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STAR CITY COUNCIL SPECIAL MEETING AGENDA City Hall - 10769 W State Street, Star, Idaho Tuesday, October 12, 2021 6:00 PM LIMITED SEATING IS AVAILABLE AT CITY HALL DUE TO COVID-19. THE MEETING CAN BE VIEWED VIA A LINK POSTED TO THE CITY OF STAR WEBSITE AT STARIDAHO.ORG. INFORMATION ON HOW TO PARTICIPATE IN A PUBLIC HEARING REMOTELY WILL BE POSTED TO STARIDAHO.ORG UNDER THE MEETING INFORMATION. THE PUBLIC IS ALWAYS WELCOMED TO SUBMIT COMMENTS IN WRITING. Any person needing special accommodation to participate in the above noticed meeting should contact the City Clerk’s Office at [PHONE REDACTED], at least 24 hours in advance of the meeting date. 1. CALL TO ORDER – Welcome/Pledge of Allegiance 2. INVOCATION – Brian Howard – The Cause Church Star 3. ROLL CALL 4. PRESENTATIONS: A. West Ada School District Bond Information – Nichole Scheppers 5. CONSENT AGENDA (ACTION ITEM) *All matters listed within the Consent Agenda have been distributed to each member of the Star City Council for reading and study, they are considered to be routine and will be enacted by one motion of the Consent Agenda or placed on the Regular Agenda by request. A. Final Plats: i. Greendale Grove Subdivision #1 (FP-21-18) ii. Saddlewood Subdivision #2 (FP-21-19) iii. Wildrye Creek Subdivision #1 (FP-21-21) iv. Wildrye Creek Subdivision #2 (FP-21-20) B. Engineer Agreement – The City of Star desires to construct improvements to Highway 44 at the west end of town. Improvements include an additional east and west bound lanes and sidewalk where it has yet to be constructed from CanAda Road to Star Road, the project will be broken into 4 sections, an east bounds lane from Highbrook Way to Star Road will be designed and included as the base bid. Three additional sections including an east bound lane from CanAda Road to Highbrook Way and west bound lanes Star Road to Highbrook Way and Highbrook Way to CanAda Road will be included in the design and bid as alternative bid items to the base bid. Project funding is made available by the city through a proportionate share agreement in conjunction with the Idaho transportation Department (ITD) 6. ACTION ITEMS: A. Comprehensive Plan Amendment i. Transition Table Plan Amendment B. Ordinance 341 and Development Agreement – Rivermoor Subdivision Annexation & Development Agreement (AZ-21-06) – ACTION ITEM 7. PUBLIC HEARINGS with ACTION ITEMS: A. PUBLIC HEARING – Fountain Park Subdivision Annexation and Zoning, Development Agreement and Preliminary Plat (AZ-20-19/DA-20-24/PP-20-17) - Tabled from September 7, 2021 B. PUBLIC HEARING – Moon Valley Townhomes Preliminary Plat and Development Agreement Modification (PP-21-12/DA-21-13-MOD) - Tabled from September 7, 2021 C. PUBLIC HEARING – Rooster Hollow Subdivision Rezone, Development Agreement, Planned Unit Development and Preliminary Plat (RZ-21-03/DA-21-18/PUD-21-02/PP-21-07) D. PUBLIC HEARING – Milestone Ranch Subdivision Annexation, Rezone, Development Agreement and Preliminary Plat (AZ-21-10/RZ-21-06/DA-21-15/PP-21-14) E. 8. ADJOURNMENT The meeting can be viewed via a link posted to the City of Star website at staridaho.org. Information on how to participate in a public hearing remotely will be posted to staridaho.org under the meeting information. The public is always welcomed to submit comments in writing. PUBLIC NOTICE: THIS MEETING IS RECORDED AND PLACED IN AN ONLINE FORMAT. PERSONS MAY EITHER VIEW OR LISTEN TO VIDEO / AUDIO OF THIS MEETING UNTIL SUCH TIME THE RECORDING IS DESTROYED UNDER THE CITY’S RECORD RETENTION POLICY. ---PAGE BREAK--- STAR CITY COUNCIL SPECIAL MEETING AGENDA City Hall - 10769 W State Street, Star, Idaho Tuesday, October 12, 2021 6:00 PM LIMITED SEATING IS AVAILABLE AT CITY HALL DUE TO COVID-19. THE MEETING CAN BE VIEWED VIA A LINK POSTED TO THE CITY OF STAR WEBSITE AT STARIDAHO.ORG. INFORMATION ON HOW TO PARTICIPATE IN A PUBLIC HEARING REMOTELY WILL BE POSTED TO STARIDAHO.ORG UNDER THE MEETING INFORMATION. THE PUBLIC IS ALWAYS WELCOMED TO SUBMIT COMMENTS IN WRITING. Any person needing special accommodation to participate in the above noticed meeting should contact the City Clerk’s Office at [PHONE REDACTED], at least 24 hours in advance of the meeting date. Land Use Public Hearing Process Public signs up to speak at the public hearing Mayor Opens the Public Hearing Mayor asks council if there is any Ex Parte Contact Applicant has up to 20 minutes to present their project Council can ask the applicant questions and staff questions Public Testimony (3 minutes per person) 1. Those for the project speak 2. Those against the project speak 3. Those who are neither for or against but wish to speak to the project 4. Council may ask the individual speaking follow-up questions that does not count towards their 3 minutes Applicant rebuttal (10 minutes) Council can ask the applicant and staff questions Mayor closes the public hearing Council deliberates Motion is made to approve, approve with conditions, deny or table the application to a date certain in the future Thank you for coming to the Star City Council meeting, public involvement is fantastic and helps in shaping our city for the future. As this is a public hearing, there will be no cheering, clapping, jeering or speaking out during the hearing. Only the person at the podium has the floor to speak during their allotted time. If someone does speak out, cheer, claps, etc. they will be asked to leave the hearing and or escorted out of the hearing. We want to keep these hearings civil so everyone can be heard. Thank you for your participation. Mayor Trevor Chadwick FUTURE MEETING TOPICS – INFORMATIONAL PURPOSES ONLY Subject Proposed Action Tentative Date Whitener Property Public Hearing – Development Agreement Modification (DA-20-16) TBD – Tabled from 9/7/2021 Piedmont Place Annexation & Rezone Public Hearing – Annexation & Zoning, October 19, 2021 Tommy’s Car Wash Public Hearing – Conditional Use Permit October 19, 2021 Iron Mountain Vista Subdivision Public Hearing – Annexation, Zoning, Development Agreement, Preliminary Plat November 16, 2021 Open Container / Public Places Ordinance Under Development South of the River Plan Comprehensive Plan Proposal Presentation & Public Hearing – Resolution to Adopt Under Development Landyn Village Subdivision Public Hearing – Annexation, Zoning, Development Agreement, PUD, Private Streets Tabled Indefinitely, Awaiting ACHD/ITD Review Comments Willowbrook Annexation & Rezone Public Hearing – Annexation & Zoning, PUD, Development Agreement Submitted and under Staff Completeness Review – No Hearing Date Set Consolidated Fee Schedule Resolution Under Development Personnel Policy Manual Resolution Under Development Social Media Policy Resolution Under Development Ethics Manual Resolution Under Development Surplus Property Designation Resolution Under Development ---PAGE BREAK--- File # FP-21-18 Page 1 Greendale Grove Subdivision Final Plat – Phase 1 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: City of Star Planning Department MEETING DATE: October 12, 2021 FILE(S) FP-21-18, Final Plat, Greendale Grove Subdivision, Phase 1 REQUEST Applicant is seeking approval of a Final Plat for Greendale Grove Subdivision, Phase 1 consisting of 55 residential lots and 7 common lots on 13.94 acres. The phase is located at the southeast corner of the approved preliminary plat, near the northeast corner of N. Wing Road and W. Beacon Light Road in Star, Idaho. The subject property is generally located at the northeast corner of N. Wing Road and W. Beacon Light Road in Star, Idaho. Ada County Parcel Number is S0332430010. REPRESENTATIVE: OWNER/APPLICANT: Becky McKay Austin Edwards Engineering Solutions, LLP Greendale Grove Properties, LLC 1029 N. Rosario Street, Ste. 100 701 S. Allen Street, Ste. 104 Meridian, Idaho 83642 Meridian, Idaho 83642 PROPERTY INFORMATION Land Use Designation - Residential R-3-DA Phase 1 Acres - 13.88 acres Residential Lots - 55 Common Lots - 7 HISTORY June 4, 2019 Council approved applications for Annexation and Zoning (AZ-18-12 and AZ-18-13) and Preliminary Plat (PP-18-12 and PP-18-13) for Greendale ---PAGE BREAK--- File # FP-21-18 Page 2 Greendale Grove Subdivision Final Plat – Phase 1 Grove and Greendale Subdivision. The preliminary plat was approved for 121 single family residential lots, 14 common lots and 1 private road lot. GENERAL DISCUSSION The Final Plat layout for Phase 5 generally complies with the approved Preliminary Plat. Staff Reviewed Comments from the Preliminary Plat Approval/Findings of Fact: Lot sizes as listed on the preliminary plat range in size from the smallest at 6,500 square feet to 19,872 square feet, with an average lot size of 8,128 square feet. The subdivision is proposed to develop in four phases. The Applicant has provided a variety of lot widths and depths for several different housing plans and types. The existing dwelling and accessory structures on the property will remain and be part of a 5.01- acre lot. Common/open space is provided and consists of a central common area consisting of three workout stations and pathways. The UDC at the time required common/open space to meet of exceed 5% of the gross land area. There is one private street proposed within this subdivision. The proposed W. Foxglove Court, which takes access from N. Wing Road, provides access to Lots 51-54, Block 4, was originally submitted as a public road. ACHD has indicated that they will not accept and maintain short cul- de-sacs with 4-6 lots. The applicant has discussed the option of a common driveway to serve these lots, however, the Star Fire District will not accept this option due to emergency access concerns. The only alternative that the applicant has at this time is to change the road into a private street. The Applicant is asking for a waiver of the 500’ block for several blocks within this subdivision. No special setbacks have been requested with this application. Staff analysis of Final Plat Submittal: Lot Layout – The gross density of Phase 1 is 3.96 du/acre, with lots ranging in size from 6,776 square feet to 11,738 square feet. Common/Open Space and Amenities - To be completed in this phase: • Open Area with Work Out Stations • Pathways Connecting Streets with Common Areas (Bike and Pedestrian Circulation) Mailbox Clusters – The Star Postmaster, Mel Norton has approved the mailbox clusters for this development to be placed in two locations. Location A is on the common lot on the west side of ---PAGE BREAK--- File # FP-21-18 Page 3 Greendale Grove Subdivision Final Plat – Phase 1 Beacon Light. Location B is on Lot 10 on the east side of Silvermound Ave. Postmaster’s letter of approval was included in the application material. Streetlights –A Streetlight design has been provided with the final plat application and the proposed light style and type meet Dark Sky requirements and comply with the City Code. A streetlight plan was also included in the final plat application. Staff is supportive of the locations of streetlights. Street Names – Ada County modified one street name since the preliminary plat was approved, impacting a future Phase 5. W. Rocky Street was not approved, and the applicant was to develop a new, unique street name. The street names on this phase reflect the approvals from Ada County and are reflected correctly on the submitted final plat application. Landscaping - As required by the Unified Development Code, Chapter 8, Section 8-8C-2-M Street Trees; A minimum of one street tree shall be planted for every thirty-five (35) linear feet of street frontage. The applicant shall use “Treasure Valley Tree Selection Guide”, as adopted by the Unified Development Code. Section 8-8C-2, J5 states that a minimum of one deciduous shade tree per four thousand (4,000) square feet of common area shall be provided. The submitted landscape plan appears to satisfy these requirements. Fiber Optic Conduit – The City has been requiring newly approved subdivisions to install a 2” (High Density Polyethylene) HDPE SDR-11 roll pipe in the shared utility trench to be used for future fiber optic telecommunication cables. The Greendale Grove Subdivision Preliminary Plat was approved prior to the establishment of this policy. Staff recommends that the developer provide this within all phases of the development. A condition of approval has been placed on this final plat approval. PUBLIC NOTIFICATIONS Notifications of this application were sent to agencies having jurisdiction on August 5, 2021. September 1, 2021 Keller Associates Review Checklist September 24, 2021 DEQ Standard Review FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve this Final Plat, the Unified Development Code requires that Council must find the following: A. The Plat is in conformance with the Comprehensive Plan. The Council finds that this subdivision upon Preliminary Plat approval was in conformance with the Comprehensive Plan; no changes have been made to change this status. ---PAGE BREAK--- File # FP-21-18 Page 4 Greendale Grove Subdivision Final Plat – Phase 1 B. Public services are available or can be made available and are adequate to accommodate the proposed development. Staff finds that all public services are available and able to accommodate this development. C. There is public financial capability of supporting services for the proposed development. Staff knows of no financial hardship that would prevent services from being provided. D. The development will not be detrimental to the public health, safety or general welfare; and, Staff finds no facts to support that this subdivision phase will be detrimental to the public health, safety or general welfare. E. The development preserves significant natural, scenic or historic features. Staff finds that existing conditions have not substantially changed from the approved Preliminary Plat of this subdivision. CONDITIONS OF APPROVAL 1. Owner/Developer will agree to install a 2” (High Density Polyethylene) HDPE SDR-11 roll pipe in the shared utility trench to be used for future fiber optic telecommunication cables. 2. The approved Preliminary Plat for Greendale Grove Subdivision shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. 3. The property associated with this approved Final Plat, in addition to the property of all future phases shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code Chapter 3, Section 3-1-1 through 3-1-7. 4. The property associated with this approved Final Plat, in addition to the property of all future phases shall be properly maintained throughout the construction process to include trash picked up and trash receptacles emptied with regular frequency, streets swept and cleaned weekly, including any streets used to access the property and all debris shall be prevented from accumulating on any adjacent property or public right of way and shall remove all debris from public way at least daily. 5. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. 6. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. 7. The approved Preliminary Plat shall comply with the City of Star Unified Development Code regarding landscaping, both internal buffers and frontages. (See Section 8-4 B Landscaping Requirements) 8. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. 9. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance. ---PAGE BREAK--- File # FP-21-18 Page 5 Greendale Grove Subdivision Final Plat – Phase 1 10. The subsequent Final Plats shall comply with and be in accordance with the current City of Star Code, with the exception of any waivers granted by Council. 11. Requested surety shall be required at 150% of the total estimated installed cost, as approved by the City Engineer or Administrator. The term of approval shall not exceed 180 days. (See Section 8-1 C-1 of the Unified Development Code for a list of eligible items.) 12. A letter from the US Postal Service shall be given to the City at Final Plat stating the subdivision is in compliance with the Postal Service. 13. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met. 14. A separate sign application is required for any subdivision sign. 15. As built plans for pressurized irrigation systems shall be submitted to the City of Star prior to signature of the final plat. 16. Applicant shall provide the City with two full size and two 11”x17” copy of the signed recorded final plat with all signatures, prior to any building permits being issued. 17. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 18. The mylar/final plat shall be signed by the owner, Surveyor, Central District Health, ACHD and City Engineer, prior to being delivered to the City of Star for City Clerk’s signature. 19. A copy of signed irrigation agreements shall be submitted to the City prior to signature of the final plat. 20. All common areas shall be maintained by the Homeowners Association. 21. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of construction. 22. A copy of the recorded CC&R’s shall be submitted to the City of Star prior to any building permits being issued. 23. Prior to signature of the final plat, a signed Irrigation District Agreement with the Irrigation Districts shall be provided to the City of Star. This requirement shall be with each subsequent Final Plat application. 24. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION The Star City Council File # FP-21-18 Greendale Grove Subdivision, Final Plat, Phase 1 FP-21-1 on 2021. ---PAGE BREAK--- SITE GREENDALE GROVE SUBDIVISION NO. 1 LLP S E OLUTIONS NGINEERING ---PAGE BREAK--- Greendale Grove Subdivision No. 1 Final Plat - Project Narrative Greendale Grove Properties, LLC, hereby applies for Final Plat approval for Greendale Grove Subdivision No. 1, consisting of 55 single-family residential lots and 7 common lots on 13.88 acres of land located north of W. Beacon Light Road and east of N. Wing Road. The land was annexed with a zoning of R-3 under Ordinance No. 293 in 2019. Gross and net densities for the project are 3.95 and 5.83, respectively. Common area provided for the subdivision is 1.33 acres, 9.5 percent of the site. The final plat complies with the approved preliminary plat and meets all requirements and/or standard conditions of approval thereof. The project conforms with acceptable engineering, architectural and surveying practices and local standards. The property can be served adequately by essential public facilities and services, as the developer will extend sanitary sewer and water mains to and through the proposed development, thereby making them available to adjacent properties. Road improvements will be made in accordance with Ada County Highway District standards, and impact fees will be paid to Ada County Highway District with each building lot. ---PAGE BREAK--- PRELIMINARY PLAT & FINAL PLAT PHASE 1 OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S EXH-1 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- GREENDALE GROVE SUBDIVISION NO. 1 LLP S ENGINEERING OLUTIONS ---PAGE BREAK--- LLP S ENGINEERING OLUTIONS ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” GREENDALE GROVE SUBDIVISION NO. 1 ---PAGE BREAK--- LLP S ENGINEERING OLUTIONS GREENDALE GROVE SUBDIVISION NO. 1 ---PAGE BREAK--- SHRUB AND PERENNIAL GRASSES WITH WOOD CHIPS IN A MEANDERING PLANTER BETWEEN THE FENCE AND FRONT OF BERM CONIFERS MEANDERING LAWN TO BACK OF SIDEWALK R.O.W. LOW POINT 30' BUFFER BARK MULCH ON THE BACK OF BERM LARGE SHADE TREES 6' VINYL FENCE ON REAR LOT LINE 4' BEACON LIGHT ROAD SIDEWALK GRAVEL SHOULDER RESIDENTIAL LOT South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L1.0 OVERALL SITE PLAN SHEET L1.1 SHEET L1.3 SHEET L1.4 SHEET L1.2 SITE LOCATION MAP SITE DATA: CITY REQUIREMENTS: TYPICAL LANDSCAPE BERM (BEACON LIGHT ROAD) SITE GENERAL LANDSCAPE NOTES ---PAGE BREAK--- MATCHLINE SHEET L1.3 MATCHLINE SHEET L1.1 MATCHLINE SHEET L1.1 MATCHLINE SHEET L1.2 South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L1.1 LANDSCAPE PLAN LEGEND: GENERAL LANDSCAPE NOTES ---PAGE BREAK--- L1.3 L1.1 MATCHLINE SHEET L1.1 MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.4 MATCHLINE SHEET L1.2 South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L1.2 LANDSCAPE PLAN LEGEND: GENERAL LANDSCAPE NOTES ---PAGE BREAK--- MATCHLINE SHEET L1.3 MATCHLINE SHEET L1.1 EET L1.1 EET L1.2 M M MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.4 South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L1.3 LANDSCAPE PLAN LEGEND: GENERAL LANDSCAPE NOTES ---PAGE BREAK--- 1.3 1.1 ET L1.1 ET L1.2 MATCHLINE SHEET L1.4 MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.2 MATCHLINE SHEET L1.4 South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L1.4 LANDSCAPE PLAN LEGEND: GENERAL LANDSCAPE NOTES ---PAGE BREAK--- South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave [EMAIL REDACTED] Boise, ID. 83705 www.slaboise.com [PHONE REDACTED] Office F O S C A P E A R C H I T E C T D N A L D E S N E C I L E T A T S I D A H O D. H O J O T E R R N S LA - 16827 FINAL PLAT OWNERS OF RECORD PLANNER / CONTACT DEVELOPER LLP NGINEERING OLUTIONS E S L2.0 CONIFEROUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL 1 DECIDUOUS TREE PLANTING DETAIL 3 2 BOULDER PLACEMENT DETAIL 6' VINYL PRIVACY FENCE 4 5 6' VINYL SEMI-PRIVACY FENCE 6 PLANT SCHEDULE LANDSCAPE NOTES RESIDENTIAL STREET TREE LIST ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 1 of 7 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Greendale Grove No 1 Phase: 1 Date: 09/01/2021 Developable Lots: 55 1 Developer: Greendale Grove Properties, Miles Elleston Tel: [PHONE REDACTED] Fax: Email: Engineer: Engineering Solutions, Kathleen Stroschein Tel: Fax: Email: Property Address: W Beacon Light Rd and N Wing Rd Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. Approved with preliminary plat 5 X Verified written legal description. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways (connectivity to adjacent developments), and irrigation piping. Please update instrument numbers before ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 2 of 7 final signatures are obtained. Lot drainage? Note 12: This note reference lot 13, it appears that this should reference lot 14, please clarify. 8 X Right to Farm Act Note on face of plat. 9 X Note on face of plat: “This subdivision is located within zone XX as shown on the firm panel , City of Star, Ada County, (or Canyon County?) Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. (Note to Plan Reviewer: Provide plat to Justin Walker for easement water and sewer easement verification.) 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 3 of 7 with the City’s code. Pg 3. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations and luminary types. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT 21 X Provide completed Floodplain Application. Floodplain application must be approved prior to approval of final plat. 22 X Floodplain and floodway boundaries and elevations are shown on the grading plans and final plat. 23 X Building lowest floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 24 X Enclosed spaces located below 2-feet above the BFE adequately vented (1 square inch of venting per square foot of enclosed space). 25 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 26 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 27 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 28 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 29 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 30 X Grading plans show finished, existing, and base flood 1- foot contour elevations. 31 X Drainage facilities and easements are shown. 32 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. 33 X Existing irrigation ditches, canals, and easements are shown. ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 4 of 7 34 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 35 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 36 X Tops and toes of cut and fill slopes are set back from structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 37 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. 38 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 39 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 40 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 41 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 42 X Narrative is provided that describes the proposed method of stormwater retention. 43 X Drainage calculations contain no arithmetic errors. (Spot checked by City Engineer). See below, it appears there are areas not included in the map. Please update. It appears that basins 4 & 5 are merged, please clarify boundaries. It appears that calcs for only areas 3-6 were submitted, please include all calculations in submittal. All areas within subdivision boundary that will be completed in this phase should be included. Does the east seepage bed include the unnamed basin north of the inlets? 44 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 45 X Peak discharge rate and velocity through sand and grease traps calculated and are less than 0.5 ft/sec. 46 X Section view of drainage facility provided. Pg 9. ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 5 of 7 47 X Able to determine drainage directions from information given. 48 X Drainage facilities do not conflict with other utilities. (Spot check by City Engineer) 49 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 50 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho Catalog of Stormwater Best Management Practices”. 51 X 5-foot setback from property line maintained for drainage facilities. 52 X Drainage basin / pond dimensions listed or noted. 53 X Drainage facilities drawn to scale on grading and drainage plan. 54 X Drain rock, ASTM C33 sand, or pond liner specified. References ISPWC 55 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. 56 X Vegetative cover shown over biofiltration facilities. 57 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 58 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 59 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 60 X The pressure irrigation system is not connected to the potable water system. 61 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. 62 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 63 X Main line distribution piping is 3-inches in diameter or greater. 64 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 65 X Applicant provided verification with a signed contract indicating written assurance that provisions have been made for ownership, operation, and maintenance of the irrigation system. 66 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 6 of 7 be used as a secondary irrigation source. 67 X Provided verification that water rights will be transferred to the association managing entity. 68 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* 69 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 70 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments: Additional Construction Drawing Comments: Stormdrain Map Missing areas: ---PAGE BREAK--- Revised 5/29/08 9/1/2021 Page 7 of 7 ---PAGE BREAK--- September 24, 2021 By e-mail: [EMAIL REDACTED] City of Star P.O. Box 130 Star, Idaho 83669 Subject: Greendale Grove Subdivision Phase 1, FP-21-18 Dear Mr. Nickel: Thank you for the opportunity to respond to your request for comment. While DEQ does not review projects on a project-specific basis, we attempt to provide the best review of the information provided. DEQ encourages agencies to review and utilize the Idaho Environmental Guide to assist in addressing project-specific conditions that may apply. This guide can be found at: The following information does not cover every aspect of this project; however, we have the following general comments to use as appropriate: 1. AIR QUALITY • Please review IDAPA 58.01.01 for all rules on Air Quality, especially those regarding fugitive dust (58.01.01.651), trade waste burning (58.01.01.600-617), and odor control plans (58.01.01.776). • All property owners, developers, and their contractor(s) must ensure that reasonable controls to prevent fugitive dust from becoming airborne are utilized during all phases of construction activities per IDAPA 58.01.01.651. • DEQ recommends the city/county require the development and submittal of a dust prevention and control plan for all construction projects prior to final plat approval. Dust prevention and control plans incorporate appropriate best management practices to control fugitive dust that may be generated at sites. • Citizen complaints received by DEQ regarding fugitive dust from development and construction activities approved by cities or counties will be referred to the city/county to address under their ordinances. Brad Little, Governor Jess Byrne, Director 1445 N Orchard Street, Boise, ID 83706 (208) 373-0550 ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 2 • Per IDAPA 58.01.01.600-617, the open burning of any construction waste is prohibited. The property owner, developer, and their contractor(s) are responsible for ensuring no prohibited open burning occurs during construction. • For questions, contact David Luft, Air Quality Manager, at (208) 373-0550. 2. WASTEWATER AND RECYCLED WATER • DEQ recommends verifying that there is adequate sewer to serve this project prior to approval. Please contact the sewer provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.16 and IDAPA 58.01.17 are the sections of Idaho rules regarding wastewater and recycled water. Please review these rules to determine whether this or future projects will require DEQ approval. IDAPA 58.01.03 is the section of Idaho rules regarding subsurface disposal of wastewater. Please review this rule to determine whether this or future projects will require permitting by the district health department. • All projects for construction or modification of wastewater systems require preconstruction approval. Recycled water projects and subsurface disposal projects require separate permits as well. • DEQ recommends that projects be served by existing approved wastewater collection systems or a centralized community wastewater system whenever possible. Please contact DEQ to discuss potential for development of a community treatment system along with best management practices for communities to protect ground water. • DEQ recommends that cities and counties develop and use a comprehensive land use management plan, which includes the impacts of present and future wastewater management in this area. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 3. DRINKING WATER • DEQ recommends verifying that there is adequate water to serve this project prior to approval. Please contact the water provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.08 is the section of Idaho rules regarding public drinking water systems. Please review these rules to determine whether this or future projects will require DEQ approval. • All projects for construction or modification of public drinking water systems require preconstruction approval. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 3 • DEQ recommends verifying if the current and/or proposed drinking water system is a regulated public drinking water system (refer to the DEQ website at: For non-regulated systems, DEQ recommends annual testing for total coliform bacteria, nitrate, and nitrite. • If any private wells will be included in this project, we recommend that they be tested for total coliform bacteria, nitrate, and nitrite prior to use and retested annually thereafter. • DEQ recommends using an existing drinking water system whenever possible or construction of a new community drinking water system. Please contact DEQ to discuss this project and to explore options to both best serve the future residents of this development and provide for protection of ground water resources. • DEQ recommends cities and counties develop and use a comprehensive land use management plan which addresses the present and future needs of this area for adequate, safe, and sustainable drinking water. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 4. SURFACE WATER • Please contact DEQ to determine whether this project will require an Idaho Pollution Discharge Elimination System (IPDES) Permit. A Construction General Permit from DEQ may be required if this project will disturb one or more acres of land, or will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land. • For questions, contact James Craft, IPDES Compliance Supervisor, at (208) 373-0144. • If this project is near a source of surface water, DEQ requests that projects incorporate construction best management practices (BMPs) to assist in the protection of Idaho’s water resources. Additionally, please contact DEQ to identify BMP alternatives and to determine whether this project is in an area with Total Maximum Daily Load stormwater permit conditions. • The Idaho Stream Channel Protection Act requires a permit for most stream channel alterations. Please contact the Idaho Department of Water Resources (IDWR), Western Regional Office, at 2735 Airport Way, Boise, or call (208) 334-2190 for more information. Information is also available on the IDWR website at: channel-alteration-permits.html • The Federal Clean Water Act requires a permit for filling or dredging in waters of the United States. Please contact the US Army Corps of Engineers, Boise Field Office, at 10095 Emerald Street, Boise, or call [PHONE REDACTED] for more information regarding permits. For questions, contact Lance Holloway, Surface Water Manager, at (208) 373-0550. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 4 5. SOLID WASTE, HAZARDOUS WASTE AND GROUND WATER CONTAMINATION • Solid Waste. No trash or other solid waste shall be buried, burned, or otherwise disposed of at the project site. These disposal methods are regulated by various state regulations including Idaho’s Solid Waste Management Regulations and Standards (IDAPA 58.01.06), Rules and Regulations for Hazardous Waste (IDAPA 58.01.05), and Rules and Regulations for the Prevention of Air Pollution (IDAPA 58.01.01). Inert and other approved materials are also defined in the Solid Waste Management Regulations and Standards • Hazardous Waste. The types and number of requirements that must be complied with under the federal Resource Conservations and Recovery Act (RCRA) and the Idaho Rules and Standards for Hazardous Waste (IDAPA 58.01.05) are based on the quantity and type of waste generated. Every business in Idaho is required to track the volume of waste generated, determine whether each type of waste is hazardous, and ensure that all wastes are properly disposed of according to federal, state, and local requirements. • Water Quality Standards. Site activities must comply with the Idaho Water Quality Standards (IDAPA 58.01.02) regarding hazardous and deleterious-materials storage, disposal, or accumulation adjacent to or in the immediate vicinity of state waters (IDAPA 58.01.02.800); and the cleanup and reporting of oil-filled electrical equipment (IDAPA 58.01.02.849); hazardous materials (IDAPA 58.01.02.850); and used-oil and petroleum releases (IDAPA 58.01.02.851 and 852). Petroleum releases must be reported to DEQ in accordance with IDAPA 58.01.02.851.01 and 04. Hazardous material releases to state waters, or to land such that there is likelihood that it will enter state waters, must be reported to DEQ in accordance with IDAPA 58.01.02.850. • Ground Water Contamination. DEQ requests that this project comply with Idaho’s Ground Water Quality Rules (IDAPA 58.01.11), which states that “No person shall cause or allow the release, spilling, leaking, emission, discharge, escape, leaching, or disposal of a contaminant into the environment in a manner that causes a ground water quality standard to be exceeded, injures a beneficial use of ground water, or is not in accordance with a permit, consent order or applicable best management practice, best available method or best practical method.” For questions, contact Albert Crawshaw, Waste & Remediation Manager, at (208) 373-0550. 6. ADDITIONAL NOTES • If an underground storage tank (UST) or an aboveground storage tank (AST) is identified at the site, the site should be evaluated to determine whether the UST is regulated by DEQ. EPA regulates ASTs. UST and AST sites should be assessed to determine whether there is potential soil and ground water contamination. Please call DEQ at (208) 373-0550, or visit the DEQ website tanks/leaking-underground-storage-tanks-in-idaho/ for assistance. • If applicable to this project, DEQ recommends that BMPs be implemented for any of the following conditions: wash water from cleaning vehicles, fertilizers and pesticides, animal facilities, composted waste, and ponds. Please contact DEQ for more information on any of these conditions. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 5 We look forward to working with you in a proactive manner to address potential environmental impacts that may be within our regulatory authority. If you have any questions, please contact me, or any of our technical staff at (208) 373-0550. Sincerely, Aaron Scheff Regional Administrator DEQ-Boise Regional Office EDMS#: 2021AEK198 ---PAGE BREAK--- File # FP-21-19 Page 1 Saddlewood Subdivision Final Plat- Phase 1 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: City of Star Planning Department MEETING DATE: October 12, 2021 FILE(S) FP-21-19, Final Plat, Saddlewood Subdivision, Phase 2 REQUEST Applicant is seeking approval of a Final Plat for Saddlewood Subdivision Phase 2, consisting of 24 residential lots and 5 common lots on 4.7 acres. The phase is located on the western portion of the approved preliminary plat, at 864 N. Star Road in Star, Idaho. Ada County Parcels S0408233800. APPLCIANT/REPRESENTATIVE: OWNER: Inspiration Homes Idaho, LLC Inspiration Homes Idaho, LLC 338 S. Long Bay Way 338 S. Long Bay Way Star, Idaho 83669 Star, Idaho 83669 PROPERTY INFORMATION Land Use Designation - Residential R-5-DA Phase 2 Acres - 4.7 acres Residential Lots - 24 Common Lots - 5 HISTORY • July 19, 2020 – Application for Re-Zone from RUT to R-7 and a Development Agreement was accepted by the City. • August 18, 2020 – Public Hearing for Re-Zone and DA – Council Approved R-5 and the DA. ---PAGE BREAK--- File # FP-21-19 Page 2 Saddlewood Subdivision Final Plat- Phase 1 • November 2, 2020 – Ordinance 316 was recorded with Ada County regarding Re-zone and DA. • January 19, 2021 – Council approved the preliminary plat (PP-20-20). • May 4, 2021 – Council approved the final plat of Phase 1 (FP-21-09) to include 25 residential lots, leaving 24 lots for phase 2. GENERAL DISCUSSION The applicant is requesting approval of the Final Plat for phase 2 of Saddlewood Subdivision consisting of 24 residential lots and 4 common lots on 4.7 acres. The Final Plat layout for Phase 2 generally complies with the approved Preliminary Plat. Original Preliminary Plat Review: Site Data: All Phases Total Acreage of Site – 9.90 acres Total Number of Lots – 56 lots Total Number of Residential Lots – 49 lots Total Number of Common Lots – 7 lots Total Number of Commercial Lots – None Type of Units – Single Family Units Dwelling Units Per Gross Acre – 4.95 dwelling units per acre Total Acreage of Common Lots – 1.90 acres Percent of Site as Common Area – 19.4% Staff Analysis of Final Plat Submittal: The approved preliminary plat consisted of 49 residential lots and 7 common lots. Phase 1 has 25 residential lots. Phase 2 has 24 residential lots totaling the 49 approved on the preliminary plat. Lot Layout – The gross density of Phase 2 is 5.1 du/acre. The Final Plat indicates lot sizes range in size from 5,174 square feet to 7,681 square feet. The average buildable lot is 5,534 square feet. This is inline with the approved preliminary plat. Common/Open Space and Amenities – The current Unified Development Code, Section 8-4E-2 requires a development of this size to have 1 site amenity. The applicant is proposing a common area of 1.1 acres with a gazebo. The development will also have walking paths with benches and a picnic area. The development is also providing a path to the school on the south. The total of 1.90 acres of open space provides 18.01% usable open space which satisfies section 8-4E-2 of the Unified Development Code. ---PAGE BREAK--- File # FP-21-19 Page 3 Saddlewood Subdivision Final Plat- Phase 1 Landscaping - Landscaping as required by the Unified Development Code, Street Trees; the minimum density of one tree per thirty-five (35) linear feet is required. The landscaping plan, as submitted appears to satisfy this requirement. Common Area landscape requirements call for one deciduous shade tree per 4,000 square feet. The plan as submitted meets these requirements. Staff would like to recognize the extra trees placed along the back of the homes on the south of the development and the extra landscaping in the buffers along Star Road. Setbacks – Applicant received setback waivers when the property was rezoned and entered into a Development Agreement on August 18, 2020. The property will have R-7 setbacks, 3 feet interior side yard setback for single-level homes and 5 feet interior side yard setback for two-story homes. Streetlights – Streetlight design specifications have been submitted with the final plat application and they meet the dark sky standards consistent with the intent of the City. Streetlights shall be consistent throughout the remaining phases of the subdivision. Mailbox Clusters – The Star Postmaster, Mel Norton has approved the location of the mailbox clusters for this development. They are to be located on the southeast corner of Lot 1, Block 9 facing south and accessible from the street. This letter of approval is part of the applicant’s original submittal package. Street Names – Applicant has provided documentation from Ada County that the proposed street names have been approved. Correct street names are reflected on the final plat. Sidewalks - Sidewalks are proposed at five-foot widths and will be attached throughout the overall subdivision. Street Width - Streets in the Saddlewood Subdivision are proposed to be public throughout the development. Proposed local streets measure 36 ft from back of curb to back of curb on the submitted preliminary plat. This street width satisfies UDC Section 8- 6B-2. Traffic Calming – The entry road into this development has knuckles built in to help calm traffic. No parking signs will need to be placed at Block 1 and Block 2 Lots 7 & 8. There will also be this same requirement in phase 2, that will be addressed at that time. ACHD must approve all traffic calming proposed on public streets. Street Length – Given the length of the street and that phase 1 does not have any additional access points, applicant/owner will be required to provide an all-weather ---PAGE BREAK--- File # FP-21-19 Page 4 Saddlewood Subdivision Final Plat- Phase 1 surface turn around that meets Fire Department standards or provide an all-weather surface to the stub streets either to the north or south in order to allow emergency services turn around access. PUBLIC NOTIFICATIONS Notifications of this application were sent to agencies having jurisdiction on September 16, 2021. September 29, 2021 Keller Associates Checklist September 24, 2021 DEQ Standard Response FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve this Final Plat, the Unified Development Code requires that Council must find the following: A. The Plat is in conformance with the Comprehensive Plan. The Council finds that this subdivision upon Preliminary Plat approval was in conformance with the Comprehensive Plan; no changes have been made to change this status. B. Public services are available or can be made available and are adequate to accommodate the proposed development. Staff finds that all public services are available and able to accommodate this development. C. There is public financial capability of supporting services for the proposed development. Staff knows of no financial hardship that would prevent services from being provided. D. The development will not be detrimental to the public health, safety or general welfare; and, Staff finds no facts to support that this subdivision phase will be detrimental to the public health, safety or general welfare. E. The development preserves significant natural, scenic or historic features. Staff finds that existing conditions have not substantially changed from the approved Preliminary Plat of this subdivision. ---PAGE BREAK--- File # FP-21-19 Page 5 Saddlewood Subdivision Final Plat- Phase 1 CONDITIONS OF APPROVAL 1. The approved Final Plat for Saddlewood Subdivision Phase 1 shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star, and all conditions of approval in the approved preliminary plat and recorded development agreement. 2. ITD Proportionate Shares shall be collected by the City for this phase in the amount of $17,755.20 (24 lots x $739.80/lot) prior to signature of the final plat. 3. The property associated with this approved Final Plat, in addition to the property of all future phases shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code Chapter 3, Section 3-1-1 through 3-1-7. 4. The entrance to W. State Street (Highway 44) shall be cleaned to include dirt, dust, rocks, mud, and other debris. All trash shall be secured on site and trash receptacles emptied on a regular basis to avoid blowing debris. 5. During the entire construction process, dust from the site must be minimized as much as possible. Water trucks should be used as appropriate. Excess dust could result in fines and or work stoppage. 6. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. A copy of signed irrigation agreements shall be submitted to the City prior to signature of the final plat. 7. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. 8. Lots 10 & 12, Block 2 in the northeast corner of the subdivision shall be limited to one- story homes. 9. The approved Landscaping Plan shall comply with the City of Star Unified Development Code regarding landscaping, both internal buffers and frontages. (See Section 8-4 B Landscaping Requirements) 10. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. 11. Streetlights shall comply with the Star City Code and shall be of the same design throughout the entire subdivision and shall be maintained by the Homeowners Association. Streetlights shall be installed and operational prior to any building permit. If streetlights are not installed prior to final plat signature, bonding shall be required. Design shall follow Code with requirements for light trespass and “Dark Skies” lighting. 12. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance. ---PAGE BREAK--- File # FP-21-19 Page 6 Saddlewood Subdivision Final Plat- Phase 1 13. The subsequent Final Plats shall comply with and be in accordance with the current City of Star Code, with the exception of any waivers granted by Council. 14. Requested surety bond shall be required at 150% of the total estimated installed cost, as approved by the City Engineer or Administrator. The term of approval shall not exceed 180 days. (See Section 8-1 C-1 of the Unified Development Code for a list of eligible items.) 15. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met. 16. A separate sign application is required for any subdivision sign. 17. As built plans for pressurized irrigation systems shall be submitted to the City of Star prior to any building permits being issued. 18. Applicant shall provide the City with two full size and one 11”x17” copy of the signed recorded final plat with all signatures, prior to any building permits being issued. 19. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 20. The mylar/final plat shall be signed by the owner, Surveyor, Central District Health, ACHD and City Engineer, prior to being delivered to the City of Star for City Clerk’s signature. 21. All common areas shall be owned and maintained by the Homeowners Association. 22. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of any construction. 23. A copy of the recorded CC&R’s shall be submitted to the City of Star prior to any building permits being issued. 24. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION The Star City Council File # FP-21-19 Saddlewood Subdivision, Final Plat, Phase 2 on 2021. ---PAGE BREAK--- Saddlewood Subdivision Vicinity Map ---PAGE BREAK--- RSC W. FLOATING FEATHER RD. N. STAR RD. HIDDEN BROOK DR. W. BLAKE DR. W. W. STATE ST. (SH-44) N. PLUMMER RD. PROJECT SITE E TJB E E E E TRNS E T T H Y D W SS E E E E SS TRNS W W W H Y D W WW T IR WECT H Y D W W SS W W SS W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L R/W TBM#1 TBM#2 R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L BLOCK 1 1 2 3 4 5 6 7 8 MIDDLE CREEK SUBDIVISION NO. 3 BK. 78 PG. 8211 MIDDLE CREEK SUBDIVISION NO. 4 BK. 79 PG. 8405 STAR ELEMENTARY SCHOOL 7 8 BLOCK 6 BLOCK 7 W. HAZLEWOOD DR. 31 30 29 28 27 26 25 24 23 22 21 20 6 5 N. MIRA AVE. N. CELESTE AVE. N. KNOX AVE. 13 14 15 16 17 18 19 20 21 22 23 24 25 BLOCK 5 R/W P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L W. HIDDEN BROOK DR. P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L 13 WATERVIEW ESTATES SUBDIVISION NO. 2 BK. 90 PG. 10417 W. BOX CANYON ST. W. BOX CANYON CT. N. ISLAND PARK AVE. BLOCK 6 12 11 10 9 8 7 6 5 4 3 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 1 1 1 BLOCK 6 BLOCK 5 N. STAR RD. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W. HIDDEN BROOK DR. P/L P/L P/L P/L BLOCK 5 P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L 14 15 16 17 18 19 20 17 36 16 15 14 13 12 11 10 18 19 20 21 22 32 33 34 35 36 BLOCK 4 BLOCK 4 N. KNOX PL. WATERVIEW ESTATES SUBDIVISION NO. 3 BK. 93 PG. 11293 R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L 21 21 22 23 24 25 26 39 40 41 42 1 2 3 4 5 6 7 BLOCK 4 BLOCK 7 N. MIRA WAY W. KYOGA ST. WATERVIEW ESTATES SUBDIVISION NO. 4 BK. 106 PG. 14528 BLOCK 1 BLOCK 2 1 2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L 3 4 SADDLEBROOK SUBDIVISION PHASE 1 BK. 87 PG. 9842 W. BLAKE DR. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L R/W R/W R/W P/L P/L P/L R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L W. HIDDEN BROOK DR. BLOCK 3 BLOCK 3 BLOCK 1 BLOCK 4 PRISTINE MEADOWS SUBDIVISION NO. 1 BK. 95 PG. 11741 1 1 1 2 3 4 5 6 7 8 9 10 11 12 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UNPLATTED N. COTTAGE COVE WAY W. HIDDEN POINT ST. OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOP TOP TOP TOP TOP TOP TOP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB SD SD SD OHP IRR IRR IRR IRR IRR IRR IRR W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS TP-1 TP-3 TP-4 SS SS SS SS SS SS S S S S S S S S S S S SD SHAWN & JERRI DILLON 11161 W. BOX CANYON CT. STAR, ID. 83669-5672 12 TERRI L. PAFFILE 11153 W. BOX CANYON CT. STAR, ID. 83669-5672 EDWARD JAMES BISCHOFBERGER TRUST EDWARD JAMES BISCHOFBERGER - TRUSTEE 1227 GOLDEN EAGLE CT. GARDNERVILLE, NV. 89410 LEONARD A. & JULIE A. STALLINGS 11121 W. BOX CANYON CT. STAR, ID. 83669-5672 JILLIAN E. & WILLIAM R. GARRIGUES P.O. BOX 265 STAR, ID. 83669 JONATHAN E. FELLOWS 5052 N. ELMSTONE AVE. MERIDIAN, ID. 83646 DARREL R. HAWKS, JR. 1703 W. SUNSHINE DR. FLAGSTAFF, AZ. 86005 BRENT & JENNIFER RODIN 11033 W. BOX CANYON ST. STAR, ID. 83669-5692 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 DWIGHT L. & NAOMI G. BLAUER 11169 W. BOX CANYON CT. STAR, ID. 83669-5672 DAVID & NADINE A. VELOZ 11177 W. BOX CANYON CT. STAR, ID. 83669-5672 ADAM R. & KATIE A. CONKLIN 11183 W. BOX CANYON CT. STAR, ID. 83669-5672 BRADLEY BOWDEN 11188 W. BOX CANYON CT. STAR, ID. 83669-5672 PEGGY L. KAMMERER TRUST PEGGY L. KAMMERER - TRUSTEE P.O. BOX 633 STAR, ID. 83669 ISHII FAMILY TRUST RONALD S. ISHII - TRUSTEE 11174 W. BOX CANYON CT. STAR, ID. 83669-5672 VICKI L. RICE 947 N. ISLAND PARK AVE. STAR, ID. 83669 CLARK & DANIELLE F. MCKITRICK 961 N. ISLAND PARK AVE. STAR, ID. 83669 ROSS E. & WENDY J. MILLER 985 N. ISLAND PARK AVE. STAR, ID. 83669 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 ORVILLE & TAMMY WATERS 950 N. ISLAND PARK AVE. STAR, ID. 83669 MATTHEW MALLOY 964 N. ISLAND PARK AVE. STAR, ID. 83669 JEFFREY RICHARD & DONNE AUSTIN 988 N. ISLAND PARK AVE. STAR, ID. 83669 ERVIN C. & MARTHA M. MARTEN 11048 W. BOX CANYON ST. STAR, ID. 83669 STEVEN E. & TIARA M. ROPER 11054 W. BOX CANYON ST. STAR, ID. 83669 WALTER B. & PATRICIA A. KING 11060 W. BOX CANYON ST. STAR, ID. 83669 ROBERT & KENDRA HAUBER 10998 W. BOX CANYON ST. STAR, ID. 83669 ELIZABETH DAWN GUSTAVSON & MICHAEL WAYNE DAVIS 10992 W. BOX CANYON ST. STAR, ID. 83669 RONALD LOUIS GIUNTINI 10984 W. BOX CANYON ST. STAR, ID. 83669 N. DENISE JACO 926 N. PARK VISTA AVE. STAR, ID. 83669 THOR R. JORGENSEN 914 N. PARK VISTA AVE. STAR, ID. 83669 KYLE MERIC & RAMSEY RENNE YEARSLEY 970 W. GOOSE LAKE CT. EAGLE, ID. 83616 ANNA C. & ANITA LENORE PARKER 11015 W. BOX CANYON ST. STAR, ID. 83669 CORBIN O. & DEBRIANNE M. HOHSTADT 10987 W. BOX CANYON ST. STAR, ID. 83669 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 ROBERT & CHRISTINA FREER 10911 W. HIDDEN BROOK DR. STAR, ID. 83669 JON & SHAWNA BUETTNER 10885 W. HIDDEN BROOK DR. STAR, ID. 83669 NOELLE NICULA 10833 W. HIDDEN BROOK DR. STAR, ID. 83669 GEORGE J. & SALLY M. OTTO 10789 W. HIDDEN BROOK DR. STAR, ID. 83669 PETER FRULING 10745 W. HIDDENBROOK DR. STAR, ID. 83669 GENE & JULIE JENSEN 2600 HIGHWAY 45 MELBA, ID. 83641 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 WILLIAM J. & HEATHER R. HOLMAN 10934 W. HIDDEN BROOK DR. STAR, ID. 83669 JACOB W. SWAPP & JESSIE JOHNSON 10976 W. HIDDEN BROOK DR. STAR, ID. 83669 ROBERT & VIRGINIA BRUMPTON FAMILY LIVING TRUST VIRGINIA E. BRUMPTON - TRUSTEE 10988 W. HIDDEN BROOK DR. STAR, ID. 83669 JUDD J. & JILLIAN C. PATTERSON 10990 W. HIDDEN BROOK DR. STAR, ID. 83669 JONATHAN KYLE & BRANDY LEIGH TAKAC 10994 W. HIDDEN BROOK DR. STAR, ID. 83669 BRIAN & TERESA BOYD P.O. BOX 639 STAR, ID. 83669 ADRIEN CORONADO 11180 W. GUNSMOKE ST. BOISE, ID. 83713 KY & HEIDI RANSLEY 987 N. KNOX PL. STAR, ID. 83669 RICHARD M. REYNOLDS 1015 N. KNOX PL. STAR, ID. 83669 JOHN & CAROLYN GREGG 1023 N. KNOX PL. STAR, ID. 83669 RYAN S. & DAUN D. OLSEN 1049 N. KNOX PL. STAR, ID. 83669 KELLY L. HAINES 1081 N. KNOX PL. STAR, ID. 83669 KATHLEEN S. & RUSS R. POOLE 938 N. KNOX PL. STAR, ID. 83669 COLBY NITZEL P.O. BOX 669 STAR, ID. 83669 VICTOR J. & DONNA F. POLICH 1002 N. KNOX PL. STAR, ID. 83669 JOSEPH CARMONA 1034 N. KNOX PL. STAR, ID. 83669 MARK & GRETCHEN JENSON 983 N. MIRA WAY STAR, ID. 83669 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 KENNETH PEIGHTEL 1007 N. MIRA WAY STAR, ID. 83669 JOHN & LINDA DEPUTY 1031 N. MIRA WAY STAR, ID. 83669 MAX W. ALLSTOT, JR. 1055 N. MIRA WAY STAR, ID. 83669 KENNETH C. & JUDY M. WILKES 1028 N. MIRA WAY STAR, ID. 83669 MORROW FAMILY TRUST 6/4/2020 GREGORY THOMAS MORROW - TRUSTEE 1020 N. MIRA WAY STAR, ID. 83669 DOUGLAS & SHELLI LOUISE TYLER 1008 N. MIRA WAY STAR, ID. 83669 DOUGLAS W. & PEGGY J. LEE 998 N. MIRA WAY STAR, ID. 83669 ROBERT & MARCIA INGERSOLL 986 N. MIRA WAY STAR, ID. 83669 KELTON E. & KRISTINA SPAIN 10654 W. KYOGA ST. STAR, ID. 83669 JERRY L. & F. CRABBE 10628 W. KYOGA ST. STAR, ID. 83669 KAREN T. BAYSINGER 921 N. MIRA WAY STAR, ID. 83669 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 DANIEL M. & KATHLEEN GEIB 909 N. MIRA WAY STAR, ID. 83669 MERYL & SUSAN M. RICKEY 10691 W. KYOGA ST. STAR, ID. 83669 VANCE L. & PAMELA S. BRIDDELL 10669 W. KYOGA ST. STAR, ID. 83669 BALLARD & CHRISTI LARSEN 10637 W. KYOGA ST. STAR, ID. 83669 WEST ADA SCHOOL DISTRICT 1303 E. CENTRAL DR. MERIDIAN, ID. 83642 KURT & CARLEE SIMPSON 10946 W. HAZELWOOD DR. STAR, ID. 83669 DONALD W. DODGE & COURTNEY L. COLLINS-DODGE 781 N. CELESTE AVE. STAR, ID. 83669 EDWARD T. & CARMA S. BARNES 759 N. CELESTE AVE. STAR, ID. 83669 CRAIG A. KELLEY 737 N. CELESTE AVE. STAR, ID. 83669 AUTUMN RAY & KERRY DON LEWIS 715 N. CELESTE AVE. STAR, ID. 83669 MARILYN ROMERO 10928 W. HAZELWOOD DR. STAR, ID. 83669 SUMITRA D. PATEL 1386 W. WHITE SANDS DR. MERIDIAN, ID. 83646 FREDERICK T. & BARBARA F. SMOLE 10892 W. HAZELWOOD DR. STAR, ID. 83669 BRADLEY KENT & CARRIE RAE HICKEL 16035 S.E. 45th PL. BELLEVUE, WA. 98006 AMERICAN HOMES 4 RENT PROPERTIES FIVE, LLC. 30601 AGOURA RD. STE. 200 AGOURA HILLS, CA. 91301 DAVID S. GLADFELDER 10838 W. HAZELWOOD DR. STAR, ID. 83669 CASE FAMILY TRUST CHARLIE M. CASE, JR. - TRUSTEE 369 ARROWHEAD DR. CARSON CITY, NV. 89706-0137 CHARLES PISOR 6282 WOODMAN DR. OROVILLE, CA. 95966 DAVID ALBERT & CANDACE A. HONEY 10766 W. HAZELWOOD DR. STAR, ID. 83669 COLBY & SARAH ROBINSON 10748 W. HAZELWOOD DR. STAR, ID. 83669 BAYDA AL SHAIKHLI 10730 W. HAZELWOOD DR. STAR, ID. 83669 MONIQUE A. LEFFLER 10712 W. HAZELWOOD DR. STAR, ID. 83669 DEBRA A. WILTON-PINSKI 10694 W. HAZELWOOD DR. STAR, ID. 83669 NATHAN J. RICH 738 N. CELESTE AVE. STAR, ID. 83669 BRUCE E. & PATTY G. BAIRD 716 N. CELESTE AVE. STAR, ID. 83669 MIDDLE CREEK NEIGHBORHOOD ASSOC., INC. 119 S. VALLEY DR. STE. A #139 NAMPA, ID. 83686 ANDREW J. & MADISON V. PRITCHARD 10891 W. HAZELWOOD DR. STAR, ID. 83669 JOANNE E. HAHN 10873 W. HAZELWOOD DR. STAR, ID. 83669 AMANDA FEELY 1584 S. LAKE CREST WAY EAGLE, ID. 83616 PETER C. & JANINA WISNIOWSKI P.O. BOX 10263 MERIDIAN, ID. 83680 JAMES A. & MARGARET A. VOGELPOHL 10819 W. HAZELWOOD DR. STAR, ID. 83669 DARIN L. & NAOMI L. FREDERICK 10801 W. HAZELWOOD DR. STAR, ID. 83669 PATRICIA L. & MICHAEL H. GROENIGER 10783 W. HAZELWOOD DR. STAR, ID. 83669 LUCAS BUDELL 10765 W. HAZELWOOD DR. STAR, ID. 83669 DANIEL D. EPP & MAUREEN R. DUKE 10747 W. HAZELWOOD DR. STAR, ID. 83669 JULIE A. GRAVES & ERIC REED 10729 W. HAZELWOOD DR. STAR, ID. 83669 THEODORE E. HANSON 713 N. MIRA AVE. STAR, ID. 83669 COLTON LEE ORR 736 N. MIRA AVE. STAR, ID. 83669 CHARLES SCHLEKEWAY 1173 W. RUSH RD. EAGLE, ID. 83616-3623 SPENCER A. SEAL 10657 W. HAZELWOOD DR. STAR, ID. 83669 STEVEN L & SHERI L JONES TRUST 6743 SCHMIDT LN. STAR, ID. 83669 ALEX M. & ERIN M. KUENEMAN 10676 W. HAZELWOOD DR. STAR, ID. 83669 MARTIN TAILLEFER & GEORGE THRUSH 10658 W. HAZELWOOD DR. STAR, ID. 83669 CITY OF STAR P.O. BOX 130 STAR, ID. 83669 SADDLEBROOK SUB. H.O.A., INC. P.O. BOX 810 STAR, ID. 83669 SJD HOLDINGS, LLC. 767 N. STAR RD. STAR, ID. 83669 STEVEN R. MORROW 11240 W. BLAKE DR. STAR, ID. 83669 KATHERINE & HANS HAMILTON 11315 W. HIDDEN POINT ST. STAR, ID. 83669 & CODY MAY 11281 W. HIDDEN POINT ST. STAR, ID. 83669 ROBERT & ELAINE MITCHELL 11249 W. HIDDEN POINT ST. STAR, ID. 83669 LYLE & MARGARET SMITH 790 N. COTTAGE COVE WAY STAR, ID. 83669 JOANNA S. DAVIS 822 N. COTTAGE COVE WAY STAR, ID. 83669 JAY A. & CHRISTA L. BATES 848 N. COTTAGE COVE WAY STAR, ID. 83669 CHARLES C. HALL 864 N. COTTAGE COVE WAY STAR, ID. 83669 MICHAEL D. & THERESA A. MORGAN 886 N.COTTAGE COVE WAY STAR, ID.83669 KEVIN B. & AMY L. PITT 910 N. COTTAGE COVE WAY STAR, ID. 83669 ANNA E. & SEAN M. HILL 932 N. COTTAGE COVE WAY STAR, ID. 83669 REINHARDT FAMILY REVOC LIV TRUST DON REINHARDT 954 N. COTTAGE COVE WAY STAR, ID. 83669 MARC ANTHONY & MELISSA BURNHAM 963 N. COTTAGE COVE WAY STAR, ID. 83669 TRAVIS W. MASON 941 N. COTTAGE COVE WAY STAR, ID. 83669 TONI L. & CODY D. SMITH 919 N. COTTAGE COVE WAY STAR, ID. 83669 DANIEL R. & ADDIE C. MARTIN 897 N. COTTAGE COVE WAY STAR, ID. 83669 CLINTON P. & KELLIE R. MAYER 875 N. COTTAGE COVE WAY STAR, ID. 83669 JIMMIE A. & CHERYL K. WALSTON 853 N. COTTAGE COVE WAY STAR, ID. 83669 CARPENTER FAMILY LIVING TRUST 7/29/2019 C. MICHAEL CARPENTER - TRUSTEE 1905 N. WILLOW GLEN PL. STAR, ID. 83669 A. J. & JENNIFER M. STROUP 840 N. PINE BROOK WAY STAR, ID. 83669 JEFFREY & YESENIA SANGILLO 862 N. PINE BROOK WAY STAR, ID. 83669 JOSHUA M. NICKS 884 N. PINE BROOK WAY STAR, ID. 83669 AMY ADAMS 906 N. PINE BROOK WAY STAR, ID. 83669 ERIC SIMS 928 N. PINE BROOK WAY STAR, ID. 83669 SARAH U. WYSS-MEDLEY 950 N. PINE BROOK WAY STAR, ID. 83669 ANGELA GREGERSEN SAVICKAS 972 N. PINE BROOK WAY STAR, ID. 83669 PAVILION HOMEOWNERS ASSOCIATION, INC. P.O. BOX 1246 MERIDIAN, ID. 83680 PAVILION HOMEOWNERS ASSOCIATION, INC. P.O. BOX 1246 MERIDIAN, ID. 83680 SADDLEBROOK SUB. H.O.A., INC. P.O. BOX 810 STAR, ID. 83669 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 WATERVIEW ESTATES SUB H.O.A. 23 P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L SD SD SD P/L P/L P/L P/L BLOCK 1 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 2 3 4 5 6 7 8 9 10 12 13 14 15 BLOCK 2 1 2 3 4 5 6 7 8 9 10 11 12 13 1 15 17 16 18 19 20 21 22 23 1 1 BLOCK 3 EP EP EP EP EP EP 11 30" GIRR 30" HEADGATE PAVED PATHWAY S89°22'11"E 32.00' N89°22'04"W 32.00' 163.51' N00°02'07"E 2654.72' 129.47' S89°22'11"E 1452.92' N00°02'07"E 292.98' S89°22'04"E 1452.87' S00°01'37"W 292.93' W 1/4 CORNER SECTION 8 P/L LANDSCAPE BERM LANDSCAPE BERM 30" GIRR 30" GIRR SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W P/L P/L P/L P/L 9 10 11 12 4 9 10 11 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W P/L P/L P/L P/L P/L P/L P/L 27 8 9 10 11 P/L 44 45 26 27 P/L 18 43 P/L P/L WATERVIEW ESTATES SUBDIVISION NO. 6 BK. 110 PG. 15899 P/L 12 13 PAMELA J. & NOLAN M. HANSEN 1083 N. MIRA WAY STAR, ID. 83669-5977 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 WATERVIEW ESTATES SUB H.O.A. P.O. BOX 1090 MERIDIAN, ID. 83680 GUSTAFSON FAMILY TRUST 1056 N. MIRA WAY STAR, ID. 83669-5977 BLOCK 7 BLOCK 4 KATHY ELLEN BROWN TRUST KATHY ELLEN BROWN - TRUSTEE 1084 N. MIRA WAY STAR, ID. 83669-5977 GREGORY J. & PATRICE A. BELLUOMINI REV TRUST 07/26/13 GREGORY J. BELLUOMINI - TRUSTEE 10590 W. KYOGA ST. STAR, ID. 83669-5979 GEORGE A. & M. CLAIRE PITRON 10621 W. KYOGA ST. STAR, ID. 83669-5978 CHARLES S. & ROSEMARIE N. SCHOENWALD 10640 W. HAZELWOOD DR. STAR, ID. 83669-5518 KENNETH FRANK & NANCY BROOKS 10622 W. HAZELWOOD DR STAR, ID. 83669-5518 STEPHEN BEASON 10604 W. HAZELWOOD STAR, ID. 83669-5518 MICHAEL R. BEDWELL 10586 W. HAZELWOOD D STAR, ID. 83669-5537 TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB IRR TOB TOB TOB TOB TOB TOB FLAKE LATERAL JACKSON LATERAL MIDDLETON MILL CANAL N. PARK VISTA AVE. SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 14 12 24 1 W W W W W W W W W W W W W W W W W EP EP PHASE 2 PHASE 2 PHASE 1 PHASE 1 PAVED PATHWAY GRASSY RETENTION BASIN WITH SAND WINDOW GAZEBO MAILBOX CLUSTER RETENTION SWALE 17 1 RETENTION SWALE APPROX. MIDDLETON MILL DITCH CO. EASEMENT. REFER TO INSTR. NO. 103010482 35' MIDDLETON MILL DITCH CO. EASEMENT. APPROX. MIDDLETON MILL DITCH CO. EASEMENT. REFER TO PLAT, BOOK 78, PAGE 8211 APPROX. MIDDLETON MILL DITCH CO. EASEMENT. REFER TO PLAT, BOOK 79, PAGE 8405 35' 35' W. HIDDEN POINT ST. FLOATING FEATHER RD. NW CORNER SECTION 8 CP&F 105125343 2361.74' S00°01'14"W 2654.76' W. STATE ST. SW CORNER SECTION 8 CP&F 2018-006993 1 1 2 Revisions SADDLEWOOD SUBDIVISION STAR, IDAHO PRELIMINARY PLAT REUSE OF DRAWINGS CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING UNDERGROUND WORK [PHONE REDACTED] Know what'sbelow. Callbefore you dig. ® RSC SCALE IN FEET 0 80 40 80 160 1"=80' PRELIMINARY PLAT FOR DERRITT KERNER, P.E. ROCK SOLID CIVIL LLC 270 N. 27TH STREET SUITE 100 BOISE, ID 83702 (208) 342-3277 CIVIL ENGINEER LAWRENCE H. KOERNER, P.L.S. COMPASS LAND SURVEYING 623 11th AVENUE SOUTH NAMPA, ID 83651 (208) 442-0115 SURVEYOR INSPIRATION HOMES IDAHO, LLC MANAGER, MICHAEL KEYES 338 SOUTH LONG BAY WAY STAR, ID 83669 (208) 914-5322 OWNER STAR FIRE DISTRICT MIDDLETON MILL / MIDDLETON IRRIG. STAR SEWER & WATER DISTRICT (208) 286-7772 (208) 585-3207 (208) 286-7388 FIRE IRRIGATION WATER SEWER CABLE ONE (208) 375-8288 CABLE TV INTERMOUNTAIN GAS IDAHO POWER ADA COUNTY HIGHWAY DISTRICT CENTURYLINK (208) 377-6839 (208) 388-6320 (208) 387-6170 (208) 385-2440 NATURAL GAS ELECTRICITY ROADS TELEPHONE UTILITY REPRESENTATIVE PHONE UTILITY REPRESENTATIVES STAR SEWER & WATER DISTRICT (208) 286-7388 TOTAL ACRES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.77 ACRES DEDICATED R-O-W . . . . . . . . . . . . . . . . . . . . . . . 1.85 ACRES TOTAL LOTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 BUILDABLE LOTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 COMMON LOTS/ACREAGE . . . . . . . . . . . . . . 7 / 1.90 ACRES DENSITY DU/ACRES . . . . . . . . . . . . . . . . . . . . . . . 5.0 / ACRE EXISTING ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R-5 (CITY OF STAR) PROPOSED ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R-5 (CITY OF STAR) MINIMUM RESIDENTIAL LOT SIZE . . . . . . . . . . 5,120 sq.ft. AVERAGE RESIDENTIAL LOT SIZE . . . . . . . . . . . 5,360 sq.ft. DEVELOPMENT FEATURES: FRONT, REAR . . . . . . . . . . . . . . . . . . . . . . . . . 12' SIDE . . . . . . . . . . . . . . . . . . . . . . . 5' (EACH SIDE) * UNLESS OTHERWISE DIMENSIONED PROPOSED EASEMENTS: FEMA NOTE: FEMA ZONE . . . X (AREA OF MINIMAL FLOOD HAZARD) FIRM NO . . . . . . . . . . . . . . . . . . . . . . . . . . 16001C0130J EFFECTIVE DATE . . . . . . . . . . . . . . . June 19, 2020 FRONT (LIVING) . . . . . . . . . . . . . . . . . . . . . . . 15' FRONT (GARAGE) . . . . . . . . . . . . . . . . . . . . . 20' STREET SIDE . . . . . . . . . . . . . . . . . . . . . . . . 20' REAR . . . . . . . . . . . . . . . . . . 15' (SINGLE STORY) 20' (TWO-STORY) SIDE . . . . . . . . . . . . . . . . . . . . 3' (SINGLE STORY) 5' (TWO-STORY) BUILDING SETBACKS: 1" = 1000'± VICINITY MAP SEE SHEET 2 FOR LEGEND -NTS- STREET SECTION - ENTRANCE 10" OF 6" MINUS PIT RUN 2.5" ASPHALT, SP3, 0.50 INCH MIX, PG-58-28 4" OF 3/4" MINUS 5' WIDE, 5" THICK SIDEWALK PER ACHD SUPP. SD-709 6" VERTICAL CURB & GUTTER PER ACHD SUPP. SD-701 EXTEND BASE 6" BEYOND BACK OF CURB R/W CL 5' 10' 21' 52' 26' 26' 66' COMMON LOT 5' COMMON LOT 5' 6" ROUNDABOUT CURB (NO GUTTER) PER ACHD SUPP. SD-701B 10" OF 6" MINUS PIT RUN 2.5" ASPHALT, SP3, 0.50 INCH MIX, PG-58-28 4" OF 3/4" MINUS 5' WIDE, 5" THICK SIDEWALK PER ACHD SUPP. SD-709 6" VERTICAL CURB & GUTTER PER ACHD SUPP. SD-701 EXTEND BASE 6" BEYOND BACK OF CURB 21' 5' -NTS- TYPICAL STREET SECTION R/W R/W C/L 2% 16' 2' 5' 2' 16' 2' 5' 2' 36' 50' 2% 5' WIDE, 5" THICK SIDEWALK PER ACHD SUPP. SD-709 10" OF 6" MINUS PIT RUN 2.5" ASPHALT, SP3, 0.50 INCH MIX, PG-58-28 4" OF 3/4" MINUS 3" ROLLED CURB & GUTTER PER ACHD SUPP. SD-702 5' WIDE, 5" THICK SIDEWALK PER ACHD SUPP. SD-709 3" ROLLED CURB & GUTTER PER ACHD SUPP. SD-702 EXTEND BASE 6" BEYOND BACK OF CURB EXTEND BASE 6" BEYOND BACK OF CURB NOTES: 1. ALL LOTS TO BE SERVED BY EXTENSIONS TO THE MUNICIPAL WATER AND SANITARY SEWER SYSTEMS. 2. SURFACE STORM WATER DRAINAGE SHALL BE DIRECTED TO PROPOSED ONSITE STORM WATER MANAGEMENT FACILITIES AND RETAINED ON-SITE OR DIRECTED TO MIDDLETON MILL CANAL. 3. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. ALL LOTS WILL BE PROVIDED WITH PRESSURIZED IRRIGATION FROM A PRIVATE HOA PUMP STATION. 4. ALL LOTS (EXCEPT LOTS 1, 9, & 17, BLOCK 1; LOTS 1, 11, & 15, BLOCK 2; AND LOT 1, BLOCK 3) ARE TO BE DESIGNATED SINGLE FAMILY RESIDENTIAL. 5. LOTS 1, 9, & 17, BLOCK 1; LOTS 1, 11, & 15, BLOCK 2; AND LOT 1, BLOCK 3 TO BE DESIGNATED AS COMMON LOTS WITH A BLANKET PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENT. 6. DIRECT LOT ACCESS TO NORTH STAR ROAD IS PROHIBITED. 7. THE IRRIGATION LATERAL NAMED "JACKSON LATERAL" IS BEING PIPED ALONG SOUTH AND WEST SUBDIVISION BOUNDARY. 8. LOTS 10 & 12, BLOCK 2 SHALL BE RESTRICTED TO SINGLE STORY HOMES. 2' R/W 2' ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ R/W R/W R/W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BLOCK 1 1 2 3 4 5 BLOCK 6 W. HAZLEWOOD DR. 31 30 29 28 27 26 25 24 23 22 21 20 N. MIRA AVE. N. CELESTE AVE. N. KNOX AVE. 14 15 16 17 18 19 20 21 22 23 24 25 BLOCK 5 R/W R/W R/W R/W R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/ R/W R/W R/W R/W R/W R/W R/W 13 W. BOX CANYON ST. W. BOX CANYON CT. N. ISLAND PARK AVE. BLOCK 6 12 11 10 9 5 4 4 5 10 11 12 13 14 15 16 17 18 19 20 21 22 1 N. STAR RD. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W. HIDDEN BROOK DR. BLOCK 5 14 15 16 17 18 19 20 17 36 16 18 35 R/W R/W W R/W R/W R/W R/W 21 22 23 39 BLOCK 1 R/W /W 1 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOB TOB TOB TOB SD SD SD IRR IRR IRR IRR IRR IRR IRR W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS S S S S S S S S S S S S S S S SD SD SD SD BLOCK 1 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 2 3 4 5 6 7 8 9 10 12 13 14 15 BLOCK 2 1 2 3 4 5 6 7 8 9 10 11 12 13 1 15 17 16 18 19 20 21 22 23 1 1 BLOCK 3 11 SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W R/W TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB IRR TOB TOB TOB TOB FLAKE LATERAL JACKSON LATERAL MIDDLETON MILL CANAL N. PARK VISTA AVE. SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR W. HIDDEN POINT ST. 14 12 24 1 W W W W W W W W W W W W W W W W W W 17 1 W. HIDDEN POINT ST. W. HIDDEN POINT ST. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L1.00 GENERAL NOTES N. STAR ROAD SHEET L1.10 SHEET L1.20 SHEET L1.30 SITE LANDSCAPING INFORMATION SITE STATISTICS: OWNER INFO: CIVIL ENGINEER INFO: ---PAGE BREAK--- R/W R/W / / R/W R/W BLOCK 6 12 13 14 15 16 17 1 N. STAR RD. 1 1 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOP TOP TOP TOP SD SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS S S S S SD 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W FLAKE LATERAL SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR W. HIDDEN POINT ST. IRR W W W W W W W W W W W W IRR W. HID MATCHLINE - SEE L1.1 MATCHLINE - SEE L1.2 LANDSCAPE LEGEND STREET TREE & REAR YARD SCHEDULE PLANT SCHEDULE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L1.10 ---PAGE BREAK--- / / R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BLOCK 1 28 27 26 25 24 R/W R/W R/W 13 17 18 19 20 21 22 EP TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB W W W W SS S S S S S BLOCK 1 10 11 13 14 15 16 2 3 10 11 12 13 1 15 17 16 18 19 20 1 BLOCK 3 SS SS S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W ATERAL N. PARK VISTA AVE. IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 14 12 1 W W W W W W W W W W W W W W 17 1 W. HIDDEN POINT ST. MATCHLINE - SEE L1.1 MATCHLINE - SEE L1.2 MATCHLINE - SEE L1.2 MATCHLINE - SEE L1.3 LANDSCAPE LEGEND STREET TREE & REAR YARD SCHEDULE PLANT SCHEDULE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L1.20 ---PAGE BREAK--- R/W R/W R/W R/W BLOCK 1 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BLOCK 5 15 16 17 18 19 20 R/W R/W R/W R/W 21 UP EG B TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB B TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB EP UT IRR S SD SD SD SD SD SD SD 3 4 5 6 7 8 9 10 12 13 14 15 BLOCK 2 20 21 22 23 1 11 SS SS S S S S S S S S S S S S S S S S W W TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB JACKSON LATERAL MIDDLETON MILL CANAL SD SD SD SD IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 24 W W W W W W W W W W W W W W W W. HIDDEN POINT ST. MATCHLINE - SEE L1.2 MATCHLINE - SEE L1.3 LANDSCAPE LEGEND STREET TREE & REAR YARD SCHEDULE PLANT SCHEDULE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L1.30 PICNIC TABLE 6-FOOT BENCH ---PAGE BREAK--- CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L2.00 BOULDER PLACEMENT DETAIL SHRUB PLANTING DETAIL 2 DECIDUOUS TREE PLANTING DETAIL 3 CONIFEROUS TREE PLANTING DETAIL 4 1 6' VINYL PRIVACY FENCE 5 7 NOTES: Wilson Landing SANDSTONE ENTRY SIGN 6 5' WROUGHT IRON FENCE LANDSCAPE NOTES 3385 PEDESTAL 14 12" RUBBER PAD Ø5/8" (8 PLACES) 12" 4" 10" 6" 12" 10" 4" 12" 18" 16 3 4" 62 3 4" 48 14" 30 12" MAILBOX CLUSTER (TYPICAL) A NOTES: ---PAGE BREAK--- TYPICAL WOODEN PERGOLA STRUCTURE (FOR REFERENCE ONLY) 20'X14' PERGOLA STRUCTURE FRONT ELEVATION SIDE ELEVATION TOP VIEW ± A CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below. R South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. 2002 S. Vista Ave Boise, ID 83705 [PHONE REDACTED] Office [EMAIL REDACTED] www.sbbgo.com All rights reserved. Reproduction or use in any form or by any means without written permission of South Landscape Architecture P.C. Dba South Beck & Baird Landscape Architecture P.C. is unlawful and subject to criminal prosecution. No. Date Description THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT F O S C A P E A R C H I T E C T D N A L D E S N E C I L LA - 276 E T A T S I D A H O G. M I J M I H A N 1/11/2021 L2.01 ---PAGE BREAK--- LAMP/BALLAST MODE OPTICS CONSULT FACTORY FOR OTHER BALLAST CONFIGURATIONS AND LAMP OPTIONS WATTS TYPE VOLTS 400 350 HPS 320 315 5 250 210 5 200 64LED 2 80LED 2 120LED 2 PSMH 120 208 240 277 347 (CAN) 480 E 2 (ELECTRONIC) E 2 (ELECTRONIC) 2 – 120 THRU 277 ONLY 3 – G12 BASE 4 – POSITION SENSITIVE LAMP 5 – BALLAST ONLY STANDARD MAGNETIC BALLAST STANDARD MAGNETIC BALLAST MODEL MOUNTING FINISH OPTIONS DSS1 DSS2 DARK BRONZE RAL-8019-T GREEN RAL-6005-T WHITE RAL-9003-T GREY RAL-7004-T BLACK RAL-9005-T WALL MOUNT ARM MOUNT 4-90 . . . . . . . . 2-180 . . . . . . . 3-120 . . . . . . . 1 . . . . . . . . . . . . . WM . . . . . . . . . . . FOR SMOOTH FINISH REMOVE SUFFIX (EXAMPLE: RAL-9005) CONSULT FACTORY FOR CUSTOM COLORS STANDARD TEXTURED FINISH HORIZONTAL SEGMENTED REFLECTORS MODEL-2 VERTICAL SEGMENTED REFLECTOR REQUIRES CONVEX GLASS MODEL-1 FLAT GLASS LENS STANDARD FOR VERTICAL SEGMENTED REFLECTOR VERTICAL SEGMENTED REFLECTORS TYPE I I HR-II . . . . . . . . TYPE I I I HR-III. . . . . . . . TYPE I V HR-I V . . . . . . . . FORWARD THROW (HOUSE SIDE CUT-OFF) HR-FT-HSC. . . TYPE V SQUARE HR-V-SQ. . . . . ASYMMETRIC VR-ASY. . . SYMMETRIC VR-V-SQ. . . . Spec/Order Example: DSS1/315PSMH277E/HR-III/1/BL-RAL9005-T CHAIN MOUNTED MAX.) . . . . . . . . . . . . . . CM HOUSE SIDE SHIELD . . . . . HS PHOTO CELL + VLOTAGE (EXAMPLE: PC120V) . . . . PC+V SINGLE FUSE (120V, 277V) . . . . . . . . . SF DOUBLE FUSE (208V, 240V) . . . . . . . . . DF 3/4" IPS STEM MOUNT AND SWIVEL CANOPY MAX.) . . . . . . . . . . . . . . SM CONVEX GLASS LENS. . . DG CLEAR CONVEX LENS - ACRYLIC ( 175W MAX.) . . . . . . CA CLEAR CONVEX LENS - POLYCARBONATE ( 175W MAX.) . . CP OPAL CONVEX LENS - ACRYLIC ( 175W MAX.) . . . . . . WA OPAL CONVEX LENS - POLYCARBONATE ( 175W MAX.) . . WP 120 208 240 277 347 (CAN) 480 HPS PSMH 150T 3 150 100 70T 3 70 50 64LED 2 80LED 2 Fixture Spec/Order from this page. Arms, Poles and Bases See pages 59 & 60 for suggested Arm, Pole and Base combinations. Housing – (For up to 175W) – Ballast housing is spun from .080" aluminum. Internal ballast support bracket also functions as mounting reinforcement plate and has a minimum thickness of .125". (For 250W & above) – Ballast housing is cast from low copper (A356, < 0.2%) aluminum alloy, minimum .125" wall thickness. Optical housing is spun from .080" aluminum, hemmed at the edges. Lens frame is a one-piece .060" aluminum spinning surrounding a 3/16" tempered glass lens sealed with a continuous silicone gasket and attaches to the housing with the AccuhingeTM hinging mechanism. A captive stainless steel allows for tool less entry to the optical compartment which is sealed with a closed cell E.P.D.M. gasket. Mounting – When pendant mounted, the fixture housing is connected to the mounting arm by the Trulevel swivel which is internally welded to the housing and allows for fixture leveling prior to locking the swivel. When side arm mounted, the housing is externally welded to the mounting arm and the weld is blended to produce a smooth, continuous joint. Optics – Refer to page 62 for Optical System Specification. Electrical Components – Refer to page 62 for Electrical Components Specification. Finish – Electro-statically applied TGIC Polyester Powder Coat on substrate prepared with 20psi power wash at 140°F. All castings are shot blasted to provide a uniform surface prior to power wash and paint. A four step iron phosphate pretreatment for protection and paint adhesion is utilized. 400°F bake for maximum hardness and durability. DSS Fixture Specifications and Ordering Ballast Housing Socket Glass Lens Lamp by Others 58 www.usaltg.com U.S.ARCHITECTURAL/SUN VALLEY LTG. ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 1 of 6 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Saddlewood Subdivision No 2 Phase: 2 Date: 9/29/2021 Developable Lots: 24 Review No: 1 Developer: Inspiration Homes Idaho, Michael Keyes Tel: [PHONE REDACTED] Fax: Email: Engineer: Rock Solid Civil, Derritt Kerner Tel: [PHONE REDACTED] Fax: Email: Property Address: N Star Rd and W Hidden Brook Dr Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. Provided in phase 1. 5 X Verified written legal description. The legal description and plat do not match, please updated. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways (connectivity to adjacent developments), and irrigation piping. Please update instrument numbers before ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 2 of 6 final signatures are obtained. Update notes 2 and 3 to reference Star Sewer and Water District. 8 X Right to Farm Act Note on face of plat. 9 X Note on face of plat: “This subdivision is located within zone XX as shown on the firm panel , City of Star, Ada County, (or Canyon County?) Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” Update note to match exact wording. 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. In Owner Certification referencing sewer and water. 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance with the City’s code. Pg 6, line types are too similar to ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 3 of 6 read without zooming in very close, update so they are discernable from a full page view. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations and luminary types. At every corner and end of cul-de- sac. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT 21 X Provide completed Floodplain Application. Floodplain application must be approved prior to approval of final plat. 22 X Floodplain and floodway boundaries and elevations are shown on the grading plans and final plat. 23 X Building lowest floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 24 X Enclosed spaces located below 2-feet above the BFE adequately vented (1 square inch of venting per square foot of enclosed space). 25 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 26 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 27 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 28 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 29 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 30 X Grading plans show finished, existing, and base flood 1- foot contour elevations. 31 X Drainage facilities and easements are shown. 32 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 4 of 6 33 X Existing irrigation ditches, canals, and easements are shown. Please show existing conditions of Jackson Lateral, phase 1 improvements are not reflected in these drawings. 34 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 35 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 36 X Tops and toes of cut and fill slopes are set back from structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 37 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. 38 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 39 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 40 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 41 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 42 X Narrative is provided that describes the proposed method of stormwater retention. 43 X Drainage calculations contain no arithmetic errors. Drainage basin map areas match calculations. (Spot checked by City Engineer) Provide approval that stormwater can be discharged to existing seepage bed, calcs for both stormwater and sand and grease trap that show capacity is available and letter from HOA. Provide scale on basin map. How will stormwater be conveyed to the existing facility? Provide locations of catch basins and piping. 44 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 45 X Peak discharge rate and velocity through sand and ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 5 of 6 grease traps calculated and are less than 0.5 ft/sec. 46 X Section view of drainage facility provided. 47 X Able to determine drainage directions from information given. 48 X Drainage facilities do not conflict with other utilities. (Spot check by City Engineer 49 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 50 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho Catalog of Stormwater Best Management Practices”. 51 X 5-foot setback from property line maintained for drainage facilities. 52 X Drainage basin / pond dimensions listed or noted 53 X Drainage facilities drawn to scale on grading and drainage plan. 54 X Drain rock, ASTM C33 sand, or pond liner specified. 55 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. 56 X Vegetative cover shown over biofiltration facilities. 57 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 58 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 59 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 60 X The pressure irrigation system is not connected to the potable water system. 61 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. 62 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 63 X Main line distribution piping is 3-inches in diameter or greater. 64 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 65 X Applicant provided verification with a signed contract indicating written assurance that provisions have been made for ownership, operation, and maintenance of the irrigation system. ---PAGE BREAK--- Revised 5/29/08 9/24/2021 Page 6 of 6 66 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to be used as a secondary irrigation source. 67 X Provided verification that water rights will be transferred to the association managing entity. 68 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* 69 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 70 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments: Additional Construction Drawing Comments: ---PAGE BREAK--- September 24, 2021 By e-mail: [EMAIL REDACTED] City of Star P.O. Box 130 Star, Idaho 83669 Subject: Saddlewood Subdivision Phase 2, FP-21-19 Dear Mr. Nickel: Thank you for the opportunity to respond to your request for comment. While DEQ does not review projects on a project-specific basis, we attempt to provide the best review of the information provided. DEQ encourages agencies to review and utilize the Idaho Environmental Guide to assist in addressing project-specific conditions that may apply. This guide can be found at: The following information does not cover every aspect of this project; however, we have the following general comments to use as appropriate: 1. AIR QUALITY • Please review IDAPA 58.01.01 for all rules on Air Quality, especially those regarding fugitive dust (58.01.01.651), trade waste burning (58.01.01.600-617), and odor control plans (58.01.01.776). • All property owners, developers, and their contractor(s) must ensure that reasonable controls to prevent fugitive dust from becoming airborne are utilized during all phases of construction activities per IDAPA 58.01.01.651. • DEQ recommends the city/county require the development and submittal of a dust prevention and control plan for all construction projects prior to final plat approval. Dust prevention and control plans incorporate appropriate best management practices to control fugitive dust that may be generated at sites. • Citizen complaints received by DEQ regarding fugitive dust from development and construction activities approved by cities or counties will be referred to the city/county to address under their ordinances. Brad Little, Governor Jess Byrne, Director 1445 N Orchard Street, Boise, ID 83706 (208) 373-0550 ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 2 • Per IDAPA 58.01.01.600-617, the open burning of any construction waste is prohibited. The property owner, developer, and their contractor(s) are responsible for ensuring no prohibited open burning occurs during construction. • For questions, contact David Luft, Air Quality Manager, at (208) 373-0550. 2. WASTEWATER AND RECYCLED WATER • DEQ recommends verifying that there is adequate sewer to serve this project prior to approval. Please contact the sewer provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.16 and IDAPA 58.01.17 are the sections of Idaho rules regarding wastewater and recycled water. Please review these rules to determine whether this or future projects will require DEQ approval. IDAPA 58.01.03 is the section of Idaho rules regarding subsurface disposal of wastewater. Please review this rule to determine whether this or future projects will require permitting by the district health department. • All projects for construction or modification of wastewater systems require preconstruction approval. Recycled water projects and subsurface disposal projects require separate permits as well. • DEQ recommends that projects be served by existing approved wastewater collection systems or a centralized community wastewater system whenever possible. Please contact DEQ to discuss potential for development of a community treatment system along with best management practices for communities to protect ground water. • DEQ recommends that cities and counties develop and use a comprehensive land use management plan, which includes the impacts of present and future wastewater management in this area. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 3. DRINKING WATER • DEQ recommends verifying that there is adequate water to serve this project prior to approval. Please contact the water provider for a capacity statement, declining balance report, and willingness to serve this project. • IDAPA 58.01.08 is the section of Idaho rules regarding public drinking water systems. Please review these rules to determine whether this or future projects will require DEQ approval. • All projects for construction or modification of public drinking water systems require preconstruction approval. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 3 • DEQ recommends verifying if the current and/or proposed drinking water system is a regulated public drinking water system (refer to the DEQ website at: For non-regulated systems, DEQ recommends annual testing for total coliform bacteria, nitrate, and nitrite. • If any private wells will be included in this project, we recommend that they be tested for total coliform bacteria, nitrate, and nitrite prior to use and retested annually thereafter. • DEQ recommends using an existing drinking water system whenever possible or construction of a new community drinking water system. Please contact DEQ to discuss this project and to explore options to both best serve the future residents of this development and provide for protection of ground water resources. • DEQ recommends cities and counties develop and use a comprehensive land use management plan which addresses the present and future needs of this area for adequate, safe, and sustainable drinking water. Please schedule a meeting with DEQ for further discussion and recommendations for plan development and implementation. For questions, contact Valerie Greear, Water Quality Engineering Manager at (208) 373-0550. 4. SURFACE WATER • Please contact DEQ to determine whether this project will require an Idaho Pollution Discharge Elimination System (IPDES) Permit. A Construction General Permit from DEQ may be required if this project will disturb one or more acres of land, or will disturb less than one acre of land but are part of a common plan of development or sale that will ultimately disturb one or more acres of land. • For questions, contact James Craft, IPDES Compliance Supervisor, at (208) 373-0144. • If this project is near a source of surface water, DEQ requests that projects incorporate construction best management practices (BMPs) to assist in the protection of Idaho’s water resources. Additionally, please contact DEQ to identify BMP alternatives and to determine whether this project is in an area with Total Maximum Daily Load stormwater permit conditions. • The Idaho Stream Channel Protection Act requires a permit for most stream channel alterations. Please contact the Idaho Department of Water Resources (IDWR), Western Regional Office, at 2735 Airport Way, Boise, or call (208) 334-2190 for more information. Information is also available on the IDWR website at: channel-alteration-permits.html • The Federal Clean Water Act requires a permit for filling or dredging in waters of the United States. Please contact the US Army Corps of Engineers, Boise Field Office, at 10095 Emerald Street, Boise, or call [PHONE REDACTED] for more information regarding permits. For questions, contact Lance Holloway, Surface Water Manager, at (208) 373-0550. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 4 5. SOLID WASTE, HAZARDOUS WASTE AND GROUND WATER CONTAMINATION • Solid Waste. No trash or other solid waste shall be buried, burned, or otherwise disposed of at the project site. These disposal methods are regulated by various state regulations including Idaho’s Solid Waste Management Regulations and Standards (IDAPA 58.01.06), Rules and Regulations for Hazardous Waste (IDAPA 58.01.05), and Rules and Regulations for the Prevention of Air Pollution (IDAPA 58.01.01). Inert and other approved materials are also defined in the Solid Waste Management Regulations and Standards • Hazardous Waste. The types and number of requirements that must be complied with under the federal Resource Conservations and Recovery Act (RCRA) and the Idaho Rules and Standards for Hazardous Waste (IDAPA 58.01.05) are based on the quantity and type of waste generated. Every business in Idaho is required to track the volume of waste generated, determine whether each type of waste is hazardous, and ensure that all wastes are properly disposed of according to federal, state, and local requirements. • Water Quality Standards. Site activities must comply with the Idaho Water Quality Standards (IDAPA 58.01.02) regarding hazardous and deleterious-materials storage, disposal, or accumulation adjacent to or in the immediate vicinity of state waters (IDAPA 58.01.02.800); and the cleanup and reporting of oil-filled electrical equipment (IDAPA 58.01.02.849); hazardous materials (IDAPA 58.01.02.850); and used-oil and petroleum releases (IDAPA 58.01.02.851 and 852). Petroleum releases must be reported to DEQ in accordance with IDAPA 58.01.02.851.01 and 04. Hazardous material releases to state waters, or to land such that there is likelihood that it will enter state waters, must be reported to DEQ in accordance with IDAPA 58.01.02.850. • Ground Water Contamination. DEQ requests that this project comply with Idaho’s Ground Water Quality Rules (IDAPA 58.01.11), which states that “No person shall cause or allow the release, spilling, leaking, emission, discharge, escape, leaching, or disposal of a contaminant into the environment in a manner that causes a ground water quality standard to be exceeded, injures a beneficial use of ground water, or is not in accordance with a permit, consent order or applicable best management practice, best available method or best practical method.” For questions, contact Albert Crawshaw, Waste & Remediation Manager, at (208) 373-0550. 6. ADDITIONAL NOTES • If an underground storage tank (UST) or an aboveground storage tank (AST) is identified at the site, the site should be evaluated to determine whether the UST is regulated by DEQ. EPA regulates ASTs. UST and AST sites should be assessed to determine whether there is potential soil and ground water contamination. Please call DEQ at (208) 373-0550, or visit the DEQ website tanks/leaking-underground-storage-tanks-in-idaho/ for assistance. • If applicable to this project, DEQ recommends that BMPs be implemented for any of the following conditions: wash water from cleaning vehicles, fertilizers and pesticides, animal facilities, composted waste, and ponds. Please contact DEQ for more information on any of these conditions. ---PAGE BREAK--- Response to Request for Comment September 24, 2021 Page 5 We look forward to working with you in a proactive manner to address potential environmental impacts that may be within our regulatory authority. If you have any questions, please contact me, or any of our technical staff at (208) 373-0550. Sincerely, Aaron Scheff Regional Administrator DEQ-Boise Regional Office EDMS#: 2021AEK199 ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 1 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: City of Star Planning Department MEETING DATE: October 12, 2021 FILE(S) FP-21-21, Final Plat, Wildrye Creek Subdivision Phase 1 FP-21-20, Final Plat, Wildrye Creek Subdivision Phase 2 REQUEST Applicant is seeking approval of a Final Plat for Wildrye Creek Subdivision, Phase 1 consisting of 40 residential lots and 10 common lots on 14.85 acres and Phase 2 consisting of 33 residential lots and 8 common lots on 10.15 acres. These phases are located in the northern and middle portions of the approved preliminary plat, on N. Can Ada Road in Star, Idaho. The subject property is generally located on the east side of N. Can Ada Road, approximately ¼ mile south of W. New Hope Road. Ada County Parcel Number S0406325410. REPRESENTATIVE: APPLICANT: Owner: Jamie Parker Toll Southwest, LLC Rosti Land, LLC 3103 W. Sheryl Drive 313 W. Sheryl Drive 10980 Lower Bench Road Meridian, Idaho 83642 Meridian, Idaho 83642 Emmett, Idaho 83617 PROPERTY INFORMATION Land Use Designation - Residential R-3-DA Phase 1 Phase 2 Acres - 14.85 acres 10.15 acres Residential Lots - 43 33 Common Lots - 10 8 HISTORY 2007 Council approved applications for Annexation and Zoning (AZ-07-06) and Preliminary Plat (PP-07-05) and a Development Agreement for Taurus ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 2 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 Village Subdivision. The preliminary plat was approved for 168 single family residential lots. April 6, 2021 Council approved applications for a new Preliminary Plat (PP-21-02) and a Development Agreement Modification (DA- 21-01-MOD) For Wildrye Creek Subdivision. Preliminary Plat was approved for 169 single family residential lots. GENERAL DISCUSSION The Final Plat layout for Phase 1 & 2 generally complies with the approved Preliminary Plat. Staff Reviewed Comments from the Preliminary Plat Approval/Findings of Fact: Lot sizes as listed on the preliminary plat range in size from 6,050 square feet to 14,619 square feet, with an average buildable lot area of 8,508 square feet. The subdivision is proposed to develop in ten (10) phases. The Applicant has provided a variety of lot widths and depths for several different housing plans and types. The applicant has indicated that the development will contain a total of 11.93 acres (20.98%) of open space, of which 7.52 acres (13.23% is usable open space. The current Zoning Ordinance requires one site amenity for each 20-acres of development area and for each 75 units (total of 4 amenities is required). Proposed amenities within the development include the following: 1. Swimming Pool 2. Pool House 3. Tot Lot 4. Gazebo 5. Pocket Park 6. Pathways throughout As part of the landscape plan provided to the City, landscaping is depicted in the open space areas and along the exterior roadways within common area lots, with street trees being proposed within the front yards of the residential lots. The proposed street tree locations are consistent with the UDC, Chapter 4, Section B-7 C-3 Street Trees, requiring a minimum density of one tree per thirty-five (35) linear feet. The subdivision has been approved with the following dimensional standards: Sidewalks - Sidewalks are proposed at five-foot widths and will be detached throughout the overall subdivision with an 8’ landscape strip. ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 3 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 Pathways o Proposed 8 ft asphalt pathway along the Drainage District No. 2 Drain, that will be open to the public and connect Can Ada Road to Craftsman Estates subdivision. Pathway will include benches and landscaping. o Proposed internal, private, natural gravel pathway along the southern boundary of the property following the Middleton Canal. Proposed Setbacks: Preliminary Plat was approved with the setbacks originally approved in the 2007 Development Agreement. Those approvals are listed below. Minimum Street Frontage Minimum Front Yard Setback Minimum Rear Yard setback Minimum Interior Side Setback Minimum Street Side Setback 35’ 15’ to living space 20’ to garage space 15’ 5’ (1 & 2 stories) 15’ Staff analysis of Final Plat Submittal: Lot Layout – The gross density of Phase 1 is 2.90 du/acre, with lots ranging in size from 6,050 square feet to 9,375 square feet. The gross density of Phase 2 is 3.25 du/ac, with lots ranging in size from 7,475 square feet to 13,685 square feet. This is aligned with the Preliminary Plat. Common/Open Space and Amenities - To be completed in this phase: • Tot Lot • Shelter/Gazebo • Pocket Park w/ Bench Mailbox Clusters – Approval was given by Star Postmaster, Mel Norton on January 21, 2021 to place the mail cluster on lot 1 Block 5 for all phases of the development. This is the same lot as the pool and pool house and the proposed mail cluster looks to be located to the east of the pool on the north of the parking lot. The approval letter is included in the application packet. Streetlights – Applicant has proposed using a DSS or similar LED light that has a downward facing fixture and a flush head. These are the City suggested lights and will meet the “Dark Sky” criteria. The same streetlight design shall continue throughout the entire development. Street Names – Ada County modified a couple of street names since the preliminary plat was approved, impacting Phase 2. N. Desert Lily Ave was changed from one word to two, Desert Lily. This change has been reflected on the final plat submitted with this application. Subdivision Name – Wildrye Creek subdivision was confirmed by Ada County Development Services on December 15, 2020. The supporting documentation is in the application packet. ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 4 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 Landscaping - As required by the Unified Development Code, Chapter 8, Section 8-8C-2-M Street Trees; A minimum of one street tree shall be planted for every thirty-five (35) linear feet of street frontage. The applicant shall use “Treasure Valley Tree Selection Guide”, as adopted by the Unified Development Code. Section 8-8C-2, J5 states that a minimum of one deciduous shade tree per four thousand (4,000) square feet of common area shall be provided. The submitted landscape plan appears to satisfy these requirements. Fiber Optic Conduit – The City has been requiring newly approved subdivisions to install a 2” (High Density Polyethylene) HDPE SDR-11 roll pipe in the shared utility trench to be used for future fiber optic telecommunication cables. The Wildrye Creek Subdivision Preliminary Plat was approved prior to the establishment of this policy. Staff recommends that the developer provide this within all phases of the development. A condition of approval has been placed on this final plat approval. PUBLIC NOTIFICATIONS Notifications of this application were sent to agencies having jurisdiction on August 5, 2021. September 14 & 29, 2021 Keller Associates Review Checklist FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve this Final Plat, the Unified Development Code requires that Council must find the following: A. The Plat is in conformance with the Comprehensive Plan. The Council finds that this subdivision upon Preliminary Plat approval was in conformance with the Comprehensive Plan; no changes have been made to change this status. B. Public services are available or can be made available and are adequate to accommodate the proposed development. Staff finds that all public services are available and able to accommodate this development. C. There is public financial capability of supporting services for the proposed development. Staff knows of no financial hardship that would prevent services from being provided. D. The development will not be detrimental to the public health, safety or general welfare; and, Staff finds no facts to support that this subdivision phase will be detrimental to the public health, safety or general welfare. E. The development preserves significant natural, scenic or historic features. Staff finds that existing conditions have not substantially changed from the approved Preliminary Plat of this subdivision. ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 5 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 CONDITIONS OF APPROVAL 1. Owner/Developer will agree to install a 2” (High Density Polyethylene) HDPE SDR-11 roll pipe in the shared utility trench to be used for future fiber optic telecommunication cables. 2. Per the Development Agreement and prior to signing the final plat, developer is to pay the traffic mitigation fee required by the Idaho Transportation Department. The developer will pay the City $541 per buildable lot within each phase prior to signature on the final plat for the applicable phase, capped at $91,471. The City will allocate funds to roadway improvements in the vicinity of the project. Phase 1 has 43 residential lots for a fee of $23,263 (43 x $541). Phase 2 has 33 residential lots for a fee of $17,853 (33 x $541). Total for these two phases, the total amount is $41,116 (23,263 + $17,853). City Council added these Conditions of Approval at the Preliminary Plat • The public is permitted to use the proposed pathways within the new development. This will be a condition in the development agreement and part of the CC&R’s. • If the City includes the Middleton Canal in the upcoming City Pathway System, the applicant shall grant a public easement to accommodate a 10-foot wide, paved and ADA compliant public pathway along the canal. This will be a condition in the development agreement and part of the CC&R’s. • The applicant shall work with City Staff and the developer of Craftsman Estates to come up with solutions to the issue of the removal of the 2-foot buffer area between the two subdivisions. The applicant and/or City Staff shall update the neighbors on the proposed solutions and provide the Council with a summary of those communications. • The development shall include one-story homes along the entire eastern boundary of the subdivision. This shall be a condition in the development agreement and part of the CC&R’s. 3. The approved Preliminary Plat for Wildrye Creek Subdivision shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. 4. The property associated with this approved Final Plat, in addition to the property of all future phases shall be satisfactorily weed abated at all times, preventing a public nuisance, per Star City Code Chapter 3, Section 3-1-1 through 3-1-7. 5. The property associated with this approved Final Plat, in addition to the property of all future phases shall be properly maintained throughout the construction process to include trash picked up and trash receptacles emptied with regular frequency, streets swept and cleaned weekly, including any streets used to access the property and all debris shall be prevented from accumulating on any adjacent property or public right of way and shall remove all debris from public way at least daily. 6. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. 7. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 6 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 8. The approved Preliminary Plat shall comply with the City of Star Unified Development Code regarding landscaping, both internal buffers and frontages. (See Section 8-4 B Landscaping Requirements) 9. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. 10. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance. 11. The subsequent Final Plats shall comply with and be in accordance with the current City of Star Code, with the exception of any waivers granted by Council. 12. Requested surety shall be required at 150% of the total estimated installed cost, as approved by the City Engineer or Administrator. The term of approval shall not exceed 180 days. (See Section 8-1 C-1 of the Unified Development Code for a list of eligible items.) 13. A letter from the US Postal Service shall be given to the City at Final Plat stating the subdivision is in compliance with the Postal Service. 14. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met. 15. A separate sign application is required for any subdivision sign. 16. As built plans for pressurized irrigation systems shall be submitted to the City of Star prior to signature of the final plat. 17. Applicant shall provide the City with two full size and two 11”x17” copy of the signed recorded final plat with all signatures, prior to any building permits being issued. 18. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 19. The mylar/final plat shall be signed by the owner, Surveyor, Central District Health, ACHD and City Engineer, prior to being delivered to the City of Star for City Clerk’s signature. 20. A copy of signed irrigation agreements shall be submitted to the City prior to signature of the final plat. 21. All common areas shall be maintained by the Homeowners Association. 22. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of construction. 23. A copy of the recorded CC&R’s shall be submitted to the City of Star prior to any building permits being issued. 24. Prior to signature of the final plat, a signed Irrigation District Agreement with the Irrigation Districts shall be provided to the City of Star. This requirement shall be with each subsequent Final Plat application. 25. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION ---PAGE BREAK--- File # FP-21-20/ FP-21-21 Page 7 Wildrye Creek Subdivision Final Plat – Phase 1 & 2 The Star City Council File # FP-21-21 Wildrye Creek Subdivision Final Plat, Phase 1 and FP-21-20 Wildrye Creek Subdivision Final Plat, Phase 2 on 2021. ---PAGE BREAK--- 1 1 ---PAGE BREAK--- August 6, 2021 City of Star Planning and Zoning P.O. Box 130 Star, Idaho 83669 RE: Wildrye Creek Subdivision No. 1 Dear Ryan, Attached for your review is the Final Plat application for Wildrye Creek Subdivision No.1. This plat has been submitted in conformance with the City of Star’s Zoning Code and per the approved Preliminary Plat of Wildrye Creek Subdivision. Phase 1 of Wildrye Creek Subdivision will include 43 single-family residential and 10 common lots on 14.85 acres. Gross density for this phase is 2.89 units per acre. Lot sizes range from 6,050 s.f – 9,375 s.f with an average lot size of 7,160 s.f. Approved open space will include our central common area, that will include a playground equipment, benches, pathways, pool, pool-house and a picnic shelter. These amenities can be seen in the attached landscape drawing for this application. Construction of phase 1 will be in compliance with the approved Preliminary plat. If you have any questions or need additional information, please reach out to me at [PHONE REDACTED] or at Thanks for your review and assistance with our application, Sabrina Land Entitlement Manager ---PAGE BREAK--- 4 GRAPHIC SCALE 0 FEET 1 inch = ft. Horizontal 100 50 100 200 100 PP-1.1 1 PHASE 1 PHASE 3 PHASE 2 PHASE 4 ---PAGE BREAK--- 4 GRAPHIC SCALE 0 FEET 1 inch = ft. Horizontal 80 40 80 160 80 PP-2.1 2 ---PAGE BREAK--- 4 GRAPHIC SCALE 0 FEET 1 inch = ft. Horizontal 80 40 80 160 80 PP-3.1 3 ---PAGE BREAK--- 4 GRAPHIC SCALE 0 FEET 1 inch = ft. Horizontal 80 40 80 160 80 PP-4.1 4 ---PAGE BREAK--- WILDRYE CREEK SUBDIVISION NO. 1 LEGEND NOTES A PORTION OF GOVERNMENT LOT 6 OF SECTION 6, T4N, R1W, B.M. CITY OF STAR, ADA COUNTY, IDAHO 2021 PLASTIC CAP SET 5/8" REBAR WITH PLS 11118 FOUND ALUMINUM CAP MONUMENT SECTION LINE PLASTIC CAP SET 1/2" REBAR WITH PLS 11118 CALCULATED POINT, NOT SET CENTER LINE PLASTIC CAP AS NOTED FOUND 5/8" REBAR WITH PLS 11118 SUBDIVISION BOUNDARY LINE LOT LINE LOT NUMBER SURVEY TIE LINE ADJACENT PROPERTY LINE ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 10 FOUND BRASS CAP MONUMENT SURVEYOR'S NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF CRAFTSMAN ESTATES SUBDIVISION PHASE 4, INFORMATION FROM RECORD OF SURVEY NUMBERS 7027, 7666, 9818, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 50' 200' 100' 0' SCALE: 1" = 100' Land Surveying and Consulting BOOK , PAGE 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz SHEET 1 OF 3 PUBLIC UTILITY, PRESSURE IRRIGATION OTHER EASEMENT LINE AS NOTED ACHD PERMANENT SIDEWALK EASEMENT LINE PER INSTRUMENT NO. AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 1. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE SIXTEEN (16) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH BUILDABLE LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITES, PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISION. 4. IRRIGATION WATER SHALL BE PROVIDED TO ALL LOTS IN COMPLIANCE WITH IDAHO CODE 31-3805(1b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER DELIVERY AND WILL BE SUBJECT TO ASSESSMENTS FROM THE MIDDLETON MILL DITCH COMPANY AND/OR THE MIDDLETON IRRIGATION ASSOCIATION, INC. 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF STAR APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. LOT 1, BLOCK 1; LOTS 1 AND 8, BLOCK 2; LOT 1, BLOCK 3; LOTS 1 AND 8, BLOCK 4; LOTS 1 AND 7, BLOCK 5 AND LOT 1, BLOCK 6 ARE COMMON/OPEN SPACE LOTS TO BE OWNED AND MAINTAINED BY THE WILDRYE CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITIES, PRESSURE IRRIGATION, AND LOT DRAINAGE, AS WELL AS ANY OTHER EASEMENTS AS SHOWN. 8. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 9. DIRECT LOT OR PARCEL ACCESS TO N. CAN-ADA ROAD AND W. TRAILHEIGHTS STREET IS PROHIBITED. 10. LOT 8, BLOCK 2; LOT 7, BLOCK 5 AND PORTIONS OF LOT 1, BLOCK 3 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 11. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. 12. THIS SUBDIVISION SHALL BE SUBJECT TO THE TERMS OF THE COVENANTS, CONDITIONS AND RESTRICTIONS TO BE RECORDED FOR WILDRYE CREEK SUBDIVISION IN THE RECORDS OF ADA COUNTY, IDAHO AND AS SUBSEQUENTLY AMENDED. 13. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A LICENSE AGREEMENT WITH MIDDLETON MILL DITCH COMPANY, AND MIDDLETON IRRIGATION ASSOCIATION RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. ---PAGE BREAK--- CERTIFICATE OF SURVEYOR CERTIFICATE OF OWNERS CLINTON W. HANSEN PLS 11118 I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF WILDRYE CREEK SUBDIVISION NO. 1; A PARCEL OF LAND LOCATED IN A PORTION OF GOVERNMENT LOT 6 OF SECTION 6, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE WEST QUARTER CORNER OF SAID SECTION 6, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 6 BEARS S 0°29'29” W A DISTANCE OF 2642.36 FEET; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID GOVERNMENT LOT 6, ALSO BEING THE SOUTHERLY BOUNDARY OF CRAFTSMAN ESTATES SUBDIVISION PHASE 4, AS SHOWN IN BOOK 118 OF PLATS ON PAGES 18195 THROUGH 18199, RECORDS OF ADA COUNTY, IDAHO, S 88°39'08" E (FORMERLY S 88°39'00" E) A DISTANCE OF 89.01 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S 0°29'29" W A DISTANCE OF 301.18 FEET TO A POINT; THENCE S 89°30'31” E A DISTANCE OF 195.30 FEET TO A POINT; THENCE N 0°42'02” E A DISTANCE OF 28.23 FEET TO A POINT; THENCE S 88°39'08” E A DISTANCE OF 579.10 FEET TO A POINT; THENCE S 0°55'45” W A DISTANCE OF 181.10 FEET TO A POINT; THENCE S 89°04'15" E A DISTANCE OF 35.00 FEET TO A POINT; THENCE S 0°55'45" W A DISTANCE OF 391.56 FEET TO A POINT; THENCE N 68°39'06" W A DISTANCE OF 29.90 FEET TO A POINT; THENCE S 21°20'54" W A DISTANCE OF 280.00 FEET TO A POINT; THENCE N 68°39'06" W A DISTANCE OF 516.25 FEET TO A POINT; THENCE N 0°29'29" E A DISTANCE OF 55.53 FEET TO A POINT; THENCE N 89°30'31" W A DISTANCE OF 195.00 FEET TO A POINT; THENCE S 0°29'29" W A DISTANCE OF 271.00 FEET TO A POINT; THENCE N 89°30'31" W A DISTANCE OF 89.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SECTION 6; THENCE ALONG THE SAID WESTERLY BOUNDARY N 0°29'29" E A DISTANCE OF 1138.52 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 14.85 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF STAR. THE CITY OF STAR HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY BY SUSAN STANLEY, DIVISION PRESIDENT WILDRYE CREEK SUBDIVISION NO. 1 ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ADA S.S. NOTARY PUBLIC FOR THE STATE OF IDAHO MY COMMISSION EXPIRES RESIDING AT ON THIS DAY OF , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz BOOK , PAGE SHEET 2 OF 3 ---PAGE BREAK--- WILDRYE CREEK SUBDIVISION NO. 1 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY TREASURER CERTIFICATE OF THE COUNTY SURVEYOR ADA COUNTY SURVEYOR DATE: COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK ON DEPUTY EX-OFFICIO RECORDER THIS DAY OF , IN BOOK OF PLATS AT PAGES INSTRUMENT NO. APPROVAL OF CITY COUNCIL CITY CLERK I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER ~ STAR, IDAHO APPROVAL OF THE CITY ENGINEER HEALTH CERTIFICATE CENTRAL DISTRICT HEALTH, EHS DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. FEE: I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF STAR, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CLINTON W. HANSEN PLS 11118 Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208) 288-2040 www.landsolutions.biz BOOK , PAGE SHEET 3 OF 3 ---PAGE BREAK--- 6 10 9 8 3 7 5 4 1 2 3 4 5 12 13 11 10 9 8 7 5 8 9 1 7 6 3 4 2 6 10 11 8 7 3 4 5 2 9 3 6 6 2 2 3 5 4 2 1 1 1 1 BLOCK 1 BLOCK 5 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 6 W TRAILHEIGHTS STREET W PINE GRASS STREET N CAN-ADA ROAD N CHARBRAY AVENUE N JUNE GRASS AVENUE W SHORTCREEK STREET BLOCK 3 1 1 1 1 1 1 1 1 2 2 2 2 2 STREET LIGHT PLAN C8.0 08/06/2021 16970 N E C I L S E D F O O H A D I E T A T S P R O F E S S I O N A L E N G I N E E R M. E N N I R O C G R A H A M PREPARED FOR © REV. NO. DESCRIPTION DATE CSW PROJECT NO. DRAWING DATE PO BOX 6059 BOISE, ID 83707 [EMAIL REDACTED] (208) 946-3874 WILDRYE CREEK SUBDIVISION NO. 1 SUBDIVISION IMPROVEMENT PLANS 21013 TOLL SW LLC 3103 W SHERYL DR MERIDIAN, ID 83642 KEYNOTES · · 1 STREET LIGHTING NOTES 2 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L100 PHASE I LANDSCAPE OVERALL NORTH 0 SCALE: feet 100 200 300 1" = 100' LANDSCAPE PLAN - OVERALL: 1. REGULATIONS & STANDARDS 1.1. All contractor work shall be conducted in accordance with ISPWC (Idaho Standard Public Works Construction), 2017; and City of Star, ID codes, standards and state and local regulations. 2. EXISTING CONDITIONS 2.1. All utilities shall be located prior to construction and protected. Any damage to structures, utilities or concrete will be replaced at contractor's expense. 2.2. The site has many existing improvements such as underground utilities, curb and gutter, light poles and sidewalks. 2.3. See Civil Engineer's plans for information about existing features; all drainage pipes and locations. Protect and retain drainage at all times. 3. GRADING & SITE PREPARATION 3.1. Prepare finish grades for planting by grubbing and removing weeds. If necessary apply Round-Up (or equivalent herbicide), using a certified applicator. Remove rocks and other materials over 3.2. All gravel overprep to be removed and disposed of off site. 3.3. Finish grade to be smooth transition to allow for entire site to be a natural flowing space. 3.4. Refer to Civil Engineer's plans for grading information & for all drainage pipes and locations. Protect and retain drainage at all times. 3.5. No pooling or standing water will be accepted per industry standards. 4. SOILS 4.1. All planter beds to receive a minimum of 18" depth of screened topsoil. Spread, compact, and fine grade to smooth and uniform grade 2.5" below adjacent surfaces. 4.2. All lawn areas to receive a minimum of 12" depth of screened topsoil. Spread, compact, and fine grade topsoil to a smooth uniform grade 1" below adjacent surfaces. 4.3. Reuse of existing topsoil that has been stockpiled on site is permitted if: 4.3.1. Topsoil is tested and analyzed to ensure a proper growing medium. Provide additional amendments as determined by soil tests. And 4.3.2. Topsoil is to be loose, friable sandy loam that is clean and free of toxic materials, noxious weeds, weed seeds, rocks, grass or other foreign materials. 4.3.3. Topsoil should have a pH of 6.5 to 8. 4.3.4. If on site topsoil does not meet these minimum standards contractor is responsible for providing approved imported topsoil or improving onsite topsoil per the approval of the project manager. 4.4. If imported topsoil is used it must be from a local source and be screened free of any debris or foreign matter. Topsoil must not contain rocks, sticks, lumps, or toxic matter. 4.5. Smooth, compact, and fine grade topsoil in lawn areas to smooth and uniform grade below adjacent surfaces. 4.6. Prepare finish grade of topsoil to elevations set by Civil Engineer's plans with positive drainage away from structures. Refer to Civil Engineer's plans for grading information. 4.7. Amend all new plantings with 2 parts topsoil and 1 part compost. 5. PLANTER BED MULCH 5.1. Planter beds to receive 3" depth of 3 4" minus rock mulch, color: tan or approved other by architect. 5.2. Install over commercial grade weed barrier fabric. 5.3. All planter beds shall have black steel landscape edge per detail 3/L150. 6. LAWN AREAS 6.1. All lawn areas shall be sodded with tall turf type fescue. 6.2. Sod shall be regionally harvested, laid within 24 hours of harvesting, and laid with tight fitting joints. 7. PLANTS 7.1. All plant material shall be installed per industry standards. 7.2. All plant material shall meet or exceed the minimum federal standards as regulated by ANSI z60.1, American Standard for Nursery Stock. Plants not meeting these standards for quality, or plants determined to be unhealthy by Owner's representative, will be rejected. 7.3. All trees and shrubs to be installed per details. 7.4. Fertilize all trees and shrubs with 'Agriform' planting tablets or approved equal. Apply per manufacturer's recommendations. 7.5. All plants shall adhere to plant schedule, species & sizes. Any necessary subsitutions due to availability or alternatives shall be coordinated to the landscape architect via submittal. 8. IRRIGATION 8.1. Irrigation system shall be built to the following specifications: 8.2. Adhere to city codes when connecting to city water. 8.3. All irrigation material to be new with manufacturers' warranty fully intact. 8.4. Install outdoor rated controller in specified location on plan, in a lock box with 2 keys. Coordinate with project manager and general contractor on exact location. 8.5. Controller to have On/Off rain switch or rain shut off device that does not alter program. 8.6. 2-wire system to be installed per manufacturers recommendations. follow all recommended grounding and wire splice recommendations. 8.7. All remote control valves (including master control valve) to have flow control device. 8.8. Irrigation system piping to be minimum class 200 PVC or approved equal, sleeves to be double the size of pipes located within, all wires to be contained in separate sleeves 1-1/2" dia min. 8.9. Use common trenching where possible. 8.10. All PVC located under hardscapes to be schedule 40 PVC with same req's as above. 8.11. All wires to be Paige wire 7350 or 7351 direct bury wire at a minimum of 12" below finished grade. 8.12. Connect mainline to point of connection in approximate location shown on plan. 8.13. Contractor is responsible complying with all codes and paying all permits necessary. 8.14. Sprinkler heads shall have matched precipitation within each control circuit. Velocities shall not exceed 5 feet per second. 8.15. All drip irrigation to be buried 2" below finished grade. 8.16. Water schedule to be provided at a min of 80% evapotranspiration as determined by the local ET. 8.17. Install all irrigation per irrigation drawings. utilize material specified or approved equal. 8.18. Contractor shall confirm the static water pressure at least five days before construction begins and to contact the landscape architect in writing if the pressure is below 70 psi. 8.19. If any discrepancies are found, then local codes shall prevail. 9. CONTRACTOR RESPONSIBILITIES 9.1. Estimated quantities are shown for general reference only. Contractor shall be responsible for all quantity estimates. 9.2. All plant material and workmanship shall be guaranteed for a period of one year beginning at the date of Substantial Completion. Replace all dead or unhealthy plant material immediately with same type and size at no cost to Owner. 9.3. Landscape contractor to turn in as built drawings at the end of project. Substantial Completion will not be granted until 2 copies @ 1" = 20' scale are turned in and approved by Owner's Representative. 10. In the event of a discrepancy, notify the Architect. LANDSCAPE NOTES: PHASE I LANDSCAPE PLAN AREA 1 - L101 PHASE I LANDSCAPE PLAN AREA 2 - L102 PHASE I LANDSCAPE PLAN AREA 3 - L103 PHASE I LANDSCAPE PLAN AREA 4 - L104 PHASE I LANDSCAPE PLAN AREA 5 - L105 PHASE I LANDSCAPE PLAN AREA 6 - L106 PHASE II AREA SHEETS L120 - L126 CODE REQUIREMENTS PER STAR, ID. STREET BUFFER: * 1 CLASS II TREE PER 35 LINEAL FEET. * CURB CUTS INCLUDE 26' DRIVEWAYS AND STREET INTERSECTIONS. · STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED · N CAN-ADA RD 1,036' 30 38 · W TRAILHEIGHTS ST (N SIDE) 147' (MINUS CURB CUTS) 4 4 · W TRAILHEIGHTS ST (S SIDE) 147' (MINUS CURB CUTS) 4 4 · N CHARBRAY AVE (W SIDE) 290' (MINUS CURB CUTS) 8 8 · N CHARBRAY AVE (E SIDE) 416' (MINUS CURB CUTS) 12 12 · W PINE GRASS ST (N SIDE) 354' (MINUS CURB CUTS) 10 10 · W PINE GRASS ST (S SIDE) 381' (MINUS CURB CUTS) 11 · N JUNE GRASS AVE (W SIDE) 269' (MINUS CURB CUTS) 8 8 · N JUNE GRASS AVE (E SIDE) 301' (MINUS CURB CUTS) 9 9 · W SHORTCREEK ST (N SIDE) 414' (MINUS CURB CUTS) 12 12 · W SHORTCREEK ST (S SIDE) 360' (MINUS CURB CUTS) 10 10 REDUCED TREE COUNT DUE TO SEEPAGE BED LOCATION. COMMON LOT LANDSCAPE REQUIREMENTS: · TREE PER 4,000 SQ.FT. · COMMON LOT AREA (SQ.FT.) TREES REQUIRED TREES PROVIDED · BLOCK 2, LOT 1 917 1 1 · BLOCK 2, LOT 8 3,450 1 · BLOCK 3, LOT 1 97,426 24 33 · BLOCK 4, LOT 1 1,625 1 1 · BLOCK 4, LOT 8 2,223 1 2 · BLOCK 5, LOT 1 1,563 1 1 · BLOCK 5, LOT 7 4,824 1 REDUCED TREE COUNT DUE TO SEEPAGE BED LOCATION. BIODIVERSITY REQUIREMENTS: · MORE THAN 41 TREES ON SITE REQUIRES MINIMUM 5 DIFFERENT TREE SPECIES. · TOTAL TREES ON SITE NUMBER OF SPECIES REQUIRED NUMBER OF SPECIES PROVIDED · 169 5 13 MINIMUM PLANT SIZES: PLANT TYPE: MINIMUM SIZE · EVERGREEN TREES: 6'-0" HT. MIN. · ORNAMENTAL TREES: 2" CALIPER MIN. · SHADE TREES: 2" CALIPER MIN. · WOODY SHRUBS: 2 GAL. MIN. LANDSCAPE REQUIREMENTS: ---PAGE BREAK--- BLOCK 5 BLOCK 6 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 3 4 2 R/W R/W R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 6 5 1 1 N CAN-ADA ROAD W PINE GRASS STREET N CHARBRAY AVENUE S S S S 2 - LTE 2 - SNE 3 - PAH 5 - PMM 4 - POD 3 - LSR 1 - PXN 5 - RAG 4 - HSB 2 - LTE 4 - PMM 6 - RAG 4 - ALJ 4 - POS 4 - PFV 4 - FXM 12 - PAH 9 - JCH 10 - PLB 5 - ATP 7 - JSB 27 - MSG LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L101 PHASE I LANDSCAPE PLAN - AREA 1 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W 6 10 11 8 7 5 9 SD NO TREES WITHIN 10' OF SEEPAGE BEDS 7 - LSR 3 - SEF 1 - POD 5 - JSB 6 - CXK 1 - PMM 4 - POS 4 - HSB 3 - SEF 1 - POD 5 - JSB 6 - CXK 1 - PMM 4 - POS 4 - HSB LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L102 PHASE I LANDSCAPE PLAN - AREA 2 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- BLOCK 1 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 1 2 3 4 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 3 2 3 4 2 W TRAILHEIGHTS STREET N CAN-ADA ROAD N CHARBRAY AVENUE W PINE GRASS STREET W SHORTCREEK STREET S S S SD S S S NO TREES WITHIN 10' OF STORM STRUCTURE FUTURE MONUMENT SIGN 3 - TCP 3 - LSR 1 - PXN 5 - RAG 3 - HSB 9 - LTE 11 - PMM 7 - POD 4 - SNE 6 - PAH 10 - MSG 4 - PLB 1 - PMM 2 - LAH 2 - FXM 1 - PGD 4 - CCB 3 - JCH 4 - PAH 2 - LXS 2 - RFG 7 1 2 17 - ICS 43 - PVR 20 - CXK 3 - CCF 1 - CXK 2 - PVR 9 - RFG 6 - LAH 6 - PAH 6 - PVR 1 - MSG 6 - LXS 6 - RFG 10 - CCB 20 - RXN 4 - ALJ 5 - JHW 18 - PAH 3 - HSB 1 - PXN 5 - RAG 4 - LTE 9 - PMM 7 - POD 6 - PAH 4 - SNE 4 - ATP 5 - TCP 1 - CCF 2 - LAH 4 - PAH 4 - PVR 3 - MSG 1 - MXS 2 - RFG 1 - PMM 6 - JHW 1 - PFV 8 - RFG 4 - LAH 4 - MSG 6 - CCB 1 - PGD 1 - PFV 9 - CCB 1 - MXS 6 - MSG 6 - RFG 4 - LAH 1 - PFV 11 - CCB 7 - RXN 11 - LXS 8 - LAH 6 - JHW 2 - PAH 2 - PGD 7 - POD 3 - HSB 1 - PXN 5 - RAG 2 - LTE 9 - PMM 6 - PAH 4 - ATP 4 - SNE 2 - PGD 8 - MSG 1 - ALJ 2 - PAH 3 - JCH 2 - ATP 4 - PLB 11 - CCB 7 - RXN 8 - LAH 11 - LXS 6 - JHW 8 - MSG 3 - ALJ 2 - PMM 3 - RAG 2 - POS 2 - PFV 2 - FXM 6 - PAH 4 - JCH 2 - ATP 4 - PLB 9 - MSG CONCRETE SEAT WALLS DECOMPOSED GRANITE SURFACING. 3" DEPTH COMPACTED, COLOR TAN OR SIMILAR APPROVED BY OWNER. LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L103 PHASE I LANDSCAPE PLAN - AREA 3 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- BLOCK 3 BLOCK 4 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 4 5 12 11 10 9 8 7 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 5 1 7 6 3 4 2 6 W PINE GRASS STREET N JUNE GRASS AVENUE S S S SD CLIMBER STYLE PLAY STRUCTURE FOR AGES EXACT PLAY STRUCTURE TO BE CHOSEN BY OWNER. NO TREES WITHIN 10' OF SEEPAGE BEDS NO TREES WITHIN 10' OF SEEPAGE BEDS 2 - LSR 2 - SNE 3 - PAH 5 - PMM 4 - POD 4 - HSB 1 - PXN 5 - RAG 6 - GTK 4 - SNE 6 - PAH 8 - PMM 6 - POD 3 - HSB 5 - RAG 6 - GTK 3 - LSR 3 - JHW 1 - PMM 1 - PGD 1 LAH 3 - LAH 1 - PGD 2 - FXM 13 - MSG 10 - PLB 7 - JCH 2 - PMM 4 - CCB 5 - LXS 7 - PAH 4 - RFG 2 - PAH 1 - LXS 2 - LAH 1 - PGD 1 - FXM 13 - MSG 18 - PLB 11 - JCH 10 - PAH 7 - LXS 6 - RFG 4 - CCB 3 - PXB 3 - JHW 3 - GTI 5 - PAH 4 - LAH 5 - LAH 4 - JHW 1 - GTI 7 - PAH 7 - ICS 11 - CXK 21 - PVR 1 - CCF 3 - PMM 3 - JHW 2 - MXS 6 - RFG 13 - ICS 35 - PVR 17 - CXK 6 - LAH 2 - PFV 1 - PGD 10 - JHW 1 - PAH 1 - CCF 2 - RFG 1 - GTI 14 - MSG 10 - LAH 3 - PMM 2 - CCF 2 - MXS 1 - PVR PRE-FABRICATED PICNIC SHELTER - CONTRACTOR SHALL SUBMIT SHOP DRAWING TO OWNER FOR APPROVAL PROPOSED MAIL BOX SHELTER - FINAL DESIGN BY OWNER. LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L104 PHASE I LANDSCAPE PLAN - AREA 4 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- BLOCK 2 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 3 4 3 2 1 1 N CAN-ADA ROAD S BLOCK 1 BLOCK 2 4 5 9 10 11 23 24 25 8 N CHARBRAY AVENUE W ALISO CREEK STREET S S S SD SD S S S PHASE I PHASE II PHASE I PHASE II PHASE I PHASE II 3 - TCP 1 - PXN 5 - RAG 3 - HSB 1 - LTE 2 - POD 2 - PMM 4 - PMM 6 - RAG 4 - POS 12 - PAH 24 - MSG 4 - ALJ 4 - PFV 4 - FXM 6 - JCH 4 - JSB 6 - PLB 3 - ATP LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L105 PHASE I LANDSCAPE PLAN - AREA 5 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 6 10 9 8 7 5 R/W R/ R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 13 R/W R/W R/W R/W R/W R/W R/W 8 9 W SHORTCREEK STREET N JUNE GRASS AVENUE S S SD SD BLOCK 2 12 10 18 11 19 12 20 21 22 16 17 W ALISO CREEK STREET S PHASE I PHASE II PHASE I PHASE II NO TREES WITHIN 10' OF SEEPAGE BEDS 1 - TCP 1 - PXN 5 - RAG 3 - HSB 3 - GTK 5 - POD 5 - PMM 1 - PGD 5 - PAH 3 - SNE 1 - PGD 1 - LAH 1 - FXM 3 - SEF 6 - POD 1 - PXN 5 - RAG 2 - GTK 4 - HSB 6 - TCP 4 - SNE 6 - PAH 7 - TCP 5 - JHW 9 - CXK 4 - POS 6 - JSB 1 - PLB 4 - HSB 4 - POS 5 - JSB 4 - JHW 6 - HSB 1 - PLB 9 - CXK 9 - PMM LANDSCAPE MATERIALS LEGEND: SOD LAWN 6' VINYL FENCE WITH OPEN LATTICE TOP LANDSCAPE MULCH 6' SOLID VINYL PRIVACY FENCE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY REMARKS ATP Acer truncatum x platanoides `Warrenred` TM / Pacific Sunset Maple B&B 2" 20 30`h X 25`w, Class II ALJ Amelanchier laevis 'JFS-Arb' TM / Spring Flurry Allegheny Serviceberry B&B 2" 16 28'h x 20'w, Class I CCF Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud B&B 2" 8 20'h x 25'w, Class I GTK Gleditsia triacanthos inermis `Draves` TM / Street Keeper Honey Locust B&B 2" 17 45`h x 20`w, Class II GTI Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust B&B 2" 5 50`h x 30`w Class II LSR Liquidambar styraciflua `Rotundiloba` / Round-Lobed Sweet Gum B&B 2" 18 40`h x 27`w, Class II LTE Liriodendron tulipifera `Emerald City` TM / Emerald City Tulip Tree B&B 2" 20 50`h x 25`w , Class II MXS Malus x `Spring Snow` / Spring Snow Crabapple B&B 2" 6 22`h x 20`w, Class I PGD Picea glauca 'Densata' / Black Hills Spruce B&B 6`-8` H 11 25'h x 15'w PFV Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine B&B 6`-8` H 15 22'h x 12'w PXB Platanus x acerifolia `Bloodgood` / London Plane Tree B&B 2" 3 50`h x 40`w, Class III PXN Prunus x 'Newport' / Newport Flowering Plum B&B 2" 8 20'h x 20'w, Class I TCP Tilia cordata `PNI 6025` TM / Greenspire Littleleaf Linden B&B 2" 22 50`h x 30`w, Class II SHRUBS CODE BOTANICAL / COMMON NAME CONT FIELD2 SIZE QTY REMARKS CXK Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 79 5`h x 3`w CCB Caryopteris x clandonensis `Blue Mist` / Blue Mist Shrub 2 gal 59 3`h x 3`w, Drought Tolerant FXM x 'Meadowlark' / Meadowlark 5 gal 16 8'h x 10'w HSB Helictotrichon sempervirens / Blue Oat Grass 1 gal 48 3`h x 3`w ICS Ilex crenata `Sky Pencil` / Sky Pencil Japanese Holly 5 gal 37 6`h x 30"w JCH Juniperus chinensis `Hetzii Glauca` / Hetzi Blue Juniper 5 gal 43 8`h x 10`w JHW Juniperus horizontalis `Wiltonii` / Blue Rug Juniper 5 gal 55 6"h x 7`w JSB Juniperus scopulorum 'Bailigh' TM / Sky High Rocky Mountain Juniper 5 gal 32 12'h x 5'w LAH Lavandula angustifolia `Hidcote Blue` / Hidcote Blue Lavender 1 gal 65 3`h x 3`w LXS Leucanthemum x superbum / Shasta Daisy 1 gal 43 30"h x 24"w MSG Miscanthus sinensis 'Gracillimus' / Maiden Grass 2 gal 140 6'h x 4'w PVR Panicum virgatum `RR1` TM / Ruby Ribbons Switch Grass 2 gal 112 42"h x 30"w PAH Pennisetum alopecuroides `Hameln` / Hameln Fountain Grass 2 gal 139 30"h x 24"w PLB Philadelphus lewisii `Blizzard` / Blizzard Mockorange 3 gal 58 6`h x 7`w, Drought Tolerant POD Physocarpus opulifolius 'Dart's Gold' / Dart's Gold Ninebark 5 gal 50 5'h x 5'w POS Physocarpus opulifolius 'Seward' TM / Summer Wine Ninebark 5 gal 26 6'h x 6'w PMM Pinus mugo `Mops` / Mops Mugo Pine 5 gal 86 5`h x 5`w RAG Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 60 18"h x 6`w RXN Rosa x `Noare` TM / Flower Carpet Red Groundcover Rose 5 gal 34 2'h x 3'w RFG Rudbeckia fulgida sullivantii `Goldsturm` / Goldsturm Coneflower 1 gal 51 2`h x 2`w SEF Salvia nemorosa `East Friesland` / East Friesland Perennial Sage 1 gal 9 18"h x 24"w Drought Tolerant SNE Sambucus nigra 'Eva' TM / Black Lace Elderberry 5 gal 27 7'h x 7'w PLANT SCHEDULE JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L106 PHASE I LANDSCAPE PLAN - AREA 6 NORTH 0 SCALE: feet 20 40 60 1" = 20' ---PAGE BREAK--- FINISH GRADE 3 4" CHAMFER EDGE 18" HEIGHT CONCRETE SEAT WALL, SMOOTH FORM FINISH. 4" DEPTH BASE COURSE CONCRETE FOOTING #4 REBAR @ 18" O.C. NOTES: 1. ALL EXPOSED CONCRETE SURFACES SHALL BE SMOOTH-FORMED FINISH PER ACI 301. 2. VERTICAL CONTROL JOINTS SHALL BE 10' O.C. MAXIMUM. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 14'-2"' CONCRETE SEATWALL - SEE DETAIL 4/L110 DECOMPOSED GRANITE SURFACING - 3" DEPTH COMPACTED 14'-2"' 4'-214"' 9'-10316"' 6'-111516"' 8'-3916"' 3'-95 5'-5116"' 5'-4716"' R11'-1012"' JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER WH DW 08.11.2021 21-2081 D e s c r i p t i o n DATE MRK REVISIONS WILDRYE CREEK SUBDIVISION STAR, ID 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CONSTRUCTION DOCUMENT SET WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: [EMAIL REDACTED] www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVERABLES THAT REMAIN AT ALL TIMES PROPERTY OF STACK ROCK GROUP, INC. REPRODUCTION OR REUSE OF THIS PRODUCT CONTAINED H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N CONSENT OF STACK ROCK G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 08.11.21 L110 PHASE I LANDSCAPE DETAILS TOP TWO STRUCTURAL ROOTS: BELOW TOP OF ROOTBALL. LOWEST STRUCTURAL ROOT: BELOW TOP OF ROOT BALL 612" NOTES: 1. DO NOT DAMAGE OR CUT LEADER 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. 3. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. 5. REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 1 3 OF THE ROOTBALL. 6. 4' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OF MULCH MIN. DO NOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE. GRAFT VISIBLE ABOVE SOIL LINE SOIL LINE OF THE TOP OF THE ROOT BALL AFTER REMOVING EXCESS SOIL. 2-3" OF MULCH BACKFILL MIX SEE NOTES AND SPECIFICATIONS. COMPACT SOIL UNDER ROOTBALL TO 90% PROCTOR. BALL AND BURLAP TREE PLANTING 3/4" = 1'-0" 212" SOIL SAUCER HIGH; REMOVE AT COMPLETION OF PROJECT CUT AND FOLD WIRE BASKET FROM TOP OF ROOTBALL FINISHED MATERIAL PER PLAN 1 MULCH 2" MIN. AWAY FROM TRUNK OF PLANT. FINISHED MATERIAL PER PLAN BALL AND BURLAP PLANT (IF CONTAINER - GROWN PLANT WITH ROOTS LOOSENED AND PULLED OUT TO PREVENT PLANT FROM BECOMING ROOT BOUND) SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL FOLD BURLAP FROM TOP OF ROOT BALL DOWN INTO GROUND; SET TOP OF BALL FLUSH WITH FINISH GRADE 12" TO 18" FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN. 4" DEEPER THAN BALL) 3" DEEP MULCH MIN. BACKFILL SHALL BE 100% TOPSOIL. WATER SETTLE ALL PLANTINGS TO ENSURE PLANT ROOTBALL MAINTAINS 1 2" HEIGHT ABOVE EXISTING SOILS WHEN COMPLETE. SHRUB PLANTING 1" = 1'-0" NOTES: 1. REMOVE ALL TAGS, TWINE OR OTHER NON BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. 2 STEEL LANDSCAPE EDGING 3" = 1'-0" 12" 12" PLANTER FINISH GRADE 1 4" BELOW TOP OF EDGER. FINISH GRADE AT LAWN, AND PLANTER 1 2" BELOW TOP OF STEEL EDGER. 14 GUAGE 4" X 10' COMMERCIAL STEEL EDGING. POWDER COATED BLACK. 12" LONG METAL ANCHOR STAKES INSTALLED @48" O.C., AND AT EACH END. 3 SCALE: 3/4" = 1' CONCRETE SEATWALL - SECTION 4 SCALE: 1" = 5' CONCRETE SEATWALL - PLAN 5 ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 1 of 6 CITY OF STAR FINAL PLAT AND CONSTRUCTION DRAWING REVIEW CHECKLIST Subdivision: Wildrye Creek Subdivision No 1 Phase: 1 Date: 9/14/2021 Developable Lots: 43 Review No: 1 Developer: Toll Southwest LLC Tel: [PHONE REDACTED] Fax: Email: Engineer: Civil Site Works, Corinne Graham Tel: [PHONE REDACTED] Fax: Email: Property Address: N Can Ada Rd and Somerset Lane Reviewed By: Kelsie E.I., Keller Associates Review Check By: Ryan Morgan, P.E., Keller Associates FINAL PLAT REVIEW ITEM OK NEED N/A FINAL PLAT APPLICATION REQUIREMENTS 1 X Submit two copies of final engineering construction drawings showing streets, sidewalk, water, sewer, pressure irrigation, street lighting, landscaping, and other public improvements. 2 X Submit one 8½ x 11 map showing property in relation to floodplain and/or floodway. Provide Floodplain Development Permit Application as required. 3 X Provide copy of the “Preliminary Plat Findings of Fact and Conclusions of Law”. 4 X Landscape plan provided. Confirm consistent with approved preliminary plat. 5 X Verified written legal description. 6 X Letter of credit for outstanding pressure irrigation and landscaping improvements only when weather conditions precludes construction of improvements prior to signature of mylar. ITEM OK NEED N/A FINAL PLAT REVIEW 7 X Public and private easements are shown on plat for open spaces, access drives, drainage facilities, floodway maintenance boundaries, offsite storage areas and connecting piping for detached flood water storage impoundments, existing irrigation ditches, new irrigation ditches or pipelines, bicycle / pedestrian pathways (connectivity to adjacent developments), and irrigation piping. Please update instrument numbers before final signatures are obtained. ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 2 of 6 8 X Right to Farm Act Note on face of plat. 9 X Note on face of plat: “This subdivision is located within zone XX as shown on the firm panel , City of Star, Ada County, (or Canyon County?) Idaho and Incorporated Areas. A building permit shall not be issued for any lot that is located within the mapped floodplain until a Flood Plain Development Permit is obtained for the individual lot. Each lot within the mapped floodplain shall require an individual Flood Plain Development Permit.” 10 X 10-foot utility and irrigation easements are shown, or noted, along the front lot lines, rear lot lines, and side lot lines as required. 11 X Note is shown on the final plat: “Minimum building setbacks shall be in accordance with the City of Star applicable zoning and subdivision regulations at the time of issuance of individual building permits or as specifically approved and / or required, or as shown on the this plat.” 12 X Seal of Professional Land Surveyor is displayed, dated, and signed on face of plat. 13 X Water and sewer easements shown on face of plat. In Owner Certification referencing sewer and water. Please add “and sewer” after water. 14 X On the signature page of the plat please include the following THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STAR, ADA COUNTY, IDAHO, ON THIS DAY, , HEREBY APPROVE THIS PLAT.” underneath the APPROVAL OF CITY ENGINEER line, and before the signature line. Update wording to match. 15 X “Change of Ownership” document filed with the IDWR to the HOA for all conveyable water rights. CONSTRUCTION DRAWING REVIEW ITEM OK NEED N/A GENERAL 16 X Construction drawings are stamped, signed, & dated by a professional engineer licensed in the State of Idaho. 17 X Natural features map showing all existing site features and 1-foot contour elevations is provided in accordance with the City’s code. Pg 5. Please provide elevation labels on contours. 18 X Each sheet has north arrow, graphic scale, date, title block and sheet number. ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 3 of 6 19 X All profiles are drawn to the same horizontal scale as plan views. 20 X Street lighting plans are provided showing pole locations and luminary types. At every corner and end of cul-de- sac. All street lighting shall be in accordance with the current edition of the ISPWC and the City of Star Supplemental Specifications. Pg 20. ITEM OK NEED N/A FLOODPLAIN DEVELOPMENT 21 X Provide completed Floodplain Application. Floodplain application must be approved prior to approval of final plat. 22 X Floodplain and floodway boundaries and elevations are shown on the grading plans and final plat. 23 X Building lowest floor elevations are greater than or equal to 2-feet above the base flood elevation, or verification is provided of flood proofing. 24 X Enclosed spaces located below 2-feet above the BFE adequately vented (1 square inch of venting per square foot of enclosed space). 25 X Roadway centerline elevations and manhole and other minor structure rim elevations are 0.5-feet above the base flood elevation. 26 X All buildings are set back a minimum of 50-feet from the floodway boundary line except that when the area of special flood hazard boundary is 50-feet or less from the flood way line, the boundary line shall be the setback line. 27 X Easements and conveyance provisions have been made for connection between the floodway and any detached floodwater storage impoundment. 28 X Calculations are provided and show 48-hour max time period for 100% utilization of detached storage impoundment. ITEM OK NEED N/A GRADING PLAN 29 X Grading plans are provided and are stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 30 X Grading plans show finished, existing, and base flood 1- foot contour elevations. See item 17. 31 X Drainage facilities and easements are shown. 32 X Plan and profile sheets show proposed and existing utilities (rim elevations, pipe invert elevations, etc.), finished centerline roadway grades, existing grade, and base flood elevations. C5.0: there is no surface shown for last run of pipe, please provide existing ground information. C5.3: There is no FG on this page, please update. 33 X Existing irrigation ditches, canals, and easements are ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 4 of 6 shown. 34 X Cut and fill slopes are no steeper that 2H:1V. (Spot checked by City Engineer) 35 X Tops and toes of all cut and fill slopes are set back from property boundary at least 3-feet plus 1/5 the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 36 X Tops and toes of cut and fill slopes are set back from structures 6-feet plus 1/5 of the height of the cut or fill but need not exceed 10-feet. (Spot checked by City Engineer) 37 X Provisions have been made for erosion control at pipe outfalls, along steep earth slopes, and within drainage ditches. 38 X The vertical datum used for elevations shown on grading and drainage plans is NAVD 88 for all developments that are fully or partially within the floodplain. 39 X Existing and proposed elevations match at property boundaries. ITEM OK NEED N/A DRAINAGE PLAN 40 X Drainage plans are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 41 X Drainage calculations are provided and stamped, dated, and signed by a professional engineer licensed in the State of Idaho. 42 X Narrative is provided that describes the proposed method of stormwater retention. 43 X Drainage calculations contain no arithmetic errors. Drainage basin map areas match calculations. (Spot checked by City Engineer) 44 X The design storm, percolation rate, or other design criteria are within accepted limits. (ITD Zone A—IDF Curve; Storage designed for 100 year storm; Primary conveyance designed for 25-year storm) 45 X Peak discharge rate and velocity through sand and grease traps calculated and are less than 0.5 ft/sec. Provide calculations. 46 X Section view of drainage facility provided. 47 X Able to determine drainage directions from information given. 48 X Drainage facilities do not conflict with other utilities. (Spot check by City Engineer) 49 X Provision for conveyance or disposal of roof drainage provided for commercial developments. 50 X Storm water pretreatment provided. BMP facilities are designed in conformance with the “State of Idaho ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 5 of 6 Catalog of Stormwater Best Management Practices”. 51 X 5-foot setback from property line maintained for drainage facilities. 52 X Drainage basin / pond dimensions listed or noted. 53 X Drainage facilities drawn to scale on grading and drainage plan. 54 X Drain rock, ASTM C33 sand, or pond liner specified. 55 X 3-foot separation from bottom of drainage facility to maximum seasonal high groundwater elevation shown on detail. 56 X Vegetative cover shown over biofiltration facilities. 57 X Appropriate license agreements have been executed and are provided for offsite discharge of storm water. ITEM OK NEED N/A GRAVITY IRRIGATION 58 X Plan approval letter is provided from the appropriate irrigation district. ITEM OK NEED N/A PRESSURE IRRIGATION 59 X Plans for a pressure irrigation system are provided (Required only if development contains more than four lots). 60 X The pressure irrigation system is not connected to the potable water system. 61 X Design provides a minimum of 15 gpm @ 45 PSI to each destination point. 62 X Easements are provided for all pressure irrigation piping. (Note on face of plat). 63 X Main line distribution piping is 3-inches in diameter or greater. 64 X Provisions are made for diversion and flow measurement from a gravity irrigation source ditch. 65 X Applicant provided verification with a signed contract indicating written assurance that provisions have been made for ownership, operation, and maintenance of the irrigation system. 66 X Provide written verification and plan approval from Star Sewer and Water District if potable water is planned to be used as a secondary irrigation source. 67 X Provided verification that water rights will be transferred to the association managing entity. 68 X If pressure irrigation will not be available to each lot at all times, provide rotation schedule for irrigation system usage identifying times and days that pressure irrigation will be available to each lot. ITEM OK NEED N/A RE-SUBMITTAL REQUIREMENTS* ---PAGE BREAK--- Revised 5/29/08 9/13/2021 Page 6 of 6 69 X Return one revised plan set in pdf format with the redlined set for review and/or approval to Keller Associates. Unbound or un-collated plan sets will not be accepted. 70 X Provide a response letter, referencing the City of Star, with the revised plan set that highlights what actions were taken to correct any outstanding items. *All re-submittals should be returned to the City of Star for re-review. Notes: Additional Final Plat Comments: Additional Construction Drawing Comments: ---PAGE BREAK--- Consultant Project #203010-224 AGREEMENT P a g e I 1 of 3 Owner Project # AGREEMENT FOR PROFESSIONAL SERVICES This is an Agreement effective as of (“Effective Date”) between the City of Star, Idaho ("Owner") and Keller Associates, Inc. (“Consultant”). Owner's Project, of which Consultant's services under this Agreement are a part, is generally identified as follows: Highway 44 Improvements – Star Road to Can-Ada (“Project"). The Owner and the Consultant agree to the following Project scope, schedule, and compensation: SCOPE: Consultant’s services under this Agreement are generally identified as follows: ____See Attachment SCHEDULE: The Agreement shall commence on the above written date. Consultant shall complete its services within a reasonable time. COMPENSATION: Basic Services. As compensation for services to be performed by Consultant, the Owner will pay Consultant a lump sum amount of $297,000 (Two Hundred Ninety Seven Thousand dollars) for Tasks 1-9 as described in Attachment A. Owner will pay Consultant on a Time and Materials basis for Tasks 9 for a Time and Material contract to be decided in the future for Basic Services as described in Attachment Additional Services. Compensation for performing Additional Services will be time and materials or pursuant to a mutually agreed upon amendment to this Agreement. In Witness Whereof, the parties hereto have executed this Agreement as of the date first above written. Owner further acknowledges that it has reviewed and accepted the attached Standard Terms and Conditions. OWNER: City of Star CONSULTANT: Keller Associates, Inc. Signature: Signature: Name: Trevor Chadwick Name: Title: Mayor Title: Principal Address: 10769 W. State Street Address: 100 E Bower Street, Suite 110 Star, Idaho 83669 Meridian, ID 83642 Date: Date: Nathan Cleaver DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 9/27/2021 ---PAGE BREAK--- Consultant Project #203010-224 AGREEMENT P a g e I 2 of 3 Owner Project # STANDARD TERMS AND CONDITIONS 1. CONTRACT – This document constitutes the full and complete Agreement between the parties and supersedes all prior negotiations, representations or agreements, whether written or oral. The Agreement may be amended only if both parties specifically agree in writing to such amendment of the Agreement. 2. INVOICES AND PAYMENT – Owner will make payment within 30 calendar days of the invoice date. Consultant shall keep accurate records of expenses. If Owner contests an invoice, Owner shall advise the Consultant within 15 days of receipt of invoice of the specific basis for doing so, may withhold only that portion so contested, and shall pay the undisputed portion. Interest. If payment is not received by the Consultant within 30 calendar days of the invoice date, Owner shall pay interest at a rate of 1½% per month (or the maximum allowable by law, whichever is lower) of the past due amount. Payments will be credited first to interest and then to principal. Suspension. If the Owner fails to make payments when due, the Consultant may suspend performance of services upon five calendar days’ notice to the Owner. Owner agrees to indemnify and hold Consultant harmless from any claim or liability resulting from such suspension. 3. DOCUMENTS – All documents prepared or furnished by Consultant are instruments of service, and Consultant retains ownership and property interest (including the copyright and the right of reuse) in such documents. Owner shall have a limited license to use the documents in and for the Project subject to full payment for all services relating to preparation of the documents. The Owner agrees to obtain prior written agreement for any reuse or modifications of the instruments of service, and understands that any unauthorized use of the instruments of service shall be at the Owner’s sole risk and without liability to the Consultant. 4. STANDARD OF CARE – The standard of care for all professional engineering and related services performed or furnished by the Consultant under this Agreement will be the care and skill ordinarily used by members of the subject profession practicing under similar circumstances at the same time and in the same locality. The Consultant makes no warranties, expressed or implied, under this Agreement or otherwise, in connection with the Consultant’s services. Consultant shall exercise usual and customary professional care in its efforts to comply with applicable codes, regulations, laws, rules, ordinances, and such other requirements in effect as of the date of execution of this Agreement. 5. CHANGES OR DELAYS – The proposed scope of services, compensation, schedule, and allocation of risks reflect Consultant’s understanding of the Project at the date of this Agreement. Costs and schedule commitments shall be subject to renegotiation for changed conditions, unreasonable delays caused by the Owner’s failure, independent government agencies, Force Majeure events (i.e. acts of God, riots, wars, sabotage, strikes, civil disturbances, pandemics, government declared emergencies, etc.), or causes beyond the reasonable control of Consultant. Where this occurs, changes in the Agreement shall be negotiated and an equitable adjustment in compensation and schedule shall be made. 6. TERMINATION OR REDUCTION OF SERVICES – The Owner and Consultant may terminate this Agreement in whole or in part at any time by giving 30 days written notice thereof. The Owner shall pay Consultant for all services rendered to the effective date of suspension of services, plus suspension charges, which shall include the cost of assembling documents, personnel and equipment, rescheduling or reassignment, and commitments made to others on the Owner’s behalf. If Owner elects to terminate, modify, or reduce any portion of Consultant’s services under this Agreement, Owner shall indemnify Consultant from any damages related to the services or activities Consultant did not provide. 7. SUSPENSION OF SERVICES – If the Owner suspends services of the Consultant for any reason for more than thirty days, the Consultant shall be reimbursed for expenses incurred due to suspension of services, including costs associated with rescheduling or reassigning personnel, and commitments made to others on Owner’s behalf. 8. INDEMNITY AND LIMITATION OF LIABILITY – Owner and Consultant each agree to indemnify and hold the other (including their respective officers, directors, employees, agents, owners, shareholders, members, partners, sub-consultants, subcontractors, and representatives) harmless from and against liability for all claims, losses, damages and expenses, to the extent such claims, losses, damages, or expenses are caused by the indemnifying party’s negligent acts, errors or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Owner and Consultant, they shall be borne by each party in proportion to its negligence. Neither the Owner nor Consultant shall be liable for incidental, indirect or consequential damages. The Consultant’s liability to the Owner and to all construction contractors and subcontractors on the Project, due to the Consultant’s negligent acts, errors omissions, or breach of contractual obligations relating to or arising out of the Project shall not exceed the Consultant’s total fee. DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- Consultant Project #203010-224 AGREEMENT P a g e I 3 of 3 Owner Project # 9. OPINIONS OF COST – Consultant’s opinions of probable cost represent Consultant’s judgment as an experienced and qualified design professional. Since Consultant has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Owner’s and other contractor’s methods of determining prices, or over competitive bidding or market conditions, the Consultant cannot and does not guarantee that proposals, bids, or actual construction cost will not vary from opinions of probable cost prepared by the Consultant. 10. CONSTRUCTION PHASE SERVICES – If Consultant performs any services during the construction phase of the Project, Consultant shall not supervise, direct, or have control over Contractor’s work. Consultant shall not have authority over or responsibility for the construction means, methods, techniques, sequences or procedures or for safety precautions and programs in connection with the work of the Contractor. Consultant does not guarantee the performance of the construction contract by the Contractor and does not assume responsibility for the Contractor’s failure to furnish and perform its work in accordance with the Contract Documents. 11. MISCELLANEOUS Right of Entry: Unless otherwise noted in the scope of work, the Owner shall provide for Consultant’s right to enter the property owned by the Owner and others in order to fulfill the services to be performed hereunder. Dispute Resolution: Owner or its Contractor agree to notify Consultant of any claims against the Consultant within 10 days of discovery of any allegations, errors or omissions. Should a dispute arise, Owner and Consultant agree to negotiate disputes between them in good faith for a period of 30 calendar days from the date the dispute is raised in writing by either the Owner or Consultant. If the parties fail to resolve the dispute through negotiation, then the dispute shall be decided through non-binding mediation or other mutually agreed alternative dispute resolution technique. Fees and expenses for mediation shall be split equally between the parties. The Owner and Consultant agree non-binding mediation or other mutually acceptable dispute resolution technique shall precede litigation. This Agreement shall be governed by the laws of the State where the Project is located. Hazardous Environmental Conditions: The scope of Consultant’s services does not include any responsibility for detection, remediation, accidental release, or services relating to waste, oil, asbestos, lead or other hazardous materials, as defined by Federal, State, and local laws or regulations. Consultant is not required to be become an arranger, operator, generator, or transporter of hazardous substances, and shall have no responsibility for the discovery, handling, removal, disposal or exposure of persons to hazardous substances of any form. Subsurface Investigations: In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total project cost and/or execution. These conditions and cost/execution effects are not the responsibility of Consultant. Consultant Reliance: Owner shall make available to Consultant all relevant information pertinent to the Project. Consultant shall be entitled to rely, without liability or the need for independent verification, on the accuracy and completeness of any and all information provided by Owner, Owner’s consultants and contractors, information from public records, and information ordinarily or customarily furnished by others, including, but not limited to specialty contractors, manufacturers, suppliers, and publishers of technical standards. Certifications: Consultant shall not be required to sign any documents that result in Consultant having to certify, warrant, or guarantee the existence of conditions whose existence Consultant cannot ascertain within its services for the Project. Third Parties: Nothing contained in this Agreement shall create a contractual relationship with, or a cause of action in favor of, a third party against either the Owner or Consultant. Consultant’s services hereunder are being performed solely for the benefit of the Owner, and no other entity shall have any claim against Consultant because of this Agreement or Consultant’s performance of services hereunder. Severability & Waiver: In the event any of these Contract Provisions are found to be illegal or otherwise unenforceable, the unenforceable Contract Provisions will be stricken, and those remaining Contract Provisions shall continue in full force and effect. The failure of either party of this Agreement to insist, in any one or more instances, upon the performance of any of the terms, covenants or conditions of this Agreement, shall not be construed as a waiver of such term, covenant or right. Joint Drafting: The Parties expressly agree that this Agreement was jointly drafted, and that they both had opportunity to negotiate its terms and to obtain the assistance of counsel in reviewing its terms prior to execution. Therefore, this Agreement shall be construed neither against nor in favor of either Party, but shall be construed in a neutral manner. DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- City of Star – SH 44, CanAda Road to Star Road September 7, 2021 Page 1 of 5 ATTACHMENT A Scope and Budget PROJECT DESCRIPTION The City of Star (Owner) desires to construct improvements to Highway 44 at the west end of town. Improvements include an additional east and west bound lanes and sidewalk where it has yet to be constructed from CanAda Road to Star Road, The project will be broken into 4 sections, an east bounds lane from HIghbrook Way to Star Road will be designed and included as the base bid. Three additional sections including an east bound lane from CanAda Road to Highbrook Way and west bound lanes Star Road to Highrook Way and Highbrook Way to CanAda Road will be included in the design and bid as alternative bid items to the base bid. Project funding is made available by the City through a proportionate share agreement in conjunction with the Idaho transportation Department (ITD). The City will provide information and provide reviews and comments, and coordinating throughout the project design and construction stages. DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- City of Star – SH 44, CanAda Road to Star Road September 7, 2021 Page 2 of 5 The following work items are not included within the Basic Scope of Work: 1) Environmental evaluation or investigation, detection, evaluation or assessment of hazardous materials 2) Right-of-Way plans, appraisals, acquisition, and easement support 3) Written NPDES Storm Water Pollution Prevention Plan (to be provided by the project contractor) 4) Construction survey staking 5) Adherence to federal aid design and procedural standards 6) Publication costs 7) Public meetings and outreach 8) Construction material testing and construction staking 9) Geotechnical Investigation and Reports 10) Utility Coordination 11) ITD application fees These items of work will either be performed by others, by the City, is not required for the project, or are considered Additional Services and can be provided on a time and materials basis. The following engineering services shall hereby be provided as part of this Agreement for Engineering Services. BASE TASKS Task 1 – Project Management a) Project management includes general project administration services, which involves contract administration and project/status reports. b) Deliverables include progress reports. c) Design Coordination Meetings Three design coordination meetings are included to coordinate design efforts with the Owner. These meetings include a kick-off, Preliminary Design (30% Design), and 95% Design. These meetings will serve as an opportunity to review the design, receive Owner feedback and to coordinate design efforts for the next deliverable. Attendance at these meetings will consist of the project manager and one other engineer. Deliverables include design meeting agenda and minutes. DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- City of Star – SH 44, CanAda Road to Star Road September 7, 2021 Page 3 of 5 Task 2 – Design Survey a) The Consultant will provide a topographic design survey to incorporate surface features, visible utilities, and other utilities identified by Digline. Task includes research monuments that may be disturbed within roadway and research of existing right-of-way and adjacent ownership and establish project control. b) City Responsibilities Provide known record drawings for parcels along the improvements. Task 3 – Preliminary Design (30% Design) Task includes a concept level design (30%) to show general design features of planned improvements, which illustrates horizontal layout only of the existing and proposed roadway. Improvements will include lane additions, sidewalk, curb and gutter, stormwater improvements and streetlights. a) Services and deliverables associated with task include the following: Preliminary Opinion of Construction Cost Roadway horizontal layout (roll plot) b) City Responsibilities Perform internal review of Preliminary Design deliverables Task 4 – Drainage Analysis and Memo Task comprised of looking at three drainage options for the project. The options available are roadside swale, a subsurface infiltration, or a piped system to a pond location. a) Services and deliverables associated with task include the following: Stormwater drainage analysis and memo b) City Responsibilities Perform internal review of deliverables Task 5 – 95% Design. Task includes advancing the plans and specifications to 95% complete. Deliverable shall be in PDF or electronic format. City will be responsible for transmitting plan sets to utility companies, and local agencies. a) Services and deliverables associated with task include the following: Title Sheet Typical Sections (2 sheet) Roadway Plan and Profile Sheets 1” =40’ (24 sheets) Detail Sheets (2 sheets) Temporary Traffic Control Plan (4 sheets) Pavement Markings (12 sheets) Streetlight plans (12 sheets) Monument preservation and survey control (2 sheets) DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- City of Star – SH 44, CanAda Road to Star Road September 7, 2021 Page 4 of 5 Bid Documents including Special Provisions b) 95% Opinion of Cost Estimate c) City Responsibilities Transmitting plan sets to utility companies, and local agencies. Perform internal review of deliverables Task 6 – Idaho Transportation Department (ITD) Coordination Task contains coordination with ITD and submitting the project per the ITD 2111, Right-of-Way Encroachment Application and Permit. Services and deliverables associated with task include the following: ITD 2111 o Plans o Drainage Memo Task 7 – 100% Bid Documents The Consultant will incorporate ITD comments into the 100% Bid Documents. a) Services and deliverables associated with task include the following: Complete Bid Package o 100% Plans o 100% Specifications o 100% Opinion of Cost Estimate o Roadway Cross Sections Task 8 – Bidding Services a) Services and deliverables associated with task include the following: Provide bid advertisement to the Owner for advertisement of the Project Respond to questions received during the bid phase and issuing up to two addenda Manage the bid documents including the list of plan holders Attend one pre-bid meeting with potential bidders Evaluate the bids and provide a recommendation of award to the Owner b) City Responsibilities Attend pre-bid meeting Pay for bid advertisement costs c) Assumptions Budgeting for bidding task includes one bid process and assumes award to one Contractor Electronic bidding will be used via Task 9 – Construction Support a) As directed by the Owner, the Consultant will provide construction support, which DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- City of Star – SH 44, CanAda Road to Star Road September 7, 2021 Page 5 of 5 may include services, such as intermittent construction observation, shop drawing review, responding to questions during construction, evaluating contractor pay applications, and project closeout support. Service fees for this task will be determined later. Compensation The Consultant will be compensated on a lump sum basis for Tasks 1 through 8 and Subconsultant. Task 9 is shown on the table as well and will determined after design is completed. Summary of Professional Service Fees Schedule The anticipated milestones for the overall project schedule are listed below. Schedule is based on one-week review periods for the City of Star. Notice to Proceed September 8, 2021 Surveying Complete October 6, 2021 Preliminary Design (30%) October 27, 2021 95% Design Submittal December 3, 2021 Submit ITD 2111 December 6 ,2021 ITD Review December 13, 2021 100% Bid Documents January 8, 2021 Project Bidding January 8, 2021 Task Description Billing Fee/Budget Task 1 Project Management LS $ 12,000 Task 2 Topographic Design Survey LS 47,000 Task 3 Preliminary Design (30% Design) LS 57,000 Task 4 Drainage Analysis LS 41,000 Task 5 95% Design LS 81,000 Task 6 ITD Coordination and Application LS 19,000 Task 7 100% Bid Documents LS 22,000 Task 8 Bidding Services LS 18,000 Task 9 Construction Support LS/T&M TBD Total Lump Sum (Tasks 1-8) $ 297,000 DocuSign Envelope ID: 4088B263-1F2D-4FE2-B134-39776600C842 ---PAGE BREAK--- Star City Council Comprehensive Plan Transition Table Amendment Page 1 of 2 RESOLUTION NO. 2021- (City Initiated Comprehensive Plan Map Amendment) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF STAR, IDAHO, APPROVING AND ADOPTING, PURSUANT TO SECTION 67- 6509, IDAHO CODE, COMPREHENSIVE PLAN AMENDMENT F'OR THE CITY OF STAR. WHEREAS, Idaho Code Section 67-6509, provides that the City Council may adopt, amend, or repeal a comprehensive plan; WHEREAS, the City Council hereby finds that the proposed Comprehensive Plan Transition Table amendment to the 2019 Comprehensive Plan complies with the provisions of Idaho Code Section 67-6508; WHEREAS, the City Council discussed and approved the language and matrix during a public hearing on December 8, 2020; WHEREAS, the City Council now desires to adopt this Resolution for a Transition Table amendment. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF STAR, IDAHO, as follows: Section 1. The City of Star hereby inserts the following text and table to Section 8.2.3 Land Use Map Designations, Special Transition Overlay Area. For property in the Special Transition Areas with reasonable evidence that they will not be further subdivided in the future, the following table shall be used to guide development plans. Not likely to be subdivided in the future shall be mean: A legal encumbrance that prevents land from being further subdivided. This could include subdivision CC&Rs, easements granted to municipal or other political entities, voluntary development easements granted to conservation land trusts, or other legal encumbrances. This specifically excludes statements from landowners regarding future intent without some other legal encumbrance. Allowed Transition Density Near Special Transition Areas Existing Lot Zoning Allowed Adjacent Transition Allowed Across Road Transition RR(RT) or RUT with 1 acre or larger lots 1 acre lots 1/2 acre lots R-1, RR(RT), or RUT with smaller than 1 acre lots 1/3rd acre lots R-3 Section 2. This resolution shall be effective immediately as of the date of its adoption. ---PAGE BREAK--- Star City Council Comprehensive Plan Transition Table Amendment Page 2 of 2 DATED this 12th day of October 2021. CITY OF STAR, IDAHO Ada & Canyon Counties By: Trevor Chadwick, Mayor ATTEST: By: Jacob Qualls, City Clerk ---PAGE BREAK--- ORDINANCE NO. 341 (RIVERMOOR SUBDIVISION ANNEXATION) AN ORDINANCE ANNEXING TO THE CITY OF STAR CERTAIN REAL PROPERTY LOCATED IN THE UNINCORPORATED AREA OF ADA COUNTY, IDAHO; MORE SPECIFICALLY LOCATED AT 7290 N. STONEBRIAR LANE, ADA COUNTY PARCELS S0416347100, S0421212600 & S0421234110, IN STAR, IDAHO AND CONTIGUOUS TO THE CITY OF STAR; THE PROPERTIES ARE OWNED BY RAMA GROUP, LLC, BOBAK FAMILY TRUST, AND EDMONDS GROVES LAND HOLDINGS, INC.; ESTABLISHING THE ZONING CLASSIFICATION OF THE ANNEXED PROPERTY AS RESIDENTIAL WITH A DEVELOPMENT AGREEMENT (R-2-DA) OF APPROXIMATELY 144.26 ACRES; DIRECTING THAT CERTIFIED COPIES OF THIS ORDINANCE BE FILED AS PROVIDED BY LAW; PROVIDING FOR RELATED MATTERS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Star, Ada and Canyon County, Idaho (“the City”), is a municipal corporation organized and operating under the laws of the State of Idaho and is authorized to annex and to incorporate within the boundaries of the City contiguous real property in the manner provided by Section 50-222, Idaho Code; and WHEREAS, pursuant to Section 67-6524, Idaho Code, the City of Star has adopted the Unified Development Code Ordinance, the same being Ordinance No. 303, adopted on March 3, 2020 and subsequently amended; and WHEREAS, the owner(s) of the real property situated in the unincorporated areas of Ada County and particularly described in Section 2 of this Ordinance have requested, in writing, annexation of said real property to the City of Star; and WHEREAS, the Mayor and Council, held a public hearing on July 20, 2021 on the proposed annexation and zoning of the property described in Section 2 below, as required by Section 67-6525, Idaho Code, and determined that the requested annexation should be granted and that the annexed property should be zoned Residential with a Development Agreement (R-2-DA) pursuant to the Unified Development Code of the City of Star. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE CITY OF STAR, IDAHO, as follows: Section 1: The Mayor and Council of the City of Star, Idaho, hereby find and declare that the real property described in Section 2 of this Ordinance is contiguous to the City, that said property can be reasonably assumed to be used for orderly development of the City, that the owner(s) of said property have requested, in writing, annexation of said property by the City, and that the requirements of Section 50-222, Idaho Code, for annexation of said property, have been satisfied. Section 2: The real property, described in the attached “Exhibit including adjacent right of way, situated in Ada County, Idaho, is hereby annexed into the City of Star. From and ---PAGE BREAK--- after the effective date of this Ordinance, the residents and other occupants and property owners within such area shall enjoy all the rights and responsibilities and shall be subject to all ordinances, resolutions, police regulations, taxation and other powers of the City of Star as their fellow residents, occupants, and owners within the City of Star. Section 3: The zoning land use classification of the land described in Section 2 above, is hereby established as Residential with a Development Agreement (R-2-DA), as provided by the Unified Development Code of the City of Star. The Zoning Map of the City is hereby amended to include the real property described in Section 2 above in the Residential with a Development Agreement (R-2-DA) land use classification. Section 4: The City Clerk is hereby directed to file, within ten (10) days of passage and approval of this Ordinance, a certified copy of this Ordinance with the offices of the Auditor, Treasurer, and Assessor of Ada County, Idaho, and with the State Tax Commission, Boise, Idaho, as required by Section 50-223, Idaho Code, and to comply with the provisions of Section 63-215, Idaho Code, with regard to the preparation and filing of a map and legal description of the real property annexed by this Ordinance. Section 5: This Ordinance shall take effect and be in force from and after its passage, approval, and publication as required by law. In lieu of publication of the entire Ordinance, a summary thereof in compliance with Section 50-901A, Idaho Code maybe be published. DATED this day of 2021. CITY OF STAR Ada and Canyon County, Idaho BY: ATTEST: Trevor A. Chadwick, Mayor Jacob M. Qualls, City Clerk ---PAGE BREAK--- EXHIBIT A ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- DEVELOPMENT AGREEMENT RIVERMOOR SUBDIVISION This Development Agreement ("Agreement") is entered into by and between the City of Star, a municipal corporation in the State of Idaho, hereinafter referred to as "City", and RAMA Group, LLC, Bobak Family Trust, and Edmonds Groves Lane Holdings, Inc., hereinafter referred to as "Owners". WHEREAS, Owners owns parcels of land of approximately 130.51 acres (144.26 acres as annexed) in size, currently located within Ada County, zoned RUT and more particularly described in Exhibit A of Ordinance 341, which is attached hereto and incorporated by reference herein (the "Property"); WHEREAS, Owners has requested that the Property be annexed into the City and developed in accordance with the applicable ordinances and regulations of the City and this Agreement; WHEREAS, the City, pursuant to Section 67-6511A, Idaho Code, and Star City Code at Title 8, Chapter 1, has the authority to enter into a development agreement for the purpose of allowing, by agreement, a specific development to proceed in a specific area and for a specific purpose or use which is appropriate in the area, but for which all allowed uses for the requested zoning may not be appropriate; WHEREAS, the City has authority to enter into development agreements to condition annexations and re-zones; WHEREAS, Owners desires to be assured that it may proceed with allowing its Property to be rezoned in accordance with this Agreement; WHEREAS, the parties agree to the zoning designations for various parcels within the Property to be rezoned in accordance with this Agreement; WHEREAS, Owner filed with the City of Star, a Request for Annexation and Rezone of the Property and Zoning of R-2-DA, as File No. AZ-21-06, so that the City can review all the applications affecting the use and development of the Property in an integrated manner consistent with the City's Comprehensive Plan and Land Use Ordinances; WHEREAS, the intent of this Agreement is to protect the rights of Owner’s use and enjoyment of the Property while at the same time mitigating any adverse impacts of the development upon neighboring properties and the existing community and ensuring the Property is developed in a manner consistent with City Ordinances; THEREFORE, the City and Owner, for and in consideration of the mutual covenants, duties and obligations herein set forth, hereby agree as follows: Section 1. Legal Authority. This Agreement is made pursuant to and in accordance with the provisions of Idaho Code Section 67-6511A and Star City Code, Title 8, Chapter 1. ---PAGE BREAK--- Section 2. Development/Uses/Standards. 2.1 Development Acreage and Uses Permitted. As to the Parcel shown on Exhibit A, Owner is allowed to develop approximately 130.51 acres as follows: • Zoning Classification: The zoning classification shall be a R-2-DA. • The Owner shall comply with all city ordinances relating to the property except as otherwise provided herein. 2.2 Site Design. The Preliminary Plat/Concept Plan, as set forth in Exhibit B, is hereby approved. 2.3 Home Designs. The elevations illustrated in Exhibits C thru F are examples of building types requested by the applicant. 2.4 Uses. The development is hereby approved for a maximum of 252 single-family residential lots. 2.5 Setbacks. The development shall follow the setbacks required in the R-2 zoning district for the Residential Uses except as follows, as approved by Council*: • Side Yard Setbacks within the development to be 5 feet per story, except for Lots 19-31, Block 1, which will have 10-foot setbacks. • Front Yard Setbacks to be 15’ to the living area, 20’ to the garage measured from the edge of the driveway. • Rear Yard Setbacks on Lots 19-31 to be 50 feet. *Lot numbers based on approved Preliminary Plat 2.6 Additional Requirements: • Lots 8, and 10-13, Block 6, as they appear on the approved preliminary plat, shall be limited to one-story homes. • Subdivision approved for Private Streets with a Privacy Gate. • Single-Story Homes only on Lots 19-28, Block 1. • Community to comply with Dark Sky Ordinance for all lighting. • All ponds in the subdivision shall be prohibited from any motorized vehicles. • Gravel extraction to create the ponds shall be limited to a maximum of 2 years. • Lot 1, Block 1 will have a new, undulating berm installed at 6’-8’ in height and will be incorporated into and matching the existing Stonebriar berms and landscaping located on the western boundary of the subdivision. Applicant shall coordinate with Staff regarding locations and heights of berms. All ---PAGE BREAK--- landscaping maintenance shall be the responsibility of the Rivermoor HOA. Stonebriar HOA to provide access for maintenance. • Fencing shall include open rail fencing adjacent to internal open space, solid fencing between shared residential lots within Rivermoor, a six foot high solid fence adjacent to Stonebriar Subdivision Lots 22-31, and a six foot high wrought iron/open style fence located at the eastern toe of the berm along Lot 1, Block 1. Fencing shall be coordinate with Staff for location and style. • Access to Stonebriar Subdivision from Rivermoor will be limited to one emergency access with no other vehicle, pedestrian or animal access. Developer shall install an emergency gate that limits non-emergency vehicle, pedestrian and animal access and shall coordinate type with Staff and the Fire District. • Other than the new emergency only access, the Developer shall abandon all existing pedestrian and vehicular easements and adjust eastern property line along Stonebriar Lane. • Provide streetlight at the entrance to the subdivision off Joplin Road. • Meet ACHD final report requirements as approved by the District. 2.7 Proportionate Share Agreement for ITD Improvements. Developer has agreed to participate in the costs of construction or improvements to the portions of the State Highway System within the City of Star and/or City of Star Area of City Impact. The Developer will pay the $294,168.00 traffic mitigation fee determined, or as may be revised, by the Idaho Transportation Department as follows: the Developer will pay the City $1,167.33 per buildable lot within each phase prior to signature on the final plat for the applicable phase. The City will allocate the funds to roadway improvements in the vicinity of the project. The Developer shall pay this amount (unless otherwise revised by ITD) directly to the City of Star. The City will maintain this contribution in a specific Development Contributions account, to be distributed to ITD when requested for use with a specific Idaho Transportation Improvement Plan (ITIP) project within the City of Star Area of City Impact or City Limits in accordance with the terms of the Intergovernmental Agreement between the Idaho Transportation Department and the City of Star dated April 22, 2020. 2.8 Changes and Modifications. No change in the use or restrictions specified in this Agreement shall be allowed or changed without modification of this Agreement pursuant to the requirements of the Star City Ordinances. In the event Owner changes or expands the use permitted by this Agreement or fail to comply with the restrictions without formal modification of this Agreement as allowed by the Star City Ordinances, Owner shall be in default of this Agreement. 2.9 Conditions, Bonding for Completion. All of the conditions set forth herein shall be complied with or shall be bonded for completion by Owner before an Occupancy permit will be granted. Failure to comply with the Star City Ordinances or the terms of this Agreement shall result in a default of this Agreement by Owner. Owner may be allowed to ---PAGE BREAK--- bond for certain conditions at one hundred and fifty percent (150%) of the estimated cost of completion pursuant to Star City Ordinances. Section 3. Affidavit/Permission of Property Owner. Owner shall provide an affidavit or notarized signature agreeing to submit the Property to this Development Agreement and to the provisions set forth in Idaho Code section 67-6511A and Star Zoning Ordinance and such affidavit is incorporated herein by reference. Section 4. Default. The failure of Owner, its heirs or assigns or subsequent owners of the Property or any other person acquiring an interest in the Property, to faithfully comply with any of the terms and conditions of this Agreement shall be deemed a default herein. This Agreement may be modified or terminated by the Star City Council as set forth in the Star City Ordinances. In the event this Agreement is modified, Owner shall comply with the amended terms. Failure to comply with the amended terms shall result in default. In the event the City Council, after compliance with the requirements of the Star City Ordinances, determines that this Agreement shall be terminated, the zoning of the Property or portion thereof that has not been developed in accordance with this Agreement shall revert to its prior, or similar zoning designation. All uses of such property, which are not consistent with the prior zoning designation, shall cease. A waiver by the City of Star for any default by Owner of any one or more of the covenants or conditions hereof shall apply solely to the breach and breaches waived and shall not bar any other rights or remedies of the City or apply to any subsequent breach of any such or other covenants and conditions. Owner, by entering into this Agreement, do hereby consent to a reversion of the subject property to its prior, or similar zoning designation in the event there is a default in the terms and/or conditions of this Agreement. Section 5. Unenforceable Provisions. If any term, provision, commitment or restriction of this Agreement or the application thereof to any party or circumstances shall, to any extent, be held invalid or unenforceable, the remainder of the instrument shall remain in full force and effect. Section 6. Assignment and Transfer. After its execution, this Agreement shall be recorded in the office of the County Recorder. Each commitment and restriction on the development subject to this Agreement, shall be a burden on the Property, shall be appurtenant to and for the benefit of the Property and shall run with the land. This Agreement shall be binding on the City and Owner, and their respective heirs, administrators, executors, agents, legal representatives, successors and assigns: provided, however, that if all or any portion of the Property is divided, each owner of a legal lot shall only be responsible for duties and obligations associated with an owner's parcel and shall not be responsible for duties and obligations or defaults as to other parcels of lots within the Property. The new owner of the Property or any portion thereof (including, without limitation, any owner who acquires its interest by foreclosure, trustee's sale or otherwise) shall be liable for all commitments and other obligations arising under this Agreement with respect only to such owner's lot or parcel. ---PAGE BREAK--- Section 7. General Matters. 7.1 Amendments. Any alteration or change to this Agreement shall be made only after complying with the notice and hearing provisions of Idaho Code Section 67- 6509, as required by Star City Code. 7.2 Paragraph Headings. This Agreement shall be construed according to its fair meaning and as if prepared by both parties hereto. Titles and captions are for convenience only and shall not constitute a portion of this Agreement. As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others wherever and whenever the context so dictates. 7.3 Choice of Law. This Agreement shall be construed in accordance with the laws of the State of Idaho in effect at the time of the execution of this Agreement. Any action brought in connection with this Agreement shall be brought in a court of competent jurisdiction located in Ada County, Idaho. 7.4 Notices. Any notice which a party may desire to give to another party must be in writing and may be given by personal delivery, by mailing the same by registered or certified mail, return receipt requested postage prepaid, or by Federal Express or other reputable overnight delivery service, to the party to whom the notice is directed at the address of such party set forth below. Star: City of Star Attn: City Clerk P.O. Box 130 Star, ID 83669 Owner(s): RAMA Group, LLC Kevin Amar, Manager 1580 W. Cayuse Creek Drive Meridian, Idaho 83646 Bobak Family Trust Lisa Anne Bobak Trustee 736 Puerto Real Court Las Vegas, Nevada 89138-4602 Edmond Groves Land Holdings, Inc. Richard C. Groves, President 6223 N. Discovery Way Suite 100 Boise, Idaho 83713 ---PAGE BREAK--- 7.5 Effective Date. This Agreement shall be effective after delivery to each of the parties hereto of a fully executed copy of this Agreement. 7.6 Attorney Fees. Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorney fees as determined by a court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. IN WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed on the day and year set forth below. Dated this day 2021. Trevor A. Chadwick, Mayor ATTEST: Jacob M. Qualls, City Clerk ---PAGE BREAK--- OWNER: RAMA Group, LLC Kevin Amar, Manager STATE OF IDAHO ) ) ss. County of Ada ) On this day of 2021, before me the undersigned, a Notary Public in and for said state, personally appeared Kevin Amar, known or identified to me to be the person who subscribed his name to the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: ---PAGE BREAK--- OWNER: Bobak Family Trust Lisa Anne Bobak Trustee STATE OF NEVADA) ) ss. County of Clark ) On this day of 2021, before me the undersigned, a Notary Public in and for said state, personally appeared Lisa Anne Bobak, Trustee of the Bobak Family Trust known or identified to me to be the person who subscribed her name to the foregoing instrument and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal, the day and year in this certificate first above written. Notary Public for Nevada Residing at: My Commission Expires: ---PAGE BREAK--- OWNER: Edmonds Groves Land Holdings, Inc. Richard C. Groves, President STATE OF IDAHO ) ) ss. County of Ada ) On this day of 2021, before me the undersigned, a Notary Public in and for said state, personally appeared Richard C. Groves, known or identified to me to be the person who subscribed his name to the foregoing instrument, and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal, the day and year in this certificate first above written. Notary Public for Idaho Residing at: My Commission Expires: ---PAGE BREAK--- DEVELOPMENT FEATURES ACREAGE TOTAL PARCEL - 130.51 ACRES TOTAL LOTS - 274 TOTAL DWELLING UNITS - 251 BUILDABLE LOTS - SF RESIDENTIAL - 252 COMMON LOTS - 22 DENSITY DU/ACRE - 1.92 MINIMUM LOT SIZE: 7,300 sf AVERAGE LOT SIZE: XXXX sf OPEN SPACE REQUIRED: 15% TOTAL OPEN SPACE PROVIDED: 53.76 ac - 41% ZONING EXISTING - RUT PROPOSED - R-2 SEWAGE DISPOSAL STAR SEWER AND WATER DISTRICT WATER SUPPLY STAR SEWER AND WATER DISTRICT CITY STAR CITY SCHOOL DISTRICT WEST ADA FIRE DISTRICT STAR IRRIGATION DISTRICT EUREKA WATER CO OWNERS RAMA GROUP, LLC 1580W. CAYCUSE CREEK DR MERIDIAN, ID 83646 BOBAK FAMILY TRUST 736 PUERTO REAL CT LAS VEGAS NV 89138 DEVELOPER KEVIN AMAR BILTMORE COMPANY 9416 CAYUSE CREEK MERIDIAN ID 83646 ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 1119 E. STATE ST., SUITE 210 EAGLE, ID 83616 [PHONE REDACTED] PLANNER/CONTACT KENT BROWN PLANNING SERVICES 3161 SPRINGWOOD DR MERIDIAN, ID 83642 [PHONE REDACTED] L Y E I A B A. D I V A D P R O F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A H O 8 2 72 NOT FOR CONSTRUCTION TEL [PHONE REDACTED] www.baileyengineers.com 4242 N. BROOKSIDE LANE BOISE, ID 83714 CIVIL ENGINEERINGIPLANNINGICADD ailey Engineering, Inc. EXHIBIT B ---PAGE BREAK--- RIVERMOOR SUBDIVISION____ Exhibit C – 2 Story Home Elevations ---PAGE BREAK--- RIVERMOOR SUBDIVISION____ Exhibit D – 2 Story Home Elevations ---PAGE BREAK--- RIVERMOOR SUBDIVISION____ Exhibit E – 2 Story Home Elevations ---PAGE BREAK--- RIVERMOOR SUBDIVISION____ Exhibit F – Single Story Home Elevations ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 1 CITY OF STAR LAND USE STAFF REPORT TO: Mayor & Council FROM: Shawn L. Nickel, Planning Director & Zoning Administrator MEETING DATE: October 12, 2021 – PUBLIC HEARING – Tabled from September 7, 2021 FILE(S) AZ-20-19 Annexation and Zoning DA-20-24 Development Agreement PP-20-17 Preliminary Plat for Fountain Park Subdivision OWNER/APPLICANT/REPRESENTATIVE Applicant Property Owner: Challenger Development Inc. Corey Barton 1977 E. Overland Road 1977 E. Overland Road Meridian, ID 83642 Meridian, ID 83642 Representative: Becky McKay Engineering Solutions, LLP 1029 N. Rosario Street, Ste 100 Meridian, ID 83642 REQUEST Request: The Applicant is seeking approval of Annexation and Zoning (R-5-DA), a Development Agreement, and Preliminary Plat for a proposed residential subdivision consisting of 251 residential lots and 27 common lots. The property is located at 621 N. Palmer Lane in Eagle, Idaho and consists of 60.21 acres with a proposed density of 4.15 dwelling units per acre. PROPERTY INFORMATION Property Location: The subject property is generally located on the west side of N. Palmer Lane, approximately ¼ mile north of W. State Street. Ada County Parcel No. S0410315100. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 2 Surrounding Land Use/Designations: Zoning Designation Comp Plan Designation Land Use Existing RUT (County) Neighborhood Residential Agricultural/Residential Proposed R-5-DA Neighborhood Residential Single Family Residential North of site RUT (County) City of Eagle Impact Area – Mixed Use Agricultural/Residential South of site R-13/RUT (County) High Density Residential/Mixed Use Amazon Falls East of site RUT (County) City of Eagle Impact Area Agricultural/Residential West of site RUT (County) Neighborhood Residential Compact Residential Agricultural Existing Site Characteristics: The property is currently in agricultural production with an old home and outbuildings. Irrigation/Drainage District(s): Middleton Irrigation Association Middleton Mill Ditch Company P.O. Box 848 Middleton, ID 83644 Flood Zone: This property is not currently located in a Flood Hazzard Area. FEMA FIRM Panel Number: 16001C0130J Effective Date: 6/19/2020 Special On-Site Features: Areas of Critical Environmental Concern – No known areas. Evidence of Erosion – No evidence. Fish Habitat – No. Floodplain – No. Mature Trees – Yes – Along Drainage District No. 2 Drain. Riparian Vegetation – Yes – Along Drainage District No. 2 Drain. Steep Slopes – None. Stream/Creek – None. Unique Animal Life – No unique animal life has been identified. Unique Plant Life – No unique plant life has been identified. Unstable Soils – No known issues. Historical Assets – No historical assets have been observed. Wildlife Habitat – No known sensitive wildlife habitat observed. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 3 APPLICATION REQUIREMENTS Pre-Application Meeting Held June 30, 2020 Neighborhood Meeting Held November 14, 2020 Application Submitted & Fees Paid November 12, 2020 Application Accepted June 1, 2021 Residents within 300’ Notified June 1, 2021 Agencies Notified June 1, 2021 Legal Notice Published August 19, 2021 Property Posted August 16, 2021 HISTORY This property does not have any history of land use applications within the City of Star. CODE DEFINITIONS / COMPREHENSIVE PLAN UNIFIED DEVELOPMENT CODE: 8-1B-1: ANNEXATION AND ZONING; REZONE: B. Standards: 1. The subject property shall meet the minimum dimensional standards of the proper district. 2. The city may require a development agreement in conjunction with the annexation and zoning, or rezone, pursuant to Idaho Code section 67-6511A, which may include a concept plan. In addition to other processes permitted by city and state code, exceptions or waivers of standards, other than use, may be permitted through execution of a development agreement. A development agreement and concept plan shall be required for any rezone to a mixed-use zone, high density zone or land which includes steep slope (land over 25%) or floodway. 3. The termination of a development agreement shall result in the reversal of the official zoning map amendment approval and applicable development approval for any undeveloped portion of property subject to the development agreement. The undeveloped property subject to the development agreement shall be rezoned to the district classification as designated by the development agreement. When no designation is provided, the property shall revert to its original zoning or, if the original designation no longer exists, to the closest current equivalent zoning as determined by the current Comprehensive Plan Land Use Map designation. 4. An amendment or termination of a previously recorded development agreement shall be recorded in the office of the county recorder by the clerk. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 4 5. An approved development agreement must be executed within ninety (90) days of the meeting at which the development agreement is approved by the city council. A one-time administrative extension of maximum thirty (30) days may be granted by the zoning administrator. Additional extensions may be approved by majority vote of the city council. Failure to execute the development agreement within the required timeframe will result in the denial of all related applications. C. Required Findings: The council shall review the application at the public hearing. In order to grant an annexation and zoning or rezone, the council shall make the following findings: 1. The map amendment complies with the applicable provisions of the comprehensive plan; 2. The map amendment complies with the regulations outlined for the proposed district; 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; and 4. The map amendment shall not result in an adverse impact upon the delivery of services by any political subdivision providing public services within the city. 5. The annexation (as applicable) is in the best interest of city. 8-3A-1: ZONING DISTRICTS AND PURPOSE ESTABLISHED: R RESIDENTIAL DISTRICT: To provide regulations and districts for various residential neighborhoods. Gross density in a Residential district shall be determined according to the numeral following the R. The numeral designates the maximum number of dwelling units per acre. In zoning designations of R-1, R-2, R-3, R-4 and R-5, housing shall be single family detached unless approved with a PUD or development agreement. Connection to municipal water and sewer facilities are required for all subdivision and lot split applications submitted after the effective date hereof in all districts exceeding one dwelling unit per acre. Wells and septic systems may be permitted for larger lots in this land use designation that are not adjacent to municipal services, as determined by the Sewer District, and if approved by the applicable Health Department. Private streets may be approved in this district for access to newly subdivided or split property. This district does allow for some non-residential uses as specified in 8-3A-3. DA DEVELOPMENT AGREEMENT: This designation, following any zoning designation noted on the official zoning map of the city C-2-DA), indicates that the zoning was approved by the city with a development agreement, with specific conditions of zoning. 8-3A-3: USES WITHIN ZONING DISTRICTS The following table lists principal permitted accessory uses conditional or prohibited uses. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 5 8-3A-4: ZONING DISTRICT DIMENSIONAL STANDARDS: Notes: 1. Interior side yard setbacks for lots with 50’ or less of lot width shall be allowed 5’ interior side yard setbacks for one and two-story structures. 2. Front yard setback shall be measured from the face of the garage to the face of the sidewalk, allowing for 20’ of parking on the driveway without overhang onto the sidewalk. 8-4E-2: COMMON OPEN SPACE AND SITE AMENITY REQUIREMENTS - STANDARDS: A. Open Space and Site Amenity Requirement (see also Chapter 8 “Architectural Review”): 1. The total land area of all common open space shall equal or exceed fifteen percent (15%) of the gross land area of the development. Ten percent (10%) of that area shall be usable open space. 2. Each development is required to have at least one site amenity. 3. One additional site amenity shall be required for each additional twenty (20) acres of ZONING DISTRICT USES A R-R R Accessory structure A A A Dwelling: Multi-family 1 N N C Secondary 1 A A A Single-family attached N N C Single-family detached P P P Two-family duplex N N P ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 6 development area, plus one additional amenity per 75 residential units. 4. Developments with a density of less than 1 dwelling units per acre may request a reduction in total required open space and amenities to the Council. Developments with a density of less than 2 dwelling units per acre may request a 50% reduction in total required open space to the Council. 5. For multi-family developments, see Section 8-5-20 for additional standards. B. Qualified Open Space: The following may qualify to meet the common open space requirements: 1. Any open space that is active or passive in its intended use, and accessible or visible by all residents of the development, including, but not limited to: a. Open grassy area of at least fifty feet by one hundred feet (50' x 100') in area; b. Qualified natural areas; c. Ponds or water features where active fishing, paddle boarding or other activities are provided (50% qualifies towards total required open space, must be accessible by all residents to qualify.) ponds must be aerated; d. A plaza. 2. Additions to a public park or other public open space area. 3. The buffer area along collector and arterial streets may be included in required overall common open space for residential subdivisions. 4. Parkways along local residential streets with detached sidewalks that meet all the following standards may count toward the common open space requirement: a. The parkway is a minimum of eight feet in width from street curb to edge of sidewalk and includes street trees as specified otherwise herein. b. Except for alley accessed dwelling units, the area for curb cuts to each residential lot or common driveway shall be excluded from the open space calculation. For purposes of this calculation, the curb cut area shall be a minimum area of twenty-six feet (26') by the width of the parkway. c. Stormwater detention facilities do not qualify to meet the common area open space requirements, unless all of the following is met: 1. Must be at least fifty feet by one hundred feet (50' x 100') in area; 2. Specifically designed as a dual use facility, as determined by the administrator, to include minimal slopes, grass throughout, and guarantee of water percolation within 24 hours of storm event. 3. Is located in a development that has a second usable open space area that contains a ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 7 qualified site amenity as herein defined. 5. Visual natural space, including open ditches, wetlands, slopes or other areas that may not be readily accessible to residents, and is provided with open style fencing, may qualify for up to 20% of the required open space total. C. Qualified Site Amenities: Qualified site amenities shall include, but not be limited to, the following: 1. Clubhouse; 2. Fitness facilities, indoors or outdoors; 3. Public art; 4. Picnic area; or 5. Recreation amenities: a. Swimming pool. b. Children's play structures. c. Sports courts. d. Additional open space in excess of 5% usable space. e. RV parking for the use of the residents within the development. f. School and/or Fire station sites if accepted by the district. g. Pedestrian or bicycle circulation system amenities meeting the following requirements: The system is not required for sidewalks adjacent to public right of way; The system connects to existing or planned pedestrian or bicycle routes outside the development; and The system is designed and constructed in accord with standards set forth by the city of Star; D. Location: The common open space and site amenities shall be located on a common lot or an area with a common maintenance agreement. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 8 COMPREHENSIVE PLAN: 8.2.3 Land Use Map Designations: Neighborhood Residential Suitable primarily for single family residential use. Densities in the majority of this land use area are to range from 3 units per acre to 5 units per acre. Densities not exceeding 1 to 2 units per acre are to be encouraged in areas of the floodplain, ridgeline developable areas, hillside developable areas, and where new residential lots are proposed adjacent to existing residential lots of one acre and larger where those existing larger lots are not likely to be subdivided in the future. 8.3 Goal: Encourage the development of a diverse community that provides a mix of land uses, housing types, and a variety of employment options, social and recreational opportunities, and where possible, an assortment of amenities within walking distance of residential development. 8.4 Objectives: • Implement the Land Use Map and associated policies as the official guide for development. • Manage urban sprawl in order to minimize costs of urban services and to protect rural areas. • Encourage land uses that are in harmony with existing resources, scenic areas, natural wildlife areas, and surrounding land uses. 8.5.3 Policies Related Mostly to the Urban Residential Planning Areas: A. The Neighborhood Residential Land Use is to encourage urban style development densities to limit urban sprawl. B. Low densities within the Neighborhood Residential Land Use are to be designed within the floodplain, ridgeline developable areas, hillside developable areas and where new residential lots are proposed adjacent to existing residential lots of one acre and larger where those existing larger lots are not likely to be subdivide in the future. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 9 8.5.9 Additional Land Use Component Policies: • Encourage flexibility in site design and innovative land uses. • Work with Ada County Highway District (ACHD), Canyon Highway District #4 (CHD4), and Idaho Department of Transportation (ITD) for better coordination of roadway and access needs. • Support well-planned, pedestrian-friendly developments. • Dark sky provision should be adopted within the code to assure down style lighting in all developments and Star should consider joining the International Dark Sky Association. 18.4 Implementation Policies: F. Development Agreements allow the city to enter into a contract with a developer upon rezoning. The Development Agreement may provide the city and the developer with certain assurances regarding the proposed development upon rezoning. PROJECT OVERVIEW ANNEXATION & REZONE: The applicant is requesting approval of an annexation and rezone application to change the zoning designation on 60.21 acres from Rural Urban Transitional (RUT) to Neighborhood Residential This zoning district would allow for a maximum residential density of 5 dwelling unit per acre. The property is located in an area that will be serviceable with central sewer and water provided by Star Sewer and Water District in the near future. The property has already annexed into the Star Sewer and Water district. A lift station has been installed within the Amazon Falls development and both sewer and water lines have been stubbed to the southern edge of the property. The property will be accessed by a public road and currently has frontage onto N. Palmer Road. All roads in the development will be public. The rezone request includes a development agreement that will address future density and development standards. PRELIMINARY PLAT: The Preliminary Plat submitted contains 173 single family residential lots, 78 townhomes and 27 common area lots on 60.21 acres. This equates to 4.15 dwelling units per acre. The lots will have access and frontage from public streets. The single-family residential lots will have a range of widths, including 40, 50, 60, and 70 feet with depths ranging from 100 to 120 feet. Lots will range in size from 4,200 square feet to 15,8002 square feet with the average buildable lot being 6,503 square feet. The Townhome lots will range in size from 2,800 square feet to 7,598 square feet with the average buildable lot being 3,769 square feet. The submitted preliminary plat is showing all local roads with a 50-foot wide right of way with paved streets measuring 36 feet ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 10 from back of curb to back of curb. Sidewalks are proposed to be attached with a 5-foot, concrete sidewalk on the majority of the internal streets, with detached sidewalk along the collector street from Palmer. Street names must be obtained by the Ada County Street Naming Committee prior to signature of the final plat. The applicant is proposing 14.66 acres (24.22%) of open space, including 10.96 acres (18.11%) of usable open space, which satisfies the Unified Development Code. The Unified Development Code, Section 8-4E-2 requires a development of this size to have a minimum of 6 site amenities. The applicant is proposing a pool facility, playground equipment, a picnic gazebo, a pond, pocket park with a pickleball court and multiple pathways and micro pathways that connect the development to the common areas and amenities. There is also a 1.03-acre open area with a pathway. These amenities satisfy the code requirement for development amenities. Discussions with ACHD indicate that N. Palmer Lane is designated as a collector road. The applicant will be required to dedicate additional right of way and install curb, gutter and a detached sidewalk along their N. Palmer Lane Frontage. ADDITIONAL DEVELOPMENT FEATURES: • Gravel Extraction of Ponds The development will include the excavation of one new pond. This will be handled through gravel extraction that may include removal of aggregate from the property and onto the public street network. Details including but not limited to noise, haul routes, operation hours, length of time, dust control and other issues shall be discussed with Council and conditioned appropriately with the approval of the application. A temporary use permit shall be required prior to any excavation. • Ponds The future water feature within the development shall be designed and maintained in a manner that protects the public safety. This will include aerators to prevent algae and mosquito issues, safety ring stations throughout the water feature locations, safety shelfs and erosion consideration. • Sidewalks Internal sidewalks are proposed at five-foot widths and will be both attached and detached. Sidewalks will be detached along N. Palmer Lane and on both sides of W. Wilder Farms Drive. All other sidewalks will be attached within the subdivision. • Lighting Streetlights shall reflect the “Dark Sky” criteria with all lighting. The same streetlight design shall continue throughout the entire development. The applicant has ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 11 submitted a streetlight plan. Staff would like to work with the applicant on a few of the streetlight locations. All other proposed light locations satisfy City code. Applicant has provided a streetlight design/cut sheet for City approval. The pole is acceptable; however, the fixture type does not meet code requirements of a flush fixture face with no bulb or LED below the fixture face. Applicant will be required to work with Staff and submit an updated cut sheet and design before signature of the final plat. • Street Names Applicant has not provided documentation from Ada County that the street names are acceptable and have been approved. This will be required at final plat. Current names on the preliminary plat do not conform to the private road naming standards. • Subdivision Name Applicant has not provided a letter from Ada County that the subdivision name has been approved and reserved for this development. This will be required at final plat before the mylar can be signed. • Landscaping - As required by the Unified Development Code, Chapter 8, Section 8-8C-2- M Street Trees; A minimum of one street tree shall be planted for every thirty-five (35) linear feet of street frontage. The applicant shall use “Treasure Valley Tree Selection Guide”, as adopted by the Unified Development Code. Section 8-8C-2, J5 states that a minimum of one deciduous shade tree per four thousand (4,000) square feet of common area shall be provided. The submitted landscape plan appears to satisfy these requirements for the open areas and detached sidewalks. All other streets in the development do not show street trees. These will need to be added once driveways are designed to receive occupancy permits. • Setbacks – The applicant is requesting a setback waiver to accommodate the townhomes, however the requested setbacks for the single-family homes are in compliance with the R-5 zone requirements of the Unified Development Code. • Block – All blocks meet the 750’ block length requirement. • Mailbox Cluster – Applicant has not provided documentation from a Postmaster depicting the approved location for the mailbox cluster for the development. This will be required prior to signing the final plat. • Phasing – The development is proposing to be built out in six phases. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 12 DEVELOPMENT AGREEMENT Through the Development Agreement process, the applicant is proposing to work with the City and neighboring property owners to provide further insurances that the development will be built as presented and/or modified by the Council through the review process. Items that should be considered by the applicant and Council include the following: • Density; • ITD Proportionate Share Fees; • Emergency Access • Gravel Extraction Operation • Pond Operation and Maintenance AGENCY RESPONSES ITD Pending Star Fire District August 30, 2021 DEQ June 11, 2021 ACHD August 6, 2021 COMPASS April 5, 2021 Keller and Associates August 19, 2021 Drainage District #2 June 2, 2021 Central District Health June 10, 2021 PUBLIC RESPONSES No public comments have been received. STAFF RECOMMENDATION Based upon the information provided to staff in the applications and agency comments received to date, the proposed annexation and zoning request and associated applications including the preliminary plat meets the requirements, standards and intent for development as they relate to the Comprehensive Plan and Unified Development Code. The proposed density of 4.15 dwelling unit per acre is within the range of 3-5 dwelling units per acre allowed in the Neighborhood Residential Comprehensive Plan Future Land Use Map. Staff is supportive of proposed diversity in lot sizes, housing sizes and density that the (R-5) zoning designation will provide. The Council should consider the entire record and testimony presented at their scheduled public hearing prior to rendering its decision on the matter. Should the Council vote to approve the applications, either as presented or with added or revised conditions of approval, Council shall direct staff to draft findings of fact and conclusions of law for the Council to consider at a future ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 13 date. A development agreement will also be brought back to the Council for review of proposed Conditions of Approval for the rezone. FINDINGS The Council may approve, conditionally approve, deny or table this request. In order to approve these applications, the Unified Development Code requires that Council must find the following: ANNEXATION/REZONE FINDINGS: 1. The map amendment complies with the applicable provisions of the Comprehensive Plan. The purpose of the Star Comprehensive Plan is to promote the health, safety, and general welfare of the people of the City of Star and its Impact Area. Some of the prime objectives of the Comprehensive Plan include: ✓ Protection of property rights. ✓ Adequate public facilities and services are provided to the people at reasonable cost. ✓ Ensure the local economy is protected. ✓ Encourage urban and urban-type development and overcrowding of land. ✓ Ensure development is commensurate with the physical characteristics of the land. The goal of the Comprehensive Plan for Land Use is to encourage the development of a diverse community that provides a mixture of land uses, housing types, and a variety of employment options, social and recreational opportunities, and where possible provides an assortment of amenities within walking distance of a residential development. The Council must find compliance with the Comprehensive Plan. 2. The map amendment complies with the regulations outlined for the proposed district, specifically, the purposes statement. The Council must find that the proposal complies with the proposed district and purpose statement. The purpose of the Estate Residential District is to provide for development suitable primarily for residential use. Densities in this land use area are to range from 1 unit per acre to 3 units per acre. Densities not exceeding 1 to 2 units per acre are to be encouraged in areas of the floodplain, ridgeline developable areas, hillside developable areas, and where new residential lots are proposed adjacent to existing residential lots of one acre and larger where those existing larger lots are not likely to be subdivided in the future. Clustering is encouraged to preserve open space. 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; and ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 14 The Council must find that there is no indication from the material submitted by any political agency stating that this annexation and zoning of this property will be materially detrimental to the public health, safety or welfare. 4. The map amendment shall not result in an adverse impact upon the delivery of services by any political subdivision providing public services within the city including, but not limited to, school districts. The Council must find that it has not been presented with any information from agencies having jurisdiction that public services will be adversely impacted other than traffic, which will continue to be impacted as the City grows. 5. The annexation is in the best interest of the city. The Council must find that this annexation is reasonably necessary for the orderly development of the City. PRELIMINARY PLAT FINDINGS: 1. The plat is in compliance with the Comprehensive Plan. The City must find that this Plat follows designations, spirit and intent of the Comprehensive Plan regarding residential development and meets several of the objectives of the Comprehensive Plan such as: 1. Designing development projects that minimize impacts on existing adjacent properties, and 2. Managing urban sprawl to protect outlying rural areas. 2. Public Services are available or can be made available and are adequate to accommodate the proposed development. The City must find that Agencies having jurisdiction on this parcel were notified of this action, and that it has not received notice that public services are not available or cannot be made available for this development. 3. There is public financial capability of supporting services for the proposed development; The City must find that they have not been notified of any deficiencies in public financial capabilities to support this development. 4. The development will not be detrimental to the public health, safety or general welfare; The City must find that it has not been presented with any facts stating this Preliminary Plat will be materially detrimental to the public health, safety and welfare. Residential uses are a permitted use. 5. The development preserves significant natural, scenic or historic features; The City must find that there are no known natural, scenic, or historic features that have been identified within this Preliminary Plat. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 15 Upon granting approval or denial of the application, the Council shall specify: 1. The Ordinance and standards used in evaluating the application; 2. The reasons for recommending approval or denial; and 3. The actions, if any, that the applicant could take to obtain approval. CONDITIONS OF APPROVAL 1. The approved Preliminary Plat for the Fountain Park Subdivision shall comply with all statutory requirements of applicable agencies and districts having jurisdiction in the City of Star. 2. The applicant shall enter into a Development Agreement with the City, agreeing to proportionate share assessment by ITD regarding impacts to the State Highway System. ITD has calculated the fees to be $TBD. These fees will be collected by the City of Star, by phase, prior to final plat signature. The development agreement shall be signed and recorded as part of the ordinance for annexation and zoning and shall contain the details of the fees to be collected. 3. Streetlights shall comply with the Star City Code and shall be of the same design throughout the entire subdivision. Streetlights shall be continuous throughout the subdivision and shall be maintained by the Homeowners Association. Streetlights shall be installed and energized prior to issuing of building permits. Design shall follow Code with requirements for light trespass and “Dark Skies” lighting. Applicant/Owner shall work with staff and submit a streetlight design that meets city standards prior to Final Plat approval. Streetlights shall comply with the Star City Code regarding light trespass and “Dark Sky” initiative. 4. The property with the approved Preliminary Plat shall be satisfactorily weed abated, preventing a public nuisance, per Star City Code. 5. All signed Irrigation District Agreements with the Irrigation Districts shall be provided to the City of Star with each subsequent Final Plat application. 6. Street trees shall be installed per Chapter 8, Section 8-8C-2-M(2) Street Trees. Applicant shall provide locations for the local street trees at the time of final plat. If driveway locations will not be determined until sale of the lot, Applicant agrees to not receive the Certificate of Occupancy until street trees are confirmed in place. 7. Pressurized irrigation systems shall comply with the Irrigation District(s) and the City of Star Codes. Plans for pressurized irrigation systems shall be submitted to, and approved by the City of Star Engineer, prior to installation. 8. A plat note supporting the “Right to Farm Act” as per Idaho Code Title 22, Chapter 45, shall be shown on the Final Plat. 9. A copy of the CC&R’s shall be submitted to the City of Star at Final Plat. 10. A letter from the US Postal Service shall be given to the City at Final Plat stating the subdivision is in compliance with the Postal Service. ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION ANNEXATION/ZONING, DEVELOPMENT AGREEMENT, PRELIMINARY PLAT FILE # AZ-20-19/DA-20-24/PP-20-17 16 11. A form signed by the Star Sewer & Water District shall be submitted to the City prior to the signature of the Final Plat stating that all conditions of the District have been met, including annexation into the District. 12. Prior to signing the final plat, Applicant shall provide approval from Ada County for the subdivision name and street names. 13. A plat note shall state that development standards for residential development shall comply with the effective building and zoning requirements at time of building permit issuance, unless amended in the Development Agreement or CUP conditions. 14. Development standards for single family residential units shall comply with effective building and zoning requirements at time of building permit issuance, or as approved through the Development Agreement or as stated herein. 15. All common areas shall be owned and maintained by the Homeowners Association. 16. The applicant shall provide a sign, to be located at all construction entrances, indicating the rules for all contractors that will be working on the property starting at grading and running through home sales that addresses items including but not limited to dust, music, dogs, starting/stopping hours for contractors (7a.m. start time). Sign shall be approved by the City prior to start of construction. 17. A sign application is required for any subdivision signs. 18. Owner/Developer will agree to install a 2” (High Density Polyethylene) HDPE SDR-11 roll pipe in the shared utility trench to be used for future fiber optic and/or copper telecommunication cables. 19. Any additional Condition of Approval as required by Staff and City Council. COUNCIL DECISION The Star City Council File Number AZ-20-19/DA-20-24/PP-20-17 for Fountain Park Subdivision on 2021. ---PAGE BREAK--- ---PAGE BREAK--- FOUNTAIN PARK SUBDIVISION Annexation/Zoning and Preliminary Plat Applications NARRATIVE Introduction: Challenger Development, Inc., hereby applies for annexation and zoning of 60.21 acres to R-5 with a preliminary plat for 173 single-family residential lots, 78 townhome lots, and 27 open space lots for Fountain Park Subdivision. Located west of N. Palmer Lane and north of State Highway 44, the Mossman Lateral traverses the property from east to west. Drainage District No. 2 (Drain No. 10) is located within the western portion of the property. The Pollard Lateral crosses to the west side of Palmer Lane and flows south off-site. A portion of the easement for the Pollard Lateral impacts the subject property. The topography of the property varies in elevation from 2500 along N. Palmer Lane to 2491 along the bank of the Drainage District No. 2 facility. The property slopes west to the drain with an elevation difference of 9 feet. The portion of the subject parcel located on the west side of the drain gently slopes from west to east. Existing Use on the Property: The property is currently in agricultural production along with an existing cattle operation present on the site. There are an existing 714-square-foot single-family dwelling (constructed in 1944) and agricultural accessory buildings on the site. All structures will be removed. Comprehensive Plan and Surrounding Land Uses: The City of Star’s Land Use Map designates the area as Neighborhood Residential. This designation allows for a mixture of housing types with densities of 3 to 5 dwelling units per acre. The applicant is requesting annexation and zoning to R-5. The surrounding uses within the immediate area are as follows: North – agricultural and estate residential (RUT zoning); South – Amazon Falls development (R-13 zoning) and agricultural (RUT zoning); East – agricultural and residential (RUT zoning); and West - proposed commercial, multi-family and residential development (C-2 and RUT zoning). Single-family residential development has been expanding from the City of Eagle south along N. Palmer Lane. The Amazon Falls development, located south of the subject site, was approved by the City of Star and is currently under construction. The project includes a mixture of four-plex units, apartments and commercial office uses. The City of Star updated the Comprehensive Plan Land Use Map and has modified the designation of the parcel from Compact to Neighborhood Residential on the adopted map. The proposed Fountain Park Subdivision is in compliance with the new land use designation of Neighborhood Residential. Annexation/Rezone and Compatibility: The applicant is requesting annexation and rezone of 60.21 acres from RUT (Rural Urban Transition) to R-5 (Medium-Density Residential District). The proposed zoning of R-5 will provide a transition from the Amazon Falls development, which has an R-13 zoning designation. The undeveloped RUT parcels located south of Fountain Park are designated as Mixed Use on the Star Comprehensive Plan Land Use Map and anticipated to develop with a variety of similar uses within Amazon Falls, including multi-family, commercial and office. The property located southwest of the subject site, the Pardoe property, has multiple land use designations which ---PAGE BREAK--- include Commercial, High-Density Residential, Compact Residential, and Neighborhood Residential. The parcel located along the north boundary of the Fountain Park project is owned by one of the subsidiaries of CBH Homes and lies within Eagle’s Area of Impact. The property is 118.95 acres and is currently in the concept plan phase. The lots proposed along the north boundary of Fountain Park Subdivision are approximately 70 feet wide and 120 feet deep, which is consistent with the lots within Snoqualmie River Subdivision located on the north boundary of the 118.95- acre parcel. Residential Lots and Density: Fountain Park Subdivision provides four different types of single-family residential lots. Lot widths include 40, 50 60, and 70 feet with depths ranging from 100 to 120 feet. Single-family lots range in size from 4,200 square feet to 15,802 square feet, with an average lot size of 6,503 square feet. The project incorporates 78 townhome lots with sizes ranging from 2,800 square feet to 7,598 square feet and an average lot size of 3,769 square feet. The combined average lot size including the townhome and single-family lots is 5,552 square feet. The proposed gross density of the project is 4.15 dwelling units per acre (du/acre), with a net density of 7.70 du/acre. The variety of lot widths, depths, attached and detached units will accommodate different house plans and residential lifestyles. A project phasing plan has been provided reflecting six phases. The applicant respectfully requests phasing flexibility to adjust the number of lots, combination of lots and number of phases to reflect changing market conditions. Sewer and Water Facilities: The development is currently serviceable with central sewer and water by Star Sewer and Water District. A regional lift station has been installed within the Amazon Falls development to provide sewer service to parcels within this area. A 10-inch gravity sewer main line has been installed within Amazon Falls with an 8-inch sewer main stubbed to the subject property’s south boundary. A 12-inch water main has been extended north from State Highway 44 at the intersection of Short Street and north through Amazon Falls. The water main is stubbed to the south boundary of Fountain Park Subdivision. The applicant, Challenger Development, Inc., has paid his proportionate share of the lift station, gravity sewer main line, water main line and permanent pressure sewer mains that will serve this area in the amount of $234,932.00. Sewer service for the area west of Drainage District No. 2 drain may sewer into an existing 10-inch sewer main line located in Schultz Drive or east across the drain if 5 feet of cover can be maintained over the sewer main line. The applicant has been coordinating with the property owner to obtain an easement if the westerly route is necessary. Sewer and water capacities exist for service of the proposed development, and the applicant has been annexed into the Star Sewer and Water District. The Fountain Park development will extend all utility services within the project and provide public streets designed to meet the standards of Ada County Highway District and the City of Star. Transportation: Ada County Highway District Master Street Map designates N. Palmer Lane as a collector roadway. The applicant will be required to dedicate 12 feet of additional right-of-way, widen the collector road and install curb, gutter and detached sidewalk along the N. Palmer Lane frontage. ---PAGE BREAK--- It is anticipated that the Palmer Lane intersection with State Highway 44 will require widening and signalization. Acquisition of additional right-of-way by the District is necessary to implement widening and signalization of the intersection. The applicant is coordinating with the property owner to the west to obtain an easement or right- of-way to complete a public street connection to N. Hamlin Avenue. The applicant will install a vehicular crossing at the Drainage District No. 2 drain, creating a secondary public street connection to Hamlin Avenue. The Fountain Park development includes a mixture of attached and detached sidewalks. The collector road, W. Wilder Farms Street, will have a 50-foot-wide right-of-way with a 36-foot- wide street section, vertical curb and detached sidewalks. The proposed right-of-way for the local streets will be 47 feet in width with a 36-foot-wide street section, rolled curb, gutter and attached sidewalks. Traffic Impact Study: A traffic impact study has been prepared for the project by CR Engineering, Inc. The traffic impact study was submitted to Ada County Highway District and ITD for their review, comment and approval. Comments were received from Ada County Highway District on April 13, 2021. The traffic engineer responded to the comments on April 19, 2021. At buildout in 2025, the Fountain Park development will generate approximately 2,271 daily trips per day with 166 trips during the AM peak hour and 219 trips during PM peak hour. Irrigation, Drainage and Pressure Irrigation Facilities: The subject property has water rights (60 shares) with Middleton Mill Ditch Company. The appropriation is 1 share per acre and each share equates to one miner’s inch or 9 gallons per minute. The property is currently irrigated from two points of delivery from the Middleton Mill Ditch Company facilities. One point of delivery is from the Mossman Lateral and the second is from the Pollard Lateral. The applicant’s representative met with Allen Funkhouser concerning piping of the Mossman Lateral with a 24-inch RCP and the applicable easement width. The Pollard Lateral will be piped along the Palmer Lane frontage and protected by an easement. A wider landscape buffer of 50 feet in width has been provided along Palmer Lane to allow for the piping and additional area for landscaping. The Pollard Lateral is off-site, but adjacent to the south boundary. A portion of the Pollard Lateral easement, approximately 25 feet, lies within the subject property. The easement area is preserved within a common lot to be owned and maintained by the homeowners’ association. A 5-foot-wide pathway is proposed within the easement to enhance the pedestrian opportunities in the area. The main drain for Drainage District No. 2 is located within the western portion of the subject property. The applicable easement is 50 feet from centerline and 25 feet from top of bank for maintenance purposes. A stub drain enters the site from the Amazon Falls development that was partially piped with a 24-inch RCP. The developer will eliminate the open stub drain and pipe the remainder of the with a 24-inch RCP within a common lot. A 5-foot-wide pathway will be installed within the common lot of the stub drain to connect to the pathway along the Pollard Lateral easement. ---PAGE BREAK--- A pressurized irrigation pump station will be installed at the proposed pond within Lot 1C, Block 8. The pump station will have adequate water supply and storage in the pond to provide the necessary water to meet the peak demand at buildout of the development. The homeowners’ association will be assessed by the Middleton Mill Ditch Company for the irrigation water. The applicant’s representative will obtain approval from Allen Funkhouser at Drainage District No. 2 and Middleton Mill, including approval by their respective Boards, for any relocation or piping of live ditches or drainage facilities. A fourteen-foot-wide asphalt multi-use pathway is proposed along the east side of the Drainage District No. 2 (No. 10 drain). The pathway will provide maintenance for the District and access for pedestrian/bicycle uses. Fencing along the drain will be wrought iron as required by the District. All internal concrete ditches and waste ditches that do not serve other properties will be abandoned and removed from the site. Storm drainage will be retained on site, and discharge into the drain will not exceed pre- development flows. Local streets will utilize a combination of above-ground retention and detention facilities within the common areas along with subsurface seepage bed facilities. All storm drainage facilities will be designed in accordance with Ada County Highway District and Department of Environmental Quality standards. Test holes were installed on the property and a geotechnical report was prepared by Materials Testing and Inspection (Atlas) for the site. Piezometers were installed to monitor the groundwater levels over a one-year period. Amenities: Common lots within the development equate to 14.66 acres, or 24.22 percent of the overall site. The qualified or useable open space within the project is 10.96 acres, or 18.11 percent of the site. The proposed amenities within the project include a 3.58-acre central common area with a pool facility, playground equipment, picnic gazebo, pond, and pathways; and a 1.03-acre linear open space lot with a pathway. A 0.57-acre pocket park with a pickleball court and guest parking will be provided within the townhome area. A 20-foot-wide mew is provided within Block 9 and consists of 0.98 acre. The westerly townhome area has 0.86 acres of open space and guest parking. The project has incorporated micro- and multi-use pathways throughout the open space to provide significant opportunities for walking and biking within the development. The multiple paths provide interconnection to the central open space and other open spaces with amenities. The project will provide for a fourteen-foot-wide asphalt pathway along the east side of the Drainage District No. 2 Drain, allowing for a maintenance by the District and interconnectivity to future adjoining projects. Preliminary Plat: Overall Preliminary Plat Data: Total Site Area: 60.21 acres Single-Family Residential Area: 25.83 acres (42.68%) Townhome Residential Area: 6.75 acres (11.15%) Public Right-of-way Area: 12.25 acres (20.24%) N. Palmer Lane Right-of-way: 1.03 acres (1.70%) Common Area: 14.66 acres (24.22%) Minimum Single-Family Residential Lot Size: 4,200 square feet Minimum Townhome Residential Lot Size: 2,800 square feet ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 18 15 3 12 8 16 4 17 14 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 6 7 9 10 13 2 3 5 18 15 3 12 8 16 4 17 14 RELOCATED MOSSMAN LATERAL 6 7 9 10 13 2 3 5 S ITS MITS BLOCK 7 BLOCK 6 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 9 BLOCK 7 BLOCK 8 BLOCK 9 EX. MOSSMAN LATERAL EX. MOSSMAN LATERAL 8 15 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 7 30 29 8 15 SMAN LATERAL BLOCK 10 N. PALMER LANE NOTE: EX. HOUSE AND STRUCTURES TO BE REMOVED AND DISPOSED OF EX. DITCH TO BE ABANDONED EX. POLLARD LATERAL RELOCATED MOSSMAN LATERAL EX. MOSSMAN LATERAL W. REGENT STREET W. NEWTOWN STREET W. SIMSBURY STREET N. SAYBROOK AVE N. SOMERS AVENUE N. TALLIS AVE W. WILDER FARMS DRIVE W. REGENT STREET N. GRAMVILLE AVENUE W. BLUFORD ST. W. SHULTZ ST. E W. SIMSBURY ST. W. MANSELL ST. N. STANDFORD WAY DD2 STUB DRAIN W. WILDER FARMS DRIVE W. HINSDALE DRIVE 7 30 29 2 5 3 2 1 4 EX. POLLARD LATERAL DD2 MAIN DRAIN DRAINAGE DISTRICT NO. 2 CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) DRAINAGE DISTRICT NO. 2 CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) DD2 MAIN DRAIN GUEST PARKING 5' PATHWAY 5' PATHWAY 5' PATHWAY 14' GRAVEL ACCESS ROAD 14' GRAVEL ACCESS ROAD 5' PATHWAY POND AREA EX. DITCH TO BE ABANDONED EX. DITCH TO BE ABANDONED EX. DITCH TO BE ABANDONED 20' SEWER AND WATER EASEMENT 20' SEWER AND WATER ACCESS EASEMENT MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) BLOCK 10 50' 37' 8' 50' 37' 8' 50' 37' 8' LANDSCAPE BUFFER RIGHT-OF-WAY LANDSCAPE BUFFER RIGHT-OF-WAY LANDSCAPE BUFFER RIGHT-OF-WAY 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C POOL POOL FACILITIES 24 19C 41 EP EP 2 5 3 2 1 4 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 N. COLONA WAY 17 22 21 20 19 18 23 24 25 26 27 28C 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 3 2 1C 4 DD2 MAIN DRAIN DD2 MAIN DRAIN 6 5C N. COLONA WAY 7 8 9 10 11 12 14 1C 13 24"GI 24"GI 24 19C 41 13 14 15 16 17 18 19C 24"GI 12 11 9 10 6 8 1C 3 4 5 7 2C 24"GI 24"GI 24"GI 24"GI 24"GI 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 BLOCK 1 BLOCK 1 1C 17 22 1C 2 3 4 5 6 7 21 20 19 18 23 24 25 66C 26 42C 15 16 17 18 19 20 21C 27 28C 15 16 35 14 71 63 65C 64 61 9 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 10 9 10 11 12 13 11 31 32 12 33 34 39 13 36 37 14C 41 7 40 23 26 8 27 28 25 6 24 22 80C 79 78 77 3 76 75 74 4 73 72 68 5 70 69 67C 8C 60 38 30 29 2 1C 3 2 4 6 5C 7 8 9 10 11 12 14 1C 13 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 1C 1C 1C 1C 1C 2 3 4 5 6 7 66C 42C 15 16 17 18 19 20 21C 35 71 63 65C 64 61 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 38 30 29 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 8C S0°36'50"W 992.96' W. SIMSBURY STREET N. SHELTON DRIVE 1C PICKLEBALL COURT 18' 18' 18' N. TALLIS AVE 25' EASE. MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE PUMP STATION 8C 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) FOUNTAIN PARK SUBDIVISION STAR, IDAHO PRELIMINARY PLAT LANDSCAPE PLAN AUGUST 9, 2021 0' 100' 200' 300' ---PAGE BREAK--- EX. MOSSMAN LATERAL 24"GI 24"GI N. PALMER LANE NOTE: EX. HOUSE AND STRUCTURES TO BE REMOVED AND DISPOSED OF W. REGENT STREET W. NEWTOWN STREET W. SIMSBURY STREET N. SAYBROOK AVE N. TALLIS AVE W. WILDER FARMS DRIVE 5' PATHWAY EX. DITCH TO BE ABANDONED MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) 50' 37' 8' 50' 37' 8' 50' 37' 8' LANDSCAPE BUFFER RIGHT-OF-WAY LANDSCAPE BUFFER RIGHT-OF-WAY LANDSCAPE BUFFER RIGHT-OF-WAY 5 4 3 8 7 6 9 12 11 1C 15 14 13 17 16 10 17 21 20 19 18 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 12 14 13 24"GI 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 5 4 3 8 7 6 9 12 11 1C 15 14 13 17 16 10 BLOCK 1 BLOCK 1 17 1C 2 3 4 5 21 20 19 18 17 18 19 20 21C 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 12 14 13 BLOCK 2 BLOCK 2 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 1C 2 3 4 5 17 18 19 20 21C BLOCK 4 BLOCK 4 S0°36'50"W 992.96' 18' 18' 18' N. TALLIS AVE 25' EASE. MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) 25' EASE. 25' EASE. 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 18 15 3 12 8 16 4 17 14 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 6 7 9 10 13 2 3 5 18 15 3 12 8 16 4 17 14 RELOCATED MOSSMAN LATERAL 6 7 9 10 13 2 3 5 BLOCK 7 BLOCK 6 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 9 BLOCK 7 BLOCK 8 BLOCK 9 8 15 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 7 30 29 8 15 BLOCK 10 EX. DITCH TO BE ABANDONED EX. POLLARD LATERAL RELOCATED MOSSMAN LATERAL EX. MOSSMAN LATERAL W. REGENT STREET W. NEWTOWN STREET W. SIMSBURY STREET N. SAYBROOK AVE N. SOMERS AVENUE N. TALLIS AVE W. WILDER FARMS DRIVE W. REGENT STREET N. GRAMVILLE AVENUE W. BLUFORD ST. W. SIMSBURY ST. W. MANSELL ST. N. STANDFORD WAY DD2 STUB DRAIN W. WILDER FARMS DRIVE W. HINSDALE DRIVE 7 30 29 2 5 3 2 1 4 EX. POLLARD LATERAL 20' SEWER AND WATER ACCESS EASEMENT BLOCK 10 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C 24 19C 41 2 5 3 2 1 4 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 N. COLONA WAY 17 22 21 20 19 18 23 24 25 26 27 28C 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 3 2 1C 4 DD2 MAIN DRAIN DD2 MAIN DRAIN 6 5C N. COLONA WAY 7 8 9 10 11 12 14 1C 13 24"GI 24"GI 24 19C 41 13 14 15 16 17 18 19C 24"GI 12 11 9 10 6 8 1C 3 4 5 7 2C 24"GI 24"GI 24"GI 24"GI 24"GI 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 BLOCK 1 BLOCK 1 17 22 1C 2 3 4 5 6 7 21 20 19 18 23 24 25 66C 26 42C 15 16 17 18 19 20 21C 27 28C 15 16 35 14 71 63 65C 64 61 9 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 10 9 10 11 12 13 11 31 32 12 33 34 39 13 36 37 14C 41 7 40 23 26 8 27 28 25 6 24 22 80C 79 78 77 3 76 75 74 4 73 72 68 5 70 69 67C 8C 60 38 30 29 2 1C 3 2 4 6 5C 7 8 9 10 11 12 14 1C 13 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 1C 2 3 4 5 6 7 66C 42C 15 16 17 18 19 20 21C 35 71 63 65C 64 61 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 38 30 29 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 W. SIMSBURY STREET N. SHELTON DRIVE N. TALLIS AVE 0' 50' 100' 150' L1 PRELIMINARY PLAT LANDSCAPE PLAN 02 NO. DESCRIPTION DATE BY X:\PROJECTS\2020\2090 - FOUNTAIN PARK PRE-PLAT\ORGINAL\FOUNTAIN PARK PRE-PLAT LANDSCAPE.DWG USER: JOSH LAST MODIFIED: 04/29/2021 REVISIONS DATE ISSUED CHECKED BY DRAWN BY PROJECT NO. SCALE SHEET OF DWG. FILE © 2021 ENGINEERING SOLUTIONS. THIS DRAWING OR FILE CONTAINS INFORMATION OWNED BY ENGINEERING SOLUTIONS, LLP AND SHALL BE GOVERNED ONLY BY ENGINEERING SOLUTIONS. ANY REPRODUCTION, REUSE, OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC PRIOR WRITTEN PERMISSION OF ENGINEERING SOLUTIONS IS STRICTLY PROHIBITED. 05-12-21 JBA-2090 Fountain Park.dwg AS SHOWN JJN KCS FOUNTAIN PARK SUBDIVISION LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 10, T.4N., R.1W., B.M. 1029 N. ROSARIO STREET, SUITE 100 MERIDIAN, IDAHO 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 NGINEERING S E PLANNER OPEN DOOR RENTALS, LLC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 BECKY McKAY ENGINEERING SOLUTIONS 1029 N. ROSARIO STREET, STE. 100 MERIDIAN, ID 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 EMAIL: [EMAIL REDACTED] CHALLENGER DEVELOPMENT, INC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 OWNERS OF RECORD DEVELOPER 05 1 BASE REVISIONS 08-09-21 KCS ---PAGE BREAK--- TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 12 11 10 9 8 7 22 21 20 23 19 18 17 16 15 14 13 12 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 12 11 10 9 8 7 22 21 20 23 19 18 17 16 15 14 13 12 18 15 12 16 17 14 10 13 18 15 12 16 17 14 10 13 BLOCK 7 BLOCK 6 BLOCK 9 BLOCK 7 EX. MOSSMAN LATERAL 24"GI 24"GI 24"GI EX. DITCH TO BE ABANDONED EX. POLLARD LATERAL RELOCATED MOSSMAN LATERAL EX. MOSSMAN LATERAL N. SOMERS AVENUE W. REGENT STREET W. SIMSBURY ST. W. MANSELL ST. N. STANDFORD WAY W. WILDER FARMS DRIVE 5' PATHWAY 5' PATHWAY POND AREA EX. DITCH TO BE ABANDONED EX. DITCH TO BE ABANDONED MIDDLETON MILL CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) 1C 1C 11C POOL POOL FACILITIES 24 19C 41 2 18 22 23 24 25 26 27 28C 1C 1C 11C 3 2 4 6 5C 7 8 9 10 11 12 1C 24"GI 24 19C 41 24"GI 24"GI 24"GI 24"GI 2 18 1 22 5 6 7 23 24 25 26 42C 15 16 17 27 28C 35 44 52 45 53 46 54 47 48 49 50 43 51 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 38 30 29 3 2 4 6 5C 7 8 9 10 11 12 1C BLOCK 2 BLOCK 3 5 6 7 42C 15 16 17 35 44 52 45 53 46 54 47 5 48 49 50 43 51 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 38 30 29 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 W. SIMSBURY STREET N. SHELTON DRIVE PICKLEBALL COURT PUMP STATION 25' EASE. 25' EASE. 25' EASE. 25' EASE. 25' EASE. 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 18 15 3 12 8 16 4 17 14 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 6 7 9 10 13 2 3 5 18 15 3 12 8 16 4 17 14 RELOCATED MOSSMAN LATERAL 6 7 9 10 13 2 3 5 BLOCK 7 BLOCK 6 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 9 BLOCK 7 BLOCK 8 BLOCK 9 8 15 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 7 30 29 8 15 BLOCK 10 EX. DITCH TO BE ABANDONED EX. POLLARD LATERAL RELOCATED MOSSMAN LATERAL EX. MOSSMAN LATERAL W. REGENT STREET W. NEWTOWN STREET W. SIMSBURY STREET N. SAYBROOK AVE N. SOMERS AVENUE N. TALLIS AVE W. WILDER FARMS DRIVE W. REGENT STREET N. GRAMVILLE AVENUE W. BLUFORD ST. W. SIMSBURY ST. W. MANSELL ST. N. STANDFORD WAY DD2 STUB DRAIN W. WILDER FARMS DRIVE W. HINSDALE DRIVE 7 30 29 2 5 3 2 1 4 EX. POLLARD LATERAL 20' SEWER AND WATER ACCESS EASEMENT BLOCK 10 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C 24 19C 41 2 5 3 2 1 4 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 N. COLONA WAY 17 22 21 20 19 18 23 24 25 26 27 28C 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 3 2 1C 4 DD2 MAIN DRAIN DD2 MAIN DRAIN 6 5C N. COLONA WAY 7 8 9 10 11 12 14 1C 13 24"GI 24"GI 24 19C 41 13 14 15 16 17 18 19C 24"GI 12 11 9 10 6 8 1C 3 4 5 7 2C 24"GI 24"GI 24"GI 24"GI 24"GI 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 BLOCK 1 BLOCK 1 17 22 1C 2 3 4 5 6 7 21 20 19 18 23 24 25 66C 26 42C 15 16 17 18 19 20 21C 27 28C 15 16 35 14 71 63 65C 64 61 9 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 10 9 10 11 12 13 11 31 32 12 33 34 39 13 36 37 14C 41 7 40 23 26 8 27 28 25 6 24 22 80C 79 78 77 3 76 75 74 4 73 72 68 5 70 69 67C 8C 60 38 30 29 2 1C 3 2 4 6 5C 7 8 9 10 11 12 14 1C 13 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 1C 2 3 4 5 6 7 66C 42C 15 16 17 18 19 20 21C 35 71 63 65C 64 61 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 38 30 29 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 W. SIMSBURY STREET N. SHELTON DRIVE N. TALLIS AVE NO. DESCRIPTION DATE BY X:\PROJECTS\2020\2090 - FOUNTAIN PARK PRE-PLAT\ORGINAL\FOUNTAIN PARK PRE-PLAT LANDSCAPE.DWG USER: JOSH LAST MODIFIED: 04/29/2021 REVISIONS DATE ISSUED CHECKED BY DRAWN BY PROJECT NO. SCALE SHEET OF DWG. FILE © 2021 ENGINEERING SOLUTIONS. THIS DRAWING OR FILE CONTAINS INFORMATION OWNED BY ENGINEERING SOLUTIONS, LLP AND SHALL BE GOVERNED ONLY BY ENGINEERING SOLUTIONS. ANY REPRODUCTION, REUSE, OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC PRIOR WRITTEN PERMISSION OF ENGINEERING SOLUTIONS IS STRICTLY PROHIBITED. 05-12-21 JBA-2090 Fountain Park.dwg AS SHOWN JJN KCS FOUNTAIN PARK SUBDIVISION LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 10, T.4N., R.1W., B.M. 1029 N. ROSARIO STREET, SUITE 100 MERIDIAN, IDAHO 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 NGINEERING S E PLANNER OPEN DOOR RENTALS, LLC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 BECKY McKAY ENGINEERING SOLUTIONS 1029 N. ROSARIO STREET, STE. 100 MERIDIAN, ID 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 EMAIL: [EMAIL REDACTED] CHALLENGER DEVELOPMENT, INC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 OWNERS OF RECORD DEVELOPER 05 L2 PRELIMINARY PLAT LANDSCAPE PLAN 03 0' 50' 100' 150' 1 BASE REVISIONS 08-09-21 KCS ---PAGE BREAK--- 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 3 12 8 4 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 6 7 9 10 13 2 3 5 3 12 8 4 RELOCATED MOSSMAN LATERAL 6 7 9 10 13 2 3 5 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 8 BLOCK 9 8 15 24"GI 24"GI 24"GI 24"GI 7 30 29 8 15 BLOCK 10 N. GRAMVILLE AVENUE W. BLUFORD ST. N. STANDFORD WAY DD2 STUB DRAIN W. HINSDALE DRIVE 7 30 29 2 5 3 2 1 4 EX. POLLARD LATERAL DD2 MAIN DRAIN DRAINAGE DISTRICT NO. 2 CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) DRAINAGE DISTRICT NO. 2 CANAL EASEMENT (25' FROM TOP OF BANK ON EACH SIDE) DD2 MAIN DRAIN GUEST PARKING 5' PATHWAY 14' GRAVEL ACCESS ROAD 14' GRAVEL ACCESS ROAD 5' PATHWAY 20' SEWER AND WATER EASEMENT 20' SEWER AND WATER ACCESS EASEMENT BLOCK 10 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C 24 2 5 3 2 1 4 N. COLONA WAY 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C DD2 MAIN DRAIN DD2 MAIN DRAIN N. COLONA WAY 24 24"GI 24"GI 66C 71 63 65C 64 61 62 52 53 54 47 55 48 56 49 57 50 58 51 59 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 66C 71 63 65C 64 61 62 52 53 54 47 55 48 56 49 57 50 58 51 59 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 BLOCK 5 BLOCK 5 W. SIMSBURY STREET PUMP STATION 25' EASE. 25' EASE. 25' EASE. 25' EASE. 10' SD EASE. (TYP.) 10' SD EASE. (TYP.) TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 29 25 26 30 27 3 2 5 6 4 7 8 10 9 11 13 24 12 17 11 23 10 19 22 9 18 21 8 20 16 7 14 6 4 22 21 20 23 19 18 17 16 15 14 13 12 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 18 15 3 12 8 16 4 17 14 28 20 27 19 26 18 25 32 23 31 22 21 33 3 11 4 6 8 9 2 10 10 11 12 13 6 14 7 15 9 6 7 9 10 13 2 3 5 18 15 3 12 8 16 4 17 14 RELOCATED MOSSMAN LATERAL 6 7 9 10 13 2 3 5 BLOCK 7 BLOCK 6 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 9 BLOCK 7 BLOCK 8 BLOCK 9 8 15 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 24"GI 7 30 29 8 15 BLOCK 10 EX. DITCH TO BE ABANDONED EX. POLLARD LATERAL RELOCATED MOSSMAN LATERAL EX. MOSSMAN LATERAL W. REGENT STREET W. NEWTOWN STREET W. SIMSBURY STREET N. SAYBROOK AVE N. SOMERS AVENUE N. TALLIS AVE W. WILDER FARMS DRIVE W. REGENT STREET N. GRAMVILLE AVENUE W. BLUFORD ST. W. SIMSBURY ST. W. MANSELL ST. N. STANDFORD WAY DD2 STUB DRAIN W. WILDER FARMS DRIVE W. HINSDALE DRIVE 7 30 29 2 5 3 2 1 4 EX. POLLARD LATERAL 20' SEWER AND WATER ACCESS EASEMENT BLOCK 10 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 1C 24 19C 41 2 5 3 2 1 4 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 N. COLONA WAY 17 22 21 20 19 18 23 24 25 26 27 28C 15 16 14 9 10 11 12 13 7 8 6 3 4 5 2 1C 1C 1C 52C 5C 1C 16C 17C 11C 5C 1C 12C 24C 3 2 1C 4 DD2 MAIN DRAIN DD2 MAIN DRAIN 6 5C N. COLONA WAY 7 8 9 10 11 12 14 1C 13 24"GI 24"GI 24 19C 41 13 14 15 16 17 18 19C 24"GI 12 11 9 10 6 8 1C 3 4 5 7 2C 24"GI 24"GI 24"GI 24"GI 24"GI 5 4 3 2 8 7 6 9 12 11 1C 15 14 13 18 17 16 10 BLOCK 1 BLOCK 1 17 22 1C 2 3 4 5 6 7 21 20 19 18 23 24 25 66C 26 42C 15 16 17 18 19 20 21C 27 28C 15 16 35 14 71 63 65C 64 61 9 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 10 9 10 11 12 13 11 31 32 12 33 34 39 13 36 37 14C 41 7 40 23 26 8 27 28 25 6 24 22 80C 79 78 77 3 76 75 74 4 73 72 68 5 70 69 67C 8C 60 38 30 29 2 1C 3 2 4 6 5C 7 8 9 10 11 12 14 1C 13 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 13 14 15 16 17 18 19C 12 11 9 10 6 8 1C 3 4 5 7 2C 1C 2 3 4 5 6 7 66C 42C 15 16 17 18 19 20 21C 35 71 63 65C 64 61 62 44 52 45 53 46 54 47 55 48 56 49 57 50 58 43 51 59 9 10 11 12 13 31 32 33 34 39 36 37 14C 41 40 23 26 27 28 25 24 22 80C 79 78 77 76 75 74 73 72 68 70 69 67C 8C 60 38 30 29 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 W. SIMSBURY STREET N. SHELTON DRIVE N. TALLIS AVE NO. DESCRIPTION DATE BY X:\PROJECTS\2020\2090 - FOUNTAIN PARK PRE-PLAT\ORGINAL\FOUNTAIN PARK PRE-PLAT LANDSCAPE.DWG USER: JOSH LAST MODIFIED: 04/29/2021 REVISIONS DATE ISSUED CHECKED BY DRAWN BY PROJECT NO. SCALE SHEET OF DWG. FILE © 2021 ENGINEERING SOLUTIONS. THIS DRAWING OR FILE CONTAINS INFORMATION OWNED BY ENGINEERING SOLUTIONS, LLP AND SHALL BE GOVERNED ONLY BY ENGINEERING SOLUTIONS. ANY REPRODUCTION, REUSE, OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC PRIOR WRITTEN PERMISSION OF ENGINEERING SOLUTIONS IS STRICTLY PROHIBITED. 05-12-21 JBA-2090 Fountain Park.dwg AS SHOWN JJN KCS FOUNTAIN PARK SUBDIVISION LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 10, T.4N., R.1W., B.M. 1029 N. ROSARIO STREET, SUITE 100 MERIDIAN, IDAHO 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 NGINEERING S E PLANNER OPEN DOOR RENTALS, LLC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 BECKY McKAY ENGINEERING SOLUTIONS 1029 N. ROSARIO STREET, STE. 100 MERIDIAN, ID 83642 PHONE: (208) 938-0980 FAX: (208) 938-0941 EMAIL: [EMAIL REDACTED] CHALLENGER DEVELOPMENT, INC 1977 E. OVERLAND ROAD MERIDIAN, IDAHO 83642 PHONE: (208) 288-5560 OWNERS OF RECORD DEVELOPER 05 L3 PRELIMINARY PLAT LANDSCAPE PLAN 04 0' 50' 100' 150' 1 BASE REVISIONS 08-09-21 KCS