence South 88028'53." East 183.15 feet to an iron pin; thence South 78446.31" East 375.27 feet to an iron pin; thence South 7403115" East 773.94 feet to an iron pin on the Southerly boundary of said Xorthwest quarter of the Northeast quarter; thence along said Southerly boundary North 89444.41" West 796.15 feet to an iron pin marking the Southwest corner of said Northwest quarter of the Northeast quarter; thence leaving said Southerly boundary and along the Westerly boundary of said Northwest quarter of the Northeast quarter North. 0405151" East 818.95 feet to the POINT 4F HEOINNING. AND ALSO EXCEPT: Ditch and road rights of way. Page 3 of 3 05/22/2017 9:18 AM 40 L 42 9 CP TO . ........... .. ........... — — — — — —595,1( — — — — — - ........... % pal ZVI'- 1110 I S—PEOR14 -WA-) - — --- ------------ .............. I ........... tN cg olb f din 101.1 0.0,1 N9POM9L !15.55 Ah lda 1p, . .. ... ..... ...... ..... .. .... .............. ... o j 13,43 ........ ... . Im 01 I S—PEOR14 -WA-) - — --- ------------ .............. I ........... tN olb N9POM9L !15.55 21. 0 t F MA .1� � q r rn C � Y e t d go ppppQy sak�kaa_z� SSSSEEAy`yJ$s (aj s Y1 'F' i6S a 19 X50 n x a 343{3 w.� x= Fc?E P=D baa n�e sn in � T m E 0 E n m r c 0 a mW U) Y0 �a m� T � and m J m < OW TJ C � 00 VZ c0 m ~ wa m� �a �Z m� °'O o LL LLJ a W W r m N O m� F - a0 mZ EW ma Ea m� c — to m= EF om wa 5 16 n m no m O N 'O O m jp O C c m O) � J m U N - J m m � N J U n U m l0 E m N � F c L- 0 ) 'U A (, 'U)^ VV/ r: 0 U cu 0 0 (= A OO a C) r - m a m m ca _ p N U c —(0 a) of wi! A Z N > z 9 m w a E N N J v m w O ' O ' ■ ❑ ❑ Va 2--1 15 QUITCLAIM DEED (Dual Grantors) FOR VALUE RECEIVED, GRANTORS, Merle A. Hansen and F. Laverne Hansen, Co -Trustees of the Merle A. Hansen and F. Laverne Hansen Trust U/T/A dated May 21, 1992, hereby convey, release, remise and forever quitclaim unto GRANTEES, David L. Tewalt and Connie L. Tewalt, whose address is 735 W. Victory Road, Meridian, Idaho 83642, the following described real property, to -wit: See attached Schedule "A!' incorporated herein by reference together with the appurtenances thereto. DATED this _ day of July, 1999. Merle A. Hanson, Grantor Co -Trustee C -J F. Laverne Hansen, Grantor ADACOJJNJ R AIN Ifthfo RECORDED - VIP, I� FIONEER TITLE 4 ARRO Aff, 0 STATE OF IDAHO )ss. 19"AU -4 pn 4: 09 COUNTY OF ADA 9907816 '�(07 W Lc On this qday of July, 1999, before me the undersigned, Kenneth O. Kreis, a 9 Notary Public in and for said State, personally appeared Merle A. Hansen and F. Laverne Hansen, known or identified to me to be the persons whose names are subscribed to the within instrument as Co -Trustees of the Merle A. and F. Laverne Hansen Trust U/T/A dated May 21, 1992 and acknowledged to me that they executed same as Co -Trustees of said trust. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the day and year in this certificate first above written. YR 00. Notary Public for Idaho 4 PVLYS Residing at: 0 on 0 1 My Commission Expires: 6, 2 4,j P TA -*TV - Page I of 2 0513012017 8:43 AM A parcel of land situated in the Northwest quarter of the Northeast quarter of section 25, township 3 North, Range 1 West, Boise Meridian more particularly described as follows: Commencing at the Northwest comer of said Northwest quarter of the Northeast quarter; thence Easterly along North boundary thereof a distance of 200 feet to a point, the real point of beginning; thence South parallel to the West boundary thereof, a distance of 220 feet to a point; thence East parallel to the North boundary thereof, a distance of200 feet to point; thence North parallel to the West boundary thereof, a distance of 220 feet to a point; thence Westerly along North boundary a distance of 200 feet to the real point of beginning ��a2 11 ! 0-'Z3'1 M AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) being first duly sworn upon, oath, depose and say: 6 (address) (state) 1. That I am the record owner of the property described on the attached, and I grant my permission to: Jim Coslett, Rock Solid Civil 270 N. 27th Street, STE 100, Boise, ID 83702 Penelope Riley, Riley Planning Services LLC P.O. Box 405, Boise, ID 83701 (name) (address) to submit the accompanying application(s) pertaining to that property. 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. 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 W_day (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. 20�� 'SL Pf jl j�•.(Notary Public for Idaho) dj %0TA* t Residing at: r S My Commission Expires: S pUBLI }i' , 490906000 •••,�� O rl 1000 � �,',,'33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I) `/ Q.y \� /�. JIJ 1,11 (name) (ad ss) >rI ld.fn ,Zd Com. k D (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 Riley, Riley Planning Services LLC Rock Solid Civil (name) P.O. Box 405, Boise, ID 83701 270 N. 27th Street, Suite 100, Boise, ID 83702 (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 �' day of 4rA) S T , 20 IT —7d2- a-.5; 7i—i-e— (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. ,,.•�titiorE ,���••.,,, �� •.••••••••.° 6'� (Notary Public dar Idaho) 4; • t�0TA R ), • Residing at: '9q /J& /2) % • NJ B LSC °•° O My Commission Expires: q ���•• 1� OF 33 E Broadway Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org 0 O o E o Q O o c_ Lt J W C Q O D � LD J vi E. VICTORY ROAD CANAL S n� { W. TALL PRAIRIE DRIVE PROJECT SITE W. HARRIS STREET V 1Cf 11 1 lYlA 1"= 800' TIMBERLINE SUBDIVISION A PARCEL OF LAND LOCATED IN THE NW 1/4 OF OF THE NE 1/4 OF ROCK SOLID CIVIL SECTION 25, T.W., RIX, B.M., C17Y OF MERIDIAN, ADA COUNTY, IDAHO Civil Engineering and Land Development Consulting 7/11 270 Nonh 27th Street. Boise, ID 03702 mil/ Office Phone. 200.342.3277 -.mcksolidc-,A.com CITY OF MERIDIAN PRE -APPLICATION MEETING DOTES ProjecUSubdivision Name: Date: ► -j City Staff: It . Location: Size of Property: 1-7 A-c� Comprehensive Plan FLUM Designation: Design Guidelines Development Context: ❑ Urban ❑ Urban/Suburban ❑ Suburban ❑ Rural Existing Use: Existing Zoning: R_ 1d Proposed Use: t�S; ' �l Proposed Zoning: Surrounding Uses: f� S; - Street Buffer(s) and/or Land Use Buffer(s): ; ) Open Space/Amenities/Pathways: Wo r Access/Stub Streets/Street System: 3G -r Sewer & Water Service: Waterways/ Floodplain/Topography/Hazards: History: Additional Meetinq Notes: 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 andlor conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Alternative Compliance ❑ Annexation ❑ City Council Review ❑ Comprehensive Plan Amendment - Map ❑ Comprehensive Plan Amendment - Text ❑ Conditional Use Permit ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Development Agreement Modification ❑ Short Plat ❑ Final Plat ❑ Time Extension - Council ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Planned Unit Development ❑ Vacation Er'Preliminary Plat ❑ Variance ❑ Private Street ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. E IDIAN Community Development Department Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 (208)887-2211 PRE -APPLICATION MMEMNG NOTES ES � Date: 8 Project/Subdivision Name: Ve,t�-rr -see �p6l'o f V2 Applicant(sWontact(s): � 5_ Community Development Staff., Sanitary Sewer Service:i ty e She'd P�- Imo_._ Mapping Provided:,L* in N Domestic Water Service: fie'p�r'� emts>�n" A �e'�y. "-N ae��g�«,:�.f� Mapping Provided: PCY ❑ N Reuse Water Service: Mapping Provided: ❑ Y ❑ N Waterways/Floodplain/Topography/Hazards: Mapping Provided: ❑ Y ❑ N GravitylPressurized Irrigation: District Street Lighting: Reqs, Provided: >C1 ❑ N The Cily of Meridian's Improvement Standards for Street Lighting can be found online at: htto:ll Ni.maridianatv,oraloublic works.asux?id=272 Additional Meeting Notes: V:WIVISIONSWevelopment Services\Perms\Pre-Applir.idnn Aieeiina Nore&doc Rev. INA7015 Webmail 7.0 - Parcel List.eml f Parcel List From: Rachel Gonnoud <rgonnoud@adaweb.net> Date: 08/09/2017 10: 56AM To: "penelope@ileyplanning.com" <penelope@tileyplanning.com> cid:image004.png@01D2CA5C.D201EFFO Rachel Gonnoud Land Records Technician Ada County Assessor's Office Land Records Department igo E. Front St., Boise, ID 837oa (208)287-7262 19011 n oud nad awe h. net Attachments (2 files, 74.5 KB) - image001.png (27.3 KB) - ParcelLlst.11s (47.2 KB) https://NN,cbmail.aplus.net/index.php?view=print#13623 `. 1 of 1 8/25/17, 3:23 PM LO co 0 C) 0 0 0 0 0 0 0 0 0 r O 0 0 0 0 0 o 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 0 0 0 CD 0 0 0 0 O O O o 0 0 0 0 o ti 0 0 o 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 ti o 0 0 0 0 0 0 0 0 0 0 N (O N N N O N N N O N N N N N N N N N N O N O N d d d' � 00 d d d � M d' d d O 'd' 00 Cc) Cc) (c) (c) (c) (c) (c) (o (c) Q (c) Cc) Cc) Cc) 00 (c) (c) (c) (c) (c) 04 M O O (D O M M M CO co M M M M M (M (M M (h M M M CO N M co M M 00 00 00 00 00 00 00 00 00 00 O 00 00 0 00 00 00 00 00 O 00 00 00 00 Q p p p p p p p p p J p p p p p p p p p p p p p p z Z Z z Z Z z z Z Z =� z Z Z Z J Z z Z Z z }'Z Z Z Z O Q Q Q Q Q Q Q Q Q> Q Q Q Q W Q Q Q Q Q w << Q Q W W W W W W W W W Q W W W W O W W W W W W W W W U) 2 2 2�E 2 2 2�E 2i X 2 2 a_ :E 2 2 2 U)� 2 2:2 Q a' LD p p p co � U cn u Q p W z p p N UOQw00� z Y Y i 0 C> W U > 3: 00 CN 00 p O N ti 00 V 0 p to- M f-- M a_ Q I- N M f- ti p �W wa_0_a_ ZzpzJ Z Z p0 - W W Z O O p p D_ a. a_ 0_ a_ 0_ 0_ pOOQ0000(owwOWw qw"4' W U U (n O O O O N J J U J J J J U) a_EXjmFnXX OOOx� W�����mcncn0wmmcnmw O O M Ln Ln Ln N ao m o 0 NOl�-o coN 0oO O O o 0 T .-MMM�Cc)d 0) a_��O�Oa_a_�D_� M f,- 00 O (D O M M O M M M M U) U) D a_ W p w W } O J J p IU- 06 °Z QH 06 LL ZOZL 2 Q Z Q J p W J p p w H U w J Q z Q W D Lu J } w T -YO pz2QpQU 0_?0_D'JJZ� Z� a'(nwJ�Q W Z>LU W pQpQ�-�mm0_O(nW Qw00 >Z�ZzzO 0 wDw�w0) ZOz z W W pQzQwQJ WJ��pp0 0Ew0'rn_ QW WUQ�J=—wZ=JYZwUZzYUQU0- W w z v U� Q} z ) w C Q z a w� Q Q o Q a E>— QUOOwQwC) -01oO0 Q=3:0 Jwmwz D_ J m w m a_ m 0_ � 2im w w z D_ O¢ h O 2 w U m�- m Y LrnOOOOOLno (hU)LOo0o00Ln0000000 f- , M (fl O 00 00 O N N O M LO N LO M O 0 0 00 N Il G7 q O 00 0 0 0 (n 0 0 0 r M D C) �- O O O 0 0 0 (c) 0 0 0 0 0 0 0 0 0 O (c) O O O O O O O J - N � - � 00 q N_ r- � r �- W M W d' 00 0 0 0 0 0 0 UNW 00 � N N N L dM' � 00 00 OD 00 00 N N N N N N O O O qt 0 LO LO 0 0 0 0 0 0 00 N 00 00 00 Lo N N 00 00 00 00 00 00 LO LO LO N LO LO LO LO to LO LO Q! 00 N 00 00 00 00 N N 00 00 00 00 00 00 W w M N M W M W M W W 0_ a (n a_ a' CO (n 01- Of a_ 0_ 0: 0_ 0_ of of cn of of of w of of 0_ JOSEPH LIVESAY 756 W RIODOSA DR MERIDIAN, ID 83642 MERLE & LAVERNE HANSEN TRUST 2122 E KATELYN DR MERIDIAN, ID 83646 RICK FISCH 3378 S KENUTKY WAY MERIDIAN, ID 83642 RYAN BOYDSTON 778 W RIODOSA DR MERIDIAN, ID 83642 MARK ROWDEN 734 W RIODOSA DR MERIDIAN, ID 83642 BEAR CREEK HOA INC P.O, BOX 1246 MERIDIAN, ID 83680 KAREN RAY 3135 S STODDARD RD MERIDIAN, ID 83642 DAVID TEWALT 735 W VICTORY RD MERIDIAN, ID 83642 ALEXANDRIA MCNISH 835 W VICTORY RD MERIDIAN, ID 83642 BAILEY INVESTMENTS LLC 135015 1 ST AVE NE MARYSVIL,LE, WA 98271 SANDRA SMITH RUSSELL CLARK 712 W RIODOSA DR P.O. BOX 76 MERIDIAN, ID 83642 STANLEY, ID 83278 JERALD SLOAN MARTIN THOMAS 668 W RIODOSA DR 3190 S SILVERTIP IN MERIDIAN, ID 83642 PIAN, ID 83642 KNAPP 1998 AMND FAMa,Y CHANDA NOE TRUST 646 W RIODOSA DR 3115 S SILVERTIP LN MERIDIAN, ID 83642 MERIDIAN, ID 83642 NANCY POWELL 690 W RIODOSA DR MERIDIAN, ID 83642 KENT ORAM P.O. BOX 2660 POCATELLO, ID 83206 LORI ZANONI TRUST 3129 S SILVERTIP LN MERIDIAN, ID 83642 BRUCE THAKER 3174 S SILVERTIP IN MERIDIAN, ID 83642 ROBERT OWENS FAMILY TRUST 900 W VICTORY RD MERIDIAN, ID 83642 PATRICK MORANDI 3162 S SILVERTIP LN MERIDIAN, ID 83642 LEIF EDMONDSON 3086 S SILVERTIP LN MERIDIAN, ID 83642 ®label size 1" x 2 5/8" compatible with Avery 05160/8160 STAPLES etiquette do format 25 mm x 67 mm compatible avec Avery 05160/8160 PLANNING SERVICES August 23, 2017 Dear Neighbor: P.O. Box 405 Boise, ID 83701 1602 West Hays Street, Suite 102 208.908.1609 Please join me for a neighborhood meeting for the property located at 655 and 735 W. Victory Road. Approximately 59 lots are proposed for a residential subdivision plus 3 common lots on the 17.30 acre site. Residential lots along the site boundary with Kentucky Ridge Estates will be a minimum of 10,000 sq. ft. The purpose of this neighborhood meeting is to provide you with information about the proposed subdivision. A Preliminary Plat Application will be submitted to the City of Meridian for this project. WHERE: 655 W. Victory Road, Meridian, ID WHEN: Thursday, August 31, 2017 — 6:00 to 6:45 PM Representatives of the applicant will be present at the meeting to answer any questions you have about the proposed subdivision. Please 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, Penelope Riley ng Location Victory Road LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS V' � +a cn Q c 0 Cn O M V OD O m a N_ O a m W U w z z Q W J R J —71 CJ J V 1 T f�J r v \_ 0 Cn O M V OD O m a N_ O a m W U w z z Q W J R COMAHTMENT 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. Lcl� /o/Z 11:7- - Applicantlagen signature Date Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org�iplanning E IDIAN�--- IDAH Community Development Department Parcel Verification Date: 10/3/17 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: Tennessee Trails Subdivision Parcel Numbers: 51225120900 (1.01 Acres) 51225120810 (16.165 Acres) T/R/S: 3N 1W 25 Property Owners: David L & Connie L. Tewalt 735 W. Victory Rd. Meridian, ID 83642 (15t parcel listed) Merle A. & F. Laverne Hansen Trust (2nd parcel listed) 2122 E. Katelyn Dr. Meridian, ID 83646 Address Verification Rev: 04/23/12 From: Sub Name Mail [mailto:subnamemail@adaweb.net] Sent: Tuesday, October 03, 2017 2:34 PM To: Mark Bailey, Carl Porter Carl@sawtoothis.com Subject: Timberline Subdivision Name Reservation October 3, 2017 Carl Porter, Sawtooth Land Surveying Mark Bailey, Bailey Investments RE: Subdivision Name Reseiwation: TIMBERLINE SUBDIVISION At your request, I will reserve the name Timberline 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 Deputy Clerk Recorder Ada CountyDevelopment Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax a►oo� naOOe�aeTL3®e©oeo��$e0O �.(�� !' � { � � � I 1 (i I � i (.:il i I (I I ;k$�$g� € ng a gRR$4§e�s6xg { a2 § g d [] a wy�w 1ff ON I ^ _ L ----e ---- £I€ a£ i iil I i� o I I II IM 1' I� I m I i =1 n b r• !— —� v y -------- -- -- I / III } ( ;1 IT -7-11 I e I ------- K %_ I u I I ; `FURHw st!�T11 \ \ v \ '1..� 1. VI R i x ?aTa11aF5ff9@F3 - T b F7 FJR WHEN 0&> o od eo a a � . 4 s IS s :g M �R.<$E.Ra.. a& �` ^: s 3 F Ly u;. oa .� 3 M 5 m Rc3�>�l�C n� g 'o e w 4& o a V 3� \I \ ,�-+� _- - _ -+•__ ll �� ft {��i . ' is R� fM jig 11c\It C a� 19 o ge "Wif 12 UgH In L ISHIS �gggA � AGENCYREWIEWNOTFORCONSTRUCHON �g TIMBERLINE SUBDIVISION r"W OF "°ate Revision 46 paa11RNT AND"E A All uo IIE94MS - 1 . ' MERIDIAN IDAHO FROFM KAL SMCE 15 aN PNMI"WERty of p �s veoassauL salxa s il[ YxOeo+n OF I xoac wo aw uc nm a wt 1011 1W ROCK SOLID CIVIL : w �j • PRELIMINARY PLAT III eua a race KH M UM wosr COVER SHEET • 14E as+cM Trac aucoWatoc CF ma S" all uc 1 \ 1 1 1 1 �' 1 1 asY I aye 5 I 1 syyl 1- .- 1 kgs as - � p' I 1 GI e 1 1 11 i t 1 1 I J I i I I S 1 v 1' 11 1 1 I L__ I I Y I I I I I r--- m----1 I / 1 I lIf Eby 1 1 1 1 11 1 .- L 1 I '�-•-1 ; 1 1 f 1 1 1 IA (—___'O'� -� _7 IB y !Tj �P) I I / .1 O _____ _____ �1 Y -m,-- — _J I i n Ltm I I a l l 1 1 1 p _L� o Az a„ AGENCY REWEW NOT FOR CONSTRUCHON Revisions ro [Willa r sm. TIMBERLINE SUBDIVISION nes DOCUKK ,� TME VUS EIw DESWAS a�Po € MERIDIAN IDAHO owoEPauTM HIM AS EY bIsTMAGJIT or • N k PaOMSSIO uE SDMCt IS nr PROPSTY a s.l.�,. fim saw arw u m Is moi T o osm ROCK SOLID CIVIL : r PREUMINARY PLAT r *wI[ w PUT. Im Err om Pu aT w NORTH HALF WMn IW MKS OMEN AUNWAID1 IF nmc Sm a& Im — ► i . ' }s TIMBERLINESUBDMSION MERIDIAN IDAHO 96 DOWU Mr MO Tn MUS uo a5a4 aaweaarm �l AS w WSM10r OF Revisions PxaESSOW SMCE tS THE PF"TY OF root sac 0% uc AND rs NOT ro ec USM ROCK S OLJID CIVIL x r PRELIMINARY PLAT ■ mm OR PAW[ ram my Oil Famv SOUTH HALF E EWWZ gym, �AIM OF a root sac a,E IM From: Sub Name Mail [mailto:subnamemailOadaweb.net] Sent: Tuesday, October 03, 2017 2:34 PM To: Mark Bailey; Carl Porter Carl@sawtoothls.com Subject: Timberline Subdivision Name Reservation October 3, 2017 Carl Porter, Sawtooth Land Surveying Mark Bailey, Bailey Investments RE: Subdivision Name Reservation: TIMBERLINE SUBDIVISION At your request, I will reserve the name Timberline 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, Seal Jerry L. Hastings, PLS 5359 CountySurveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fox