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Application Commission Hearing Date: March 18, 2021 Planner: Alan File No.: H-2020-0127 Project Name: Skybreak Neighborhood Request:  Annexation of 80.46 acres of land with an R-8 and R-15 zoning districts; and,  Preliminary plat consisting of 329 building lots, 40 common lots and 14 other lots (i.e. 12 common driveway lots, 1 private street lot and 1 lot for the existing home) on 79.69 acres of land in the R-8 and R-15 zoning districts, by Laren Bailey, Conger Group. Location: The site is located at 3487 E. Adler Hoff Ln and 7020 S. Eagle Rd., in the south ½ of the NW ¼ of Section 4, Township 2N., Range 1E. Administrative Applications:  Alternative Compliance to UDC 11-3F-4A.6, which prohibits common driveways off private streets, to allow such in three locations within the gated area of the subdivision. Charlene Way From:clerk@meridiancity.org Sent:Thursday, February 11, 2021 3:15 PM To:Charlene Way Subject:Development Application Transmittals - Skybreak ALT, AZ, PP, PS H-2020-0127 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Skybreak ALT, AZ, PP, PS H-2020-0127 th Hearing Date: March 18, 2021 Assigned Planner: Alan Tiefenbach To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 ETT Planning Division IDIA `� �' HEARING APPLICATION D A IFi t3 Type of Review Requested Hearing File number: H-2020-0127 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: SOPHIA DURHAM Phone: Applicant address: 4824 W FAIRVIEW AVE, BOISE, ID 83706 Email: sophia@congergroup.com Ownername: JIM CONGER, C4 LAND LLC Phone: Fax: Owneraddress: 4824 W FAIRVIEW AVE, BOISE, ID 83706 Email: sophia@congergroup.com Agent name(e.g.architect,engineer,developer,representative): JIM CONGER Finn name: G20 LLC Phone: Fax: Address: 4824 W FAIRVIEW AVE Email: sophia@congergroup.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S 1404233650 Township,range,section: 2N 1 E4 Project Description Project/Application Name: Skybreak Preliminary Plat-ALT, AZ, PP, PS Description of work: Skybreak Preliminary Plat with narrative 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Alternative Compliance-ALT: CHECKED Annexation and Zoning-AZ: CHECKED AZ-Staff Prepared Consensual: No Preliminary Plat-PP: CHECKED Private Street-PS: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0402 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED Single-Family Attached: CHECKED PROPERTY INFORMATION General Location: Eagle Rd & Lake Hazel Rd Current Land Use: RUT Total Acreage: 79.69 Traffic Study Required per ACHD: No FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 79.69 PROJECT INFORMATION _ Site Plan Date(MM/DD/YYYY): 12/1 1/2020 Landscape Plan Date(MM/DD/YYYY): 12/1 1/2020 Elevations Date(MM/DD/YYYY): 12/1 1/2020 Percentage of Site Devoted to Building: 63 Percentage of Site Devoted to Landscaping: 20 Percentage of Site Devoted to Paving: 17 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: New York Irrigation District Primary Irrigation Source: Surface Water Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 631,000 Number of Residential Units: 329 Minimum Square Footage of Living Area(Excluding Garage): 1900 Gross Density: 4.13 Net Density: 6.61 What was the date of your pre-application meeting?: 12/04/2020 What was the date of your neighborhood meeting?: 12/16/2020 In Reclaimed Water Buffer: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ/RZ ONLY R-8: CHECKED Acreage-R-8: 79.69 PLATS ONLY Number of Building Lots: 329 Number of Common Lots: 53 Total Number of Lots: 382 Minimum Lot Size: 4000 Average Lot Size: 6592 Area of Plat: 79.69 Plat Date(MM/DD/YYYY): 12/11/2020 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Arterial Street Buffer(s): CHECKED Parkways: CHECKED 10'Parkway Along Arterials: CHECKED QUALIFYING SITE AMENITIES Picnic Area: CHECKED Additional 5%Open Space: CHECKED Dog Owner Facilities: CHECKED Children's Play Structure: CHECKED Pedestrian or Bicycle Circulation System: CHECKED Walking Trails: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sophia Durham MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 SKYBREAK LL �a Skybreak Neighborhood Narrative Attached for your review and favorable consideration are the applications for the Skybreak Neighborhood located south of Lake Hazel on the east side of Eagle Road. We respectfully request approval of our Annexation and Zoning, Development Agreement, Alternative Compliance and Preliminary Plat applications. For design and planning purposes, our design team used the Meridian City Pre-Application Meetings, Neighborhood Meetings,the Comprehensive Plan, and Zoning Code as the policy basis for the design of the Skybreak Community. We have a thoughtfully designed single-family residential community on 80 acres that will add to the housing mix within the surrounding neighborhoods and will add diversity to Meridian's available housing opportunities. A portion of the neighborhood will be gated to create a more intimate feel and sense of place within the neighborhood. Homeowners will have access to on-site amenities such as well-appointed parks, a golf cart path that connects to the Boise Ranch Golf Course and access to the playgrounds,walking pathways and attractive landscaping. Off-site amenities include access to Eagle and Lake Hazel Roads, retail, and commercial businesses along the Highway 69 Corridor.This Project will provide well-appointed homes on a property that will utilize existing utilities and roads that have been planned for developments in this area. SUMMARY OF APPLICATIONS ZONING INFORMATION • Annexation/Zoning • Current Zone-RUT • Preliminary Plat • Comp. Plan Designation—MDR • Development Agreement • Proposed Zone—R-8, R-15 (4.1 Unit/Ac.) • Private Street Application/ Alternative Compliance Table of Contents Exhibit A— Vicinity Map/Comprehensive Plan Map 2 Exhibit B— Site Plan 3 Exhibit C— Community Amenities 4-9 Exhibit D— Pedestrian Connectivity 10 Exhibit E— Open Space 11-14 Exhibit F— Housing Mix 15-19 Exhibit G— Preliminary Plat/Comprehensive Plan Density 20 Exhibit H— Transportation 21 Exhibit I- Development Timeline 22 Exhibit J - Schools/Fire Response/Utilities and Infrastructure 23 Exhibit K- Parking Plan 24 Exhibit L— Transition 25-26 Exhibit M— Private Street Application/Alternative Compliance 27-28 Exhibit N- Comprehensive Plan Goals 29-32 Skybreak—Narrative 2/10/2021 Page 1 -,A* SKYBREAK Exhibit A — Vicinity Map/Comprehensive Plan Map Skybreak is a Planned Golf Course Community designed and marketed to the active adult buyer located south of The Lake Hazel and Eagle Road intersection. This property is designated Medium Density Residential (MDR) on the future land use map. The Skybreak Neighborhood will provide a mix of single- family homes, ranging in home size and lot area. This will achieve a perfect mix of densities for the area, that will transition between the future Medium-High Density Residential (MHDR) on the north along Lake Hazel Road and the existing Low-Density County Subdivision Vantage Point to the south. Residents of Skybreak will enjoy a walkable/bikeable community that is within a short drive to shopping, healthcare services, employment opportunities and regional transportation arteries. The Boise Ranch Golf Course is located on the east property boundary of the Skybreak Neighborhood. A cart path will provide easy access for the residents to the golf course and course amenities. In our preapplication meetings it was determined that the Skybreak Neighborhood is within the Mayor's Priority Growth Area and that City Services are available to serve the project. YMCA 4 Lake Hazel Skybreak = _ c� Discovery Park 0 Boise Ranch a) Golf Course w Skybreak—Narrative 2/10/2021 Page 2 �_IIA* SKYBREAK Exhibit B - Site Plan The Skybreak Neighborhood will consist of 329 single-family residential homes. Skybreak will provide much needed housing options for future residents who are looking for a premier golf course community that is highly amenitized and designed for active adult living.Additional roof tops in this quickly developing area of Meridian will help support the future commercial and retail uses along Eagle Road, Lake Hazel and Meridian Road (HWY 69) and the newly approved Pinnacle Neighborhood Center. Pathways and sidewalks within the development will encourage walkability through the community as well as along regional pathways that connect to the neighborhood on the east and west sides. Parks and amenities will be distributed throughout the development,generously landscaped boulevards and endcaps will welcome residents' home and create a sense of place and feeling of community. GATED COMMUNITY A portion of the Skybreak Community, 112 lots, will be gated and utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community. For the gated portion of the property will be requesting the R-15 Zone to meet the requirements for a gated community only. All setbacks and minimum lot sizes will meet the R-8 zoning. The gates will not be used as a pedestrian barrier, as sidewalks and pathways will not be gated. Private streets will provide both vehicular and pedestrian travel ways that will create the intimate feel that our buyers are looking for.Through our extensive marketing and polling of our past and future homeowners we have found that there is a demographic of senior home buyers that prefer the security that a gated community can provide.The larger view lots located on the ridge will provide opportunities for large custom homes with outstanding views of the Boise Foothills.This would provide for the "CEO Type" homes that we have heard the City asking for in the Comprehensive Plan hearings over the last year. i E I� N: - t� W. -- - - Traditional Neighborhood Gated Community Skybreak—Narrative 2/10/2021 Page 3 �-IIA* SKYBREAK Exhibit C — Community Amenities PROJECT AMENITIES As the developer we have researched and interviewed past homeowners and used the city ordinances as a guide to plan the most productive amenities for this neighborhood. As typical of our developments, the amenity package exceeds the requirement of Meridian City Development Code, which requires that the application have one amenity for projects up to 20 acres, and an additional amenity for each 20 acres thereafter. We are proposing the four code required amenities in our large % acre Playground Park. We are also providing over 10 additional amenities throughout the neighborhood including: a neighborhood park with a play structure, climbing dome, two (2) Dog Parks, passive open spaces, and seating areas. The Skybreak Neighborhood will also include 5,167 LF of pathways that will provide numerous opportunities for the neighbors and regional pathway users to walk and bike in the area as well as an amazing golf cart path that will provide access to the Boise Ranch Golf Course. Please refer to the renderings and a detailed list of amenities below: -- --..-. ,57 .. _ h 7 Please find the written details of the amenity call outs on the map above listed on the following pages: Skybreak—Narrative 2/10/2021 Page 4 -,A* SKYBREAK Proposed Amenities: Large 3/4-Acre, Tot Park (Block 9, Lot 52)—The 35,142 Sqft Skybreak Neighborhood park will contain the following recreation facilities: • Play Structure • Seating Benches • Shade Structure Al • Climbing Rocks �- • Large Grass play area • Attractive Landscaping • Playground fencing for safety Il"r` is IC,N IC, L-TFIZ 401 f J. 1 a A• - J16 � I � � y 1 rr - ,4 Skybreak—Narrative 2/10/2021 Page 5 �_IIA* SKYBREAK Pathways-The Skybreak Neighborhood will include the following pedestrian pathways: • 10' Wide Regional Pathway Along Eagle Road - 1,326 LF • 10' Wide Regional Pathway Along the Farr Lateral - 1,120 LF • 10' Wide Regional Pathway Along Ten Mile Creek- 526 LF • 10' Wide Golf Cart Path - 760 LF - • Natural Path- 1,435 LF Pedestrian pathways within the Skybreak Neighborhood will total nearly one mile in length. "Foothill" Type Trail Skybreak will provide for a natural hiking trail on its _ eastern slope that will be unique in Meridian. Similar to The Boise Foothill Trail System. Golf Cart Path A cart path will traverse the eastern slope and allow ; Skybreak residence to access the Boise Ranch Golf Course. H �I V FVT VINYL SLAT TOP FENCE MY7) o Skybreak—Narrative 2/10/2021 Page 6 �-IIA* SKYBREAK Dog Parks (Block 2, Lot 1 and Block 5, Lot 121) -The Skybreak Neighborhood park will contain two (2) 1/4 Ac small dog, dog parks that will include the following: • Open Vision Fencing • Dual Gate System 5 • Seating Areas _ ITRF:E AEI • Attractive Landscaping {+ r r 1 y y..•y r � I I � F:T �7i� Y� 41 I - E - - ti- `. 1 T • ■ _I Skybreak—Narrative 2/10/2021 Page 7 SKYBREAK Entry Park (Block 5, Lot 114)—The main Collector Roadway will I _ terminate in an attractively t ;� w' landscaped open space that will , provide for an aesthetically I - appealing entry statement that will convey a sense of arrival. ' + • Specimen Tree Plantings !J: • Seating Areas • Attractive Landscaping • Pathway r Open Sports Park (Block 5, Lot 97)—This park will include: • Large 1-acre open sports area • Pathway Connection r • Seating Areas • Attractive Landscaping -i Y. � � 7�• f Skybreak—Narrative 2/10/2021 Page 8 SKYBREAK F. Landscaped Passive Open Spaces— Located throughout the Neighborhood: • Attractive Landscaping _ • Buffering of side yards - • Premier Signage and Entry Monuments } - Y L 46] Skybreak—Narrative 2/10/2021 Page 9 SKYBREAK Exhibit D — Pedestrian Connectivity The Skybreak Neighborhood will include both regional and local pedestrian pathways as well as internal sidewalks that will form a very connected and pedestrian friendly environment for the homeowners and public. The following is a list of pathways that will be included in the Skybreak development, these pathways total nearly one mile in length: 1,326 LF- 10' Wide Regional Pathway Along Eagle Road 1,120 LF - 10' Wide Regional Pathway Along the Farr Lateral 526 LF - 10' Wide Regional Pathway Along Ten Mile Creek 760 LF - 10' Wide Golf Cart Path 1,435 LF - Natural Pathway Total 5,167 LF A total of 5,167 LF of pedestrian pathway that will be constructed within the Skybreak Neighborhood. This pathway system will provide a variety of opportunities for the residents of the Skybreak Neighborhood to walk, bike or connect to the Boise Ranch Golf Course via a 10' wide golf cart path as indicated by the blue pathway below. r ..„4: -- ., w w �r Pedestrian Connection Internal Pathway System i Regional Pathway Pedestrian/Golf Cart Path Skybreak—Narrative 2/10/2021 Page 10 -,A* SKYBREAK Exhibit E — Open Space Open Space—The Skybreak Neighborhood will provide 15 acres of landscaped common area, including a large neighborhood park (3/4 AC.) and an amazing 5,167 L.F. of pathway that will extend and connect the City of Meridian Regional Pathway System, landscaped interior pathways, landscaped end caps on each block, and landscaped arterial and collector street frontages. The area of Qualifying open space equals 14.99 AC. (18.8%), which far exceeds the City Code requirement of 10%. Ii —� " - I SKYBREAK SUBDIVISION OPEN SPACE EXHIBIT LA gUAJJFYINC OPEN SR4�£ TOTAL AREA=±79.{9 AC HOH-0LIaLF'i MG OPEN SPACE OUAU F IPA;O aEN SPACE=tl 4-99 AC{1 B.890 4D4-�..ALIFYINC OIEA SPACE==0.93 AC Please refer to the open space calculation chart on the next two pages for the detailed breakdown. Skybreak—Narrative 2/10/2021 Page 11 SKYBREAK Qualified Open Space Calculations Block Lot Sqft Open Dimensions Description Code Space I Section 1 1 29,890 Arterial/Collector Frontage B,C,D 2 1 12,225 50'x 200' Dog Park A 2 11 4,934 28'x 200' End Cap-Parkway B,E 3 1 6,761 50'x 100' Landscaped Open Space A 3 7 3,424 31.13 x 100' End Cap-Parkway B,E 4 1 5,010 24.97'x 200' End Cap-Parkway B,E 4 10 6,152 31.26 x 200' End Cap-Parkway B 5 2 23,755 2w idth min. Collector Frontage C w 5 41 2,670 20'x 120' Pedestrian Pathway Connection B 5 46 193,336 Open Space-Pathways A 5 62 3,107 24'x 100' End Cap B 5 72 3,543 20'x 150' Pedestrian Pathway Connection B 5 85 4,245 20'x 200' End Cap B 5 92 44,946 Park,Sport Field A 5 93 6,733 29.5'x 200' End Cap B 5 98 6,541 29.5'x 200' End Cap B 5 103 4,245 20'x 200' End Cap B 5 109 13,860 Park, Pathway,Seating Areas A 5 115 13,887 Dog Park A 5 142 5,131 24.88'x 200' End Cap-Parkway B,E 5 169 8,224 37.88'x 200, End Cap-Parkway B,E 5 193 6,541 29.5'x 200' End Cap B 5 191 24,455 Collector Buffer C 6 1 2,722 End Cap B 6 13 7,975 40.00'x 200' End Cap-Parkway B,E 7 1 8,665 Park,Seating Area A 9 1 44,269 Arterial/Collector Frontage B,C,D 9 50 35,142 Tot Lot/Sport Court/Seating Area/Open Vision Safety A Fencing 9 53 2,898 20'x 100' Pedestrian Pathway Connection B 9 78 24,762 Landscaped Open Space/Park A 9 51 87,488 Open Space-Regional Pathway A,B 10 I 1 10,350 Landscaped Open Space/Park A See totals on the next page Skybreak-Narrative 2/10/2021 Page 12 �-IIA* SKYBREAK Subtotals Acres I Percent of Total Total Sgft 657,886 Qualified Open Space Ac. 14.99 Total Project Acres 79.69 Percent of Qualified Open Space 18.81% Arterial and Collector 122,369 2.81 18.74% Frontage Buffers&Endcaps 74,984 1.72 11.40% Hillside 193,336 4.44 29.39% "Useable" 267,197 6.13 40.61% Page 1 Code Section Description A 11-3G-3B-IA Open grassy area of at least fifty feet by one hundred feet(50'x 100')in area; Linear open space area that is at least twenty feet(20')and up to fifty feet(50'),has an B 11-3G-3B-1E access at each end,and is improved and landscaped as set forth in subsection E of this section. C 11-3G-3B-3 Full Area of Buffer:The full area of the landscape buffer along collector streets may count toward the required common open space. D 11-3G-3B-4 Percentage of Buffer:Fifty percent(50%)of the landscape buffer along arterial streets may count toward the required common open space. Parkways Along Collector and Local Residential Streets:Parkways along local residential E 11-3G-3B-5 streets that meet all of the following standards may count toward the common open space requirement: Skybreak—Narrative 2/10/2021 Page 13 SKYBREAK Open Space Massing 7. I t. ? ! � ■ Skybreak—Narrative 2/10/2021 Page 14 -,A* SKYBREAK Exhibit F — Home Design The Skybreak Neighborhood will include 329 single-family homes. There will be a variety of different home options in varying sizes and price points. The Skybreak Community will have a variety of housing types for active adults that will be located in the following neighborhood areas Single-family Attached, Gated, Non-gated, Custom Homes, and Rim View Lots (CEO Housing). The Gated Community of 112 homes will feature private streets that will be walkable and provide for a close intimate neighborhood feel. Custom Home sites will add to the diversity of homes within the gated community and large Rim View lots will provide the "CEO Type Housing" that we have heard City Leaders Requesting. The Non- gated neighborhood will also provide a variety of homes that will be single story homes near walking paths and highly amenitized open spaces. All homes will have access via the walking and cart paths to the Boise Ranch Golf Course. Photo Representations of the proposed home designs are included below: R-8 Single Story, „"� ———� ----- R-15 Two Story, j Attached ;� J i Single Family IM R-15 Large Rim Lot ---- ——— — � ("CEO Housing°) R-15 Gated Single— A _—"�. r..Story,Single R-8 Single Story, J - Family — - j �JJ Single Family Gated, J Single Family -Custom � T ,� --- Housing Diversity The following breakdown of the variety of lots and housing options that will be available in the Skybreak Golf Community: • 15 -Large Rim Lots+/- '/z acre 4.5% • 15 - Two Story Golf Course Homes=4.5% • 14 -Large lot homes 80' x 120'=4.3% • 30 -Attached Single Family Homes=9.1% • 84-45'—55' x 110' Gated Single-Story Homes=26% • 171 -40' —55' x 105' Single-Story Homes=52% Skybreak—Narrative 2/10/2021 Page 15 s IRK IT F 1 � - Amffim wo Mimi 711101 on WIN UPSMIS ��E � y � I � � yt• � R i FF as IC i ri�r��a�� 1 7 SKYBREAK 71-7 II IM NEI afl 2/10/2021 Page 18 SKYBREAK ffrrffTTtj E12 _ S I w�-Gk1V to 't3' Skybreak—Narrative 2/10/2021 Page 19 SKYBREAK Exhibit G - Preliminary Plat/ Comprehensive Plan Density PRELIMINARY PLAT APPLICATION Skybreak will provide homes that are in very high demand in a very desirable part of Southeast Meridian. The Skybreak Neighborhood has a proposed single-family residential density of 4.13 DU/AC. The Meridian Comprehensive plan calls for 3 to 8 units per acre in the medium density designation. The proposed density is on the lower end of the density range allowed within the comprehensive plan. - ..... ..... _ zZ i ZONING Initially, we had planned to develop the Skybreak property entirely as an R-8 zoned development, upon further discussions with City Staff it was determined that gated communities were no longer allowed in an R-8 zone. For that reason, we have elected to request an R-15 zone for the gated portion of the development. All other R-8 zoning requirements will be met, including setbacks and lot sizes. INFRASTUCTURE INVESTMENT The Southeast Meridian Area has had a considerable amount of public and private investment over the last decade. With the large amount of infrastructure investment in this area, the proximity to schools, regional parks, and services the Skybreak Neighborhood will be a perfect addition to the City of Meridian. Skybreak—Narrative 2/10/2021 Page 20 SKYBREAK Exhibit H — Transportation The planned widening of Eagle Road and Lake Hazel Road is an integral part of the transportation network for the Southeast Meridian Area. The road widening and intersection improvement projects shown on the map below will be under construction just as the first homes begin to be occupied in the Skybreak neighborhood in early 2022, with completion of the majority of the transportation improvements in 2023. It is projected that less than 40 homes will be occupied by the time all of the Eagle Road improvements are completed. ,3 r #1 Traffic planning in this + • O, - area has already - {� ^-' ' - - considered the development of the • Skybreak Property at ' the housing densities i that have been proposed with this project. For this J reason, ACHD did not require a full traffic study to be completed. A traffic trip _ _1 generation study was completed and Lj' approved by ACHD _ Staff. • - - -- ' 1 AL S + SkyBreak . o Skybreak—Narrative 2/10/2021 Page 21 -,A* SKYBREAK Exhibit I — Development Timeline The following timeline for the development of the Skybreak Community illustrates the cumulative number of homes that will be occupied each year of the lifetime of the development process. Important dates such as completion of a new City of Meridian Fire Station and the projected completion of major transportation projects such as Eagle Road and Lake Hazel widening, and intersection construction are also listed below: PROJECTED PROJECT TIMELINE Milestone Date 2021 - AM 0 City Council Approval est. April 2021 ■ Eagle Road-Amity to Victory Road Widening to 5 Lanes 2021 202 ■ 20 Homes Occupied (1st home available April 2022) August 2022 2023 - 0 Lake Hazel Road and Eagle Road Intersection Construction 2023 ■ Eagle Road -Victory to Amity Road Widening to 5 Lanes 2023 ■ Fire Station #8 - Completed and Staffed December 2023 ■ 50 Homes Occupied September 2023 2024 - ■ Lake Hazel Road - Eagle to Cloverdale Road Widening to 5 Lanes 2024 ■ 100 Homes Occupied June 2024 2025 - ■ 150 Homes Occupied June 2025 2026 - ■ 200 Homes Occupied June 2026 2027 - ■ 250 Homes Occupied June 2027 2028 - Pr ■ 300 Homes Occupied June 2028 2029 - ■ Completion December 2029 Skybreak—Narrative 2/10/2021 Page 22 -.JL- >1 ,,<- SKYBREAK Exhibit J — Schools / Emergency Response Times / Utilities WEST ADA SCHOOL DISTRICT The Skybreak Neighborhood will be designed and marketed to the more mature active adult homeowners as a golf community. Due to this fact, it is anticipated to have low impact to schools due to low numbers of school-age children in this neighborhood. The few students who will live in Skybreak Community will attend Silver Sage Elementary which is currently under capacity. Skybreak is also in the Lake Hazel Middle School and the Mountain View High School Boundaries. The West Ada School District just completed an expansion on Mountain View High School and are currently adding on to Mary McPherson Elementary to increase student capacity South of the Freeway. The District is also working on a new Master Plan that will be available shortly. This plan will incorporate both the current growth and redistricting of school boundaries and projected growth in the area. It is interesting to note that the Skybreak Neighborhood sits on the boundary between the West Ada School District and the Kuna School District. The property directly south of Skybreak is in the Kuna School District. This means that this project is the last property to the south that will attend the West Ada School District. EMERGENCY RESPONSE TIMES In discussions with Joe Bongiorno, the City of Meridian Fire Marshal and review of the City Priority Growth Area Map it has been determined that the Skybreak Neighborhood is within the emergency response time goals for the fire department and other first responders and is also located within the priority growth area. When the planned fire station near Discovery Park is constructed this neighborhood will be less than a mile from first responders. UTILITIES Municipal water and sewer mains are available and of adequate size to serve the Skybreak Neighborhood in Eagle Road adjacent to the proposed project. Water and sewer mains will be extended to and through the Skybreak Neighborhood at the cost of the developer. Dry Utilities such as electrical power, natural gas, telecom, and cable are also available. Skybreak—Narrative 2/10/2021 Page 23 �_IIA* SKYBREAK Exhibit K — Parking Plan The Skybreak Neighborhood will meet or exceed all of the requirements of the City of Meridian's Code for off-street parking. All homes within the neighborhood will have a minimum of a two (2) car garage and a driveway that will accommodate an additional two (2) parking spaces, for a total of four (4) off- street parking spaces. As illustrated below, an additional 334 (over 1 additional per home) on-street parking spaces will be available for use by the residence. da -_y 1 On-Street Parking 334 Spaces Skybreak—Narrative 2/10/2021 Page 24 �_IIA* SKYBREAK Exhibit L — Transition The design and lot layout decisions were made in an effort to master plan the entire 80-acre site and arrange densities in a way that met MDR goal that covers the vast majority of the property, transitioning densities North to South, and maximizing the high value, large lot rim area. We shifted some density toward Eagle Road and away from the Rim for "CEO Housing", because higher densities are appropriate along Eagle Road, and larger lots are needed to maximize rim values, provide transition to homes in Vantage Point to the southeast, and to provide consistency in design around the pre-existing estate style home on our rim. We did increase lot sizes in the southwest corner of our site per prior staff comments but feel that current proposed density makes sense along Eagle Road and adjacent to SW properties that will likely redevelop and are adjacent to Eagle Road. The Skybreak Community is situated between Low-Density Designation of 3 or less units per acre to the south and a Medium-High Residential Designation of up to 12 units per acre to the north. As the developer of the Skybreak Community we have had numerous meetings with the adjacent southern neighbors (Vantage Point Subdivision) to get an idea of what they would like to have for a transition to their properties. New Pathway Location -s Lp n Original Pathwa Location F' +�Mir J� We have incorporated the following changes into our original plan after receiving the neighbors' concerns and comments. Concessions Made: 1. We increased the size of the lots that abut the Vantage Point Neighborhood to be a minimum of acre in size. Skybreak—Narrative 2/10/2021 Page 25 -,A* SKYBREAK 2. The neighbors did not want a pedestrian pathway along their northern border as we had originally designed. We adjusted our plan and moved the pathway to the north and decided to bring it through Skybreak instead of along the border as you can see with the blue line above. 3. Along the other Vantage Point lots adjacent to the southern border of Skybreak we have placed a large one-acre open park area, berming and attractive landscaping to create a buffer between the existing lots and our future homes. 4. We have Doubled the required rear setbacks for the R-8 Zone along our Southern boundary with the Vantage Point Neighborhood. 5. We have provided increased setbacks to lot 80. 6. We will designate a no build area on lot 80 in favor of the existing home directly south of lot 80 in order to preserve some of their view. The development design team has worked hard to come up with the best transition that will meet the needs of both the existing and future residence. The illustration below depicts the increased setbacks and non-build areas that we have proposed for the southeastern transition lots to the Vantage Point Subdivision. PKYBRESOU AK SUBDIVISION CAN TH EAST ESTATE LDTS SETBACK EXHIBIT- �L---- -JIL-- ---JL ---- ' IJ COMMON LOT {FOR PATHWAY) STRWr 8 MMA7q ZZ� b --' - I -- 1- i L I I. 5 4R.,\ ® ® o LU I f± aI ER I HOU5E=3460 HOUSE=3450 7 SQUARE FOOT SQUARE FOOT NON-BUILD AREA LOT 77 LOT 78 LOT 79 LOT MOT Ii REAR SETBACK LOTS 75, 76, 77 SETBACKS: LOT 74 SETBACKS: FRONT YARD SETBACK=20' NORTH SIDE YARD SETBACK=7' SIDE YARD SETBACK= 10' SOUTH SIDE YARD SETBACK=15' REAR YARD SETBACK=30' NORTH REAR YARD SETBACK=45' SOUTH REAR YARD SETBACK=110' WEST SI DE YARD SETBACK= 10' Skybreak—Narrative 2/10/2021 Page 26 �-IIA* SKYBREAK Exhibit M — Private Street Application/Alternative Compliance Private Street/Common Drives Attached for your review and favorable consideration is an application for Private Streets and Alternative Compliance for common driveways for the Skybreak Residential Community. As an addition to our Preliminary Plat Application, we are requesting that private streets be allowed in the gated portion of the Master Planned Neighborhood. This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community. The gates will not be used as a pedestrian barrier as sidewalks and pathways will not be gated. Private streets will provide both vehicular and pedestrian travel ways that will create the intimate feel that our buyers are looking for. Through our extensive marketing and polling of our past and future homeowners we have found that there is a demographic of senior home buyers that prefer the security that a gated community can provide. The larger view lots located on the ridge will provide opportunities for large custom homes with outstanding views of the Boise Foothills. This would provide for the "CEO Type" homes that we have heard the City asking for in the Comprehensive Plan hearings over the last year. tZ dp - r - 7^.. Traditional Neighborhood Gated Community Skybreak—Narrative 2/10/2021 Page 27 -,IL- SKYBREAK GATED COMMUNITY REQUIREMENTS Meridian City Code requires that a gated community have no more than 50 dwelling units per gated entrance to a gated community. The Skybreak Neighborhood will include four gated entry ways that will serve the 112 residential units within the gated portion of the neighborhood. The red circles above represent the location of each of the four (4) gates. Two (2) of the gates will function as full-service access for the homeowners and the other two (2) gates will serve as emergency access. PRIVATE STREETS Private streets are a key element to the overall design and feel of the Gated Golf Course Community that we have designed within the Skybreak Neighborhood. This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community. COMMON DRIVEWAYS—ALTERNATIVE COMPLIANCE Meridian City Code does not allow for common driveways off of private streets. We are requesting alternative compliance to allow for common driveways in three locations within the gated area of the Skybreak Neighborhood. Common driveways serve a very important purpose as they allow for the efficient use of space within the development and allow for uniform lot sizes. Common drives also eliminate the need for large cul-de-sacs or eyebrows that require a lot of unusable space and require large amounts of asphalt and concrete to construct. Larger amounts of asphalt require additional maintenance costs over time and are not an efficient use of natural resources. Through the use of common driveways, we are able to allocate more land area to common landscaped open spaces, instead of wasting it on unusable and unnecessary roadways. Only 8 lots in 3 locations will rely on common driveways within the gated private street section of the neighborhood. The maximum number of lots on a common driveway will be three. MAINTENANCE AGREEMENT Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CC&R's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that need to be placed in the CC&R's. We respectfully request that the City approve our application for private streets and alternative compliance for common driveways. Thank you for your consideration of this matter. Skybreak—Narrative 2/10/2021 Page 28 -,A* SKYBREAK Exhibit M — Comprehensive Plan Goals The following table describes how the Skybreak Neighborhood design and meets the City of Meridian's Comprehensive Plan Goals: Section Goal and Response 2.01.00 Support a balance and integration of diverse housing and neighborhood types. • The Skybreak Neighborhood will incorporate several housing types that will provide for sale housing in a variety of price ranges and sizes. 2.01.01 Encourage diverse housing options suitable for various income levels, household sizes, and lifestyle preferences. • The Skybreak Neighborhood will provide a diverse range of housing sizes and price points. 2.01.01H Locate higher density housing near corridors with existing or planned transit, Downtown, and in proximity to employment centers. • With an overall density of 4.1 units per acre the Skybreak Neighborhood will add residential density near the intersection of two of the Treasure Valley's major transportation corridors at Lake Hazel and Eagle Road. This intersection is planned to be seven lanes in each direction at full buildout. 2.02.00 Plan for safe, attractive, and well-maintained neighborhoods that have ample open space, and generous amenities that provide varied lifestyle choices. • The Skybreak Neighborhood will provide over 18%qualified open space, 10 additional amenities beyond the 4 that are required by the UDC, and a +/-5,167 ft. long pathway that will connect to the region pathway system. The community park will be fully fenced to keep children safe. A golf Cart Pathway will connect Skybreak to the Boise Ranch Golf Course. 2.02.01A With new subdivision plats, require the design and construction of pathways connections, easy pedestrian and bicycle access to parks, safe routes to schools, and the incorporation of usable open space with quality amenities. • The Skybreak Neighborhood will provide a+/-2,972 ft. of 10'wide regional pathway and internal pathways that will connect two separate regional pathways. For a total of nearly a mile of interconnected pathway system. 2.02.01E Encourage the development of high quality, dense residential and mixed-use areas near in and around Downtown, near employment, large shopping centers, public open spaces and parks, and along major transportation corridors, as shown on the Future Land Use Map. • The Skybreak Neighborhood will provide housing density and roof tops along major transportation corridors. The Skybreak Neighborhood will be on the low side of the projected comprehensive plan density at 4.1 units per acre. 3.02.00 Maintain, improve, and expand the City's infrastructure to meet existing and growing demands in a timely, orderly, and logical manner. • The Skybreak Neighborhood is contiguous to the City of Meridian on its western and northern boundary. Construction of the Skybreak Neighborhood will provide for orderly extensions of the City's Municipal services such as sewer and water mains to neighboring properties in the area allowing for orderly and cost-effective development. Skybreak—Narrative 2/10/2021 Page 29 -,A* SKYBREAK 3.02.01A Provide City utilities in high priority growth areas and discourage in low priority growth areas. • The Skybreak Neighborhood is in a priority growth area for the City of Meridian. 3.06.02B Encourage and support mixed-use areas that provide the benefits of being able to live, shop, dine, play, and work in close proximity, thereby reducing vehicle trips, and enhancing overall livability and sustainability. • The Skybreak Neighborhood will provide much needed housing density and diversity near the Lake Hazel and Eagle Road Corridors, and near the Mixed-Use Regional Comprehensive Plan designated properties along Lake Hazel and Highway 69 (Meridian Road). 3.07.01A Require all new development to create a site design compatible with surrounding uses through buffering, screening,transitional densities, and other best site design practices. • In designing the Skybreak Neighborhood layout we have taken special care to provide transitions to existing neighboring uses and future proposed uses. We have provided 'z acre lots and/or+/-50'of landscape buffer along the existing homes in the Vantage Point Subdivision to the south of Skybreak. Our project transitions density to the future Medium- High Density properties to the north. 3.08.01 Plan and expand public utility facilities and services as part of the development process. • Construction of the Skybreak Neighborhood will provide for orderly extensions of the City's Municipal services such as sewer and water mains to neighboring properties in the area allowing for orderly and cost-effective development. 3.08.02B Coordinate with developers, irrigation districts, and drainage entities to implement the proposed pathway network along canals, ditches, creeks, laterals, and sloughs. • The Skybreak Neighborhood will incorporate pathways along existing irrigation laterals and drains on both east and west of the Neighborhood. These pathways will provide connections to other pathways in the City of Meridian Master Pathway Plan. 4.04.01A Ensure that new development and subdivisions connect to the pathway system. • The Skybreak Neighborhood will incorporate pathways along existing irrigation laterals and drains on both east and west side of the Neighborhood. These pathways will provide connections to other pathways in the City of Meridian Master Pathway Plan. 4.04.01B Provide options for passive recreational opportunities not typically supplied by parks and facilities, such as jogging, walking, and bicycling. • The extensive pathway system within the Skybreak Development will provide for recreational opportunities such as jogging, walking, and bicycling. The Skybreak Neighborhood will also provide for passive recreational activities such as nature and wildlife viewing within attractively landscaped areas that will create a calming and relaxing sense of place. 4.04.02C Continue partnerships with area irrigation districts to continue to expand pathway system along existing waterways. • The Skybreak Neighborhood will incorporate pathways along existing irrigation laterals and drains on both east and west ends of the Neighborhood. These pathways will provide connections to other pathways in the City of Meridian Master Pathway Plan. 4.05.02F Promote the increase of permeable areas through sound site design and use of materials that limit stormwater runoff. Skybreak—Narrative 2/10/2021 Page 30 SKYBREAK • The Skybreak Neighborhood utility and stormwater drainage design will utilize the latest in storm water pollution prevention technology and engineering best practices to limit storm water run-off. 4.11.03 Work with public and private development and management groups to promote and implement Crime Prevention through Environmental Design (CPTED) strategies. • The Skybreak Neighborhood Design Team has used best design practices and coordinated with local police and first responders to implement Crime Prevention through Environmental Design (CPTED)strategies into the neighborhood design. 5.01.01 Encourage the safety, health, and well-being of the community. • In the Skybreak Neighborhood walking paths, large open play areas with perimeter fencing, narrow streets with curb, gutter and sidewalks will promote a safe and healthy community. 5.01.01G Ensure developments employ proper water drainage techniques to eliminate the risks of water contamination, mold, and pests. • The Skybreak neighborhood storm drainage and site grading will meet all City, Highway District, State and Federal requirements and best practices. 5.01.02G Require attractive landscaping and pedestrian friendly design within new developments. • The Skybreak Neighborhood not only meets the City Code requirement for qualified open space it exceeds it with over 18%landscaped area. The landscaping along the neighborhood perimeter and all common areas will be both attractive and water wise.All arterial and collector roadway frontages will be landscaped. Vegetated entries and endcaps will create a peaceful natural feel as one enters the neighborhood. 6.01.01H Require pedestrian access connectors in all new development to link subdivisions together and to promote neighborhood connectivity as part of a community pathway system. • The Skybreak Neighborhood will provide numerous pedestrian connections to the major thoroughfares and neighboring communities and will construct east/west pathway that will connect to the regional pathway system when the property to the north develops. 6.01.01J Encourage new development to include buffered sidewalks, a sidewalk separated from the motor vehicle lane by a planter strip, especially on collector and arterial roadways. • Skybreak will include separated sidewalks and planter strips on all arterials and collector Roadways and landscaped endcaps of each block. 6.01.02C Require new development to establish street connections to existing local roads and collectors as well as to underdeveloped adjacent properties. • The Skybreak Neighborhood street network will provide transportation connections to all adjacent properties were connections are possible. 6.01.03B Require collectors consistent with the ACHD Master Street Map (MSM), generally at/near the mid- mile location within the Area of City Impact. • In developing the land plan for the Skybreak Neighborhood the ACHD Master Street Map was consulted. 6.01.03D Consider ACHD's Master Street Map (MSM), Complete Streets Policy and the Transportation and Land Use Integration Plan in all land use decisions. • In developing the land plan for the Skybreak Neighborhood the ACHD Master Street Map was consulted. Skybreak—Narrative 2/10/2021 Page 31 0 SKYBREAK Exhibit M — Private Street Application/Alternative Compliance Private Street/Common Drives Attached for your review and favorable consideration is an application for Private Streets and Alternative Compliance for common driveways for the Skybreak Residential Community. As an addition to our Preliminary Plat Application, we are requesting that private streets be allowed in the gated portion of the Master Planned Neighborhood. This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community. The gates will not be used as a pedestrian barrier as sidewalks and pathways will not be gated. Private streets will provide both vehicular and pedestrian travel ways that will create the intimate feel that our buyers are looking for. Through our extensive marketing and polling of our past and future homeowners we have found that there is a demographic of senior home buyers that prefer the security that a gated community can provide. The larger view lots located on the ridge will provide opportunities for large custom homes with outstanding views of the Boise Foothills. This would provide for the "CEO Type" homes that we have heard the City asking for in the Comprehensive Plan hearings over the last year. S ■ r f Traditional Neighborhood Gated Community Skybreak—Narrative 12/21/2020 Page 27 SKYBREAK GATED COMMUNITY REQUIREMENTS Meridian City Code requires that a gated community have no more than 50 dwelling units per gated entrance to a gated community. The Skybreak Neighborhood will include four gated entry ways that will serve the 112 residential units within the gated portion of the neighborhood. The red circles above represent the location of each of the four (4) gates. Two (2) of the gates will function as full-service access for the homeowners and the other two (2) gates will serve as emergency access. PRIVATE STREETS Private streets are a key element to the overall design and feel of the Gated Golf Course Community that we have designed within the Skybreak Neighborhood. This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community. COMMON DRIVEWAYS—ALTERNATIVE COMPLIANCE Meridian City Code does not allow for common driveways off of private streets. We are requesting alternative compliance to allow for common driveways in three locations within the gated area of the Skybreak Neighborhood. Common driveways serve a very important purpose as they allow for the efficient use of space within the development and allow for uniform lot sizes. Common drives also eliminate the need for large cul-de-sacs or eyebrows that require a lot of unusable space and require large amounts asphalt and concrete to construct. Larger amounts of asphalt require additional maintenance costs over time and are not an efficient use of natural resources. Through the use of common driveways, we are able to allocate more land area to common landscaped open spaces, instead of wasting it on unusable and unnecessary roadways. Only 8 lots in 3 locations will rely on common driveways within the gated private street section of the neighborhood. The maximum number of lots on a common driveway will be three. MAINTENANCE AGREEMENT Maintenance and repair of the private street will be provided by the Homeowners Association. An account will be created with the CC&R's to accumulate funds for future repairs and maintenance of the private street. The developer has set up several of these in the past for other developments and understands the financial obligation and structure that need to be placed in the CC&R's. We respectfully request that the City approve our application for private streets and alternative compliance for common driveways. Thank you for your consideration of this matter. Skybreak—Narrative 12/21/2020 Page 28 S *1 ` Y �B :REIAK Skybreak Residential Community Private Street Application /Alternative Compliance Private Street/ Common Drives Attached for your review and favorable consideration is an application for Private Streets and Alternative Compliance for common driveways for the Skybreak Residential Community located near Eagle and Lake Hazel Roads . As an addition to our Preliminary Plat Application , we are requesting that private streets be allowed in the gated portion of the Master Planned Neighborhood . This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community . The gates will not be used as a pedestrian barrier as sidewalks and pathways will not be gated . Private streets will provide both vehicular and pedestrian travel ways that will create the intimate feel that our buyers are looking for . Through our extensive marketing and polling of our past and future homeowners we have found that there is a demographic of senior home buyers that prefer the security that a gated community can provide . The larger view lots located on the ridge will provide opportunities for large custom homes with outstanding views of the Boise Foothills . This would provide for the " CEO Type " homes that we have heard the City asking for in the Comprehensive Plan hearings over the last year . This project proposes to take advantage of a rare opertunity within the City of Meridian , to create a Premire Gated Golf Course Community . r / i • i t gift l LL bb bb - - -- Traditional Neighborhood Gated Community Skybreak Community — Alternative Compliance 1 . 13 . 2021 Page 1 S 'KYB , R, E' AK GATED COMMUNITY REQUIREMENTS Meridian City Code requires that a gated community have no more than 50 dwelling units per gated entrance to a gated community . The Skybreak Neighborhood will include four gated entry ways that will serve the 112 residential units within the gated portion of the neighborhood . This approach has been used in multiple gated neighborhoods in the past including Paramount, Movado and East Ridge . The red circles above represent the location of each of the four ( 4 ) gates . Two ( 2 ) of the gates will function as full - service access for the homeowners and the other two ( 2 ) gates will serve as emergency access . PRIVATE STREETS Private streets are a key element to the overall design and feel of the Premier Gated Golf Course Community that we have designed within the Skybreak Neighborhood . This gated area will utilize private streets to create a more intimate neighborhood setting within the larger Skybreak Community . COMMON DRIVEWAYS - ALTERNATIVE COMPLIANCE Meridian City Code does not allow for common driveways off of private streets . We are requesting alternative compliance to allow for common driveways in three locations within the gated area of the Skybreak Neighborhood . Meridian City Code 11 - 6G3 " D - 9 . Alternative compliance . The Director may approve or recommend approval of alternative design or construction standards when the applicant can demonstrate that the proposed overall design meets or exceeds the intent of the required standards of this section and shall not be detrimental to the public health , safety, and welfare . " Common driveways serve a very important purpose as they allow for the efficient use of space within the development and allow for uniform lot sizes . Common drives also eliminate the need for large culAe - sacs or eyebrows that require a lot of unusable space and require large amounts asphalt and concrete to construct . Larger amounts of asphalt require additional maintenance costs over time and are not an efficient use of natural resources . Hardscapes can create heat islands and do not allow storm drainage to enter the earth in the same way a landscaped common area or private yard would . Through the use of common driveways , we are able to allocate more land area to common landscaped open spaces , instead of wasting it on unusable and unnecessary roadways . Only 8 lots will rely on common driveways within the gated private street section of the neighborhood . One of the common drives will have 3 units attached to it and two of them will serve 2 lots each . The common driveways that have been proposed with this development meet and exceed ( less than the maximum of 6 DU per common drive ) the intent of the required standard . Common driveways do not pose a public health , safety, and welfare concern and have been utilized in many successful neighborhoods throughout Meridian . For this reason and the reasons stated above we respectfully request your approval for alternative compliance . Skybreak Community — Alternative Compliance 1 . 112021 Page 2 .At -- AK S NY B R 'E MAINTENANCE AGREEMENT Maintenance and repair of the private street will be provided by the Homeowners Association . An account will be created with the CC & R ' s to accumulate funds for future repairs and maintenance of the private street . The developer has set up several of these in the past for other developments and understands the financial obligation and structure that need to be placed in the CC & R ' s . We respectfully request that the City approve our application for private streets and alternative compliance for common driveways . Thank you for your consideration of this matter . If you have any questions , please contact Laren Bailey at 208 - 33 & 5355 . Laren Bailey, MCRP , PMP Skybreak Community — Alternative Compliance 1 . 13 . 2021 Page 3 From: farm Bailev To: Alan Tlefmbxlt;P�IlParwat Cc: $ooM1ia DurM1am Subject RE:skybreak Date: Wetlnestlay,February 10,20212:07:00 PM A[tacM1mems: 'maoe002 on $kWreak Fire Pbasina%B 2-1b2l.otlf SkWreak Aoorcatl eENr b[2 2l Eoo� External Sender-Please use caution with links or attachments. Alan, Please find our updated narrative including the R-15 zone and our Phasing/Fire Access Plan.I have also included an exhibit that shows the current and future emergency access roadways. Please let me know if you need anything else.Thank you � � I frTil 1 1 1 l'�l� ;[L j,J,-L-LJ--LJJL-LLLLL11 j J L L Lake Hazel Rd VUrTT � O■ ■ > —■ ■ T U tmrlm IL■ Lau hinq Horse J ■ Boerding /nd Horse.HorSe.. ■ li uture Collector LU Main Arterial Secondary Route ...... Collector Emergency Access From:Alan Tiefenbach<atiefenbach@meridiancity.org> Sent:Wednesday,February 10,20218:02 AM 1:Laren Bailey<laren@congergroup.com> Subject:Skybreak What do you think the ETA will be on the phasing plan and revised narrative requesting R-15?I need these ASAP if you want to get Skybreak scheduled for March 18 PC. Alan Tiefenbach I Current Associate Planner City of Meridian I Community Development Dept. 33 E.Broadway Ave.,Ste.102,Meridian,Idaho 83642 Phone :208-489-0573 1 Fax:208-489-0571 1.._ Built for Business,Designed for Living City of Meridian 33 E.Broadway Ave.,Meridian,Idaho 83642 Phone:208-888-4433 www,meridiancitv,org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law,in regards to both release and retention,and may be released upon request,unless exempt from disclosure by law. ll �Rn"IkE ngR��r 1. 1 January 5, 2021 RE: Skybreak Subdivision Alan, Here are some pre-application comments for the above listed project: 1. Yes, the project can be served by the fire department. The questions is what kind of service will we provide? The closest fire station to the project has a low reliability rating and onl the front art of the subdivision lies within the 5 minute res onse area: 2. Ever since the project was submitted by Dave Yorgason—Myself and the Development staff has asked for a road connection to the north down to Lake Hazel. As it stands if Eagle Road is closed down for any reason—there will be no access to the subdivision. If the developer works with the property developers to the north to allow access all the way through to Lake Hazel, it will benefit all involved. 3. The project will require a Fire/Wildland interface plan to be submitted prior to permitting for the area to the east of the project: This proposed subdivision is located within Wildland-Urban Interface. Defensible space is the area extending out from any part of the structure,in all directions,up to the property boundary or 30',whichever is less. Only fire-resistant plant materials are allowed within the defensible space. This precluded the use of hazardous,flammable trees,shrubs and grasses. • A minimum setback for defensible space of 30'from the structure to undeveloped,natural open space is required,and may be increased based on topographical considerations,or other physical features that create a higher risk from wildfire. Meridian Fire Department 33 E. Broadway, Suite 210, Meridian, ID 83642 Phone 208-888-1234 Fax 208-895-0390 . www.meridiancity.org ll �Rn"IkE ngR��r 1. 1 WYAQ_ • Include information on plants that would be used in creating and maintaining Firewise landscaping including those in the Idaho Firewise Fire Resistance of Plants Master Database found on the Idaho Firewise website. This document describes characteristics of hazardous and fire-prone vegetation,as well as characteristics of fire-resistant plants that should be utilized in landscaping and vegetation management. Information can be found on the"Idaho Firewise"website. This information should include zone concepts (Immediate Zone(0-5'),Intermediate Zone(5-30')and Extended Zone(30-100'). Note:these zones may be increased to account for steep topography. A wildfire safety plan is required for this subdivision. A plan shall be submitted and approved prior to approval of the final plat.The plan shall be based on a site-specific wildfire risk assessment that includes considerations of project size,location,topography,aspect,flammable vegetation,climatic conditions and fire history.The plan shall address water supply,access,building ignition and fire-resistive factors,fire protection systems and equipment,defensible space and vegetation management.A copy of the Wildfire Safety plan will be provided to the Homeowners'Association(HOA)and will be referenced in the project CCR's,related to ongoing maintenance of open space and for guidance related to the construction of new homes and for all landscaping. 4. Stations 7 and 8 have not been budgeted nor approved for construction or staffing at this time. They are in planning/design phase at this time. Please let me know if you have any questions. Sincerely, Joseph Bongiorno Deputy Chief of Prevention Meridian Fire Department (208) 888-1234 Meridian Fire Department . 33 E. Broadway, Suite 210, Meridian, ID 83642 Phone 208-888-1234 . Fax 208-895-0390 . www.meridiancity.org CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Skybreak Sub Date:(12/19/19)&2/27/20 Applicant(s)/Contact(s): (Laren Bailey, Deb, Corrine) Deb, Laren, Jim City Staff: [Sonya, Bill,Joe,Austin &Paige(ACHD), Terri, Jason, Caleb, Tom, Stevel Sonya, Bill, Bill N.,Andrea, Tom, Steve, Joe, Ryan, Kim,Tyson Location: 7020 S. Eagle Rd. &3487 E.Adler Hof Ln. Size of Property: 79.65 Comprehensive Plan FLUM Designation: Primarily MDR with some LDR&a City park designation at the SWC (park not needed) Existing Use: SFR rural (1 existing home&outbuildings) Existing Zoning: RUT Proposed Use: SFR(348 bldg. lots for SFR detached &townhomes,4.37 units/acre) Proposed Zoning: R-8 Surrounding Uses: Rural residential/ag, golf course Street Buffer(s)and/or Land Use Buffer(s): 25' buffer along Eagle Rd., landscaped per the standards in UDC 11-3B-7C Open Space/Amenities/Pathways: a 10'wide multi-use pathway is required along the Farr Lateral &along the east boundary of the site per the PMP w/landscaping per UDC 11-313-12C(coordinate w/Kim Warren, Park's Dept.); provide qualified open space&site amenities in accord with the standards listed in UDC 11-3G-3—submit qualified open space exhibit demonstrating compliance Access/Stub Streets:Access via Eagle Rd.—align with The Keep access; provide stub street to north &south at west end of site for future extension &connectivity in accord with UDC 11-3A-6;comply with Fire Dept. requirements for emergency access Waterways/Flood plain/Topography/Hazards: The Farr Lateral crosses the SWC of this site—request waiver to UDC 11-3A-6B.3 from Council to leave open (check w/Irrig. District to see if they'll allow); hillside/topography,within southern rim area History: None Additional Meeting Notes: ACHD is requiring a TIS—must be accepted by ACHD prior to application submittal to City • Annexation w/R-8 zoning consistent with MDR FLUM designation; comply w/dimensional standards of R-8 in UDC Table 11-2A-6; density s/b 3-8 units/acre for majority of site consistent w/MDR designation. ■ Submit conceptual elevations for future homes within the development • Preliminary plat to subdivide property; submit phasing plan; comply w/subdivision design &improvement standards including block length,cul-de-sac&common driveways (UDC 11-6C-3) ■ Lots at SWC west of Farr Lateral &along southern boundary s/b larger lots/configured to transition to LDR designated area& existing large lots—landscape strip at the rear of lots is only supported if open vision fencing is provided, otherwise, it should be removed as it's not visible behind building lots with solid fencing (CPTED) ■ Provide smaller lots/higher density along northern boundary consistent with anticipated future MHDR development to the north ■ Provide diversity in lot sizes&housing types throughout ■ Existing house is required to hook up to City water&sewer in accord with MCC requirements&change address ■ Submit a slope exhibit where a significant slope exists; submit master grading plan for site with final plat applications ■ Recommend providing internal street access to the NEC of site&stub to north, rather than sole access from the north which will result in a long cul-de-sac/block face when the property to the north redevelops. ■ Private streets must comply with standards in UDC 11-3F-4—as proposed,they don't comply(e.g.can't exceed 50 homes off a gated entrance,common driveways off private streets aren't allowed—private streets not intended for SFR unless mew or limited gated development—Alternative Compliance may be requested per UDC 11-513-5) ■ Development(beyond entry)does not meet Fire Dept. emergency response times; emergency access s/b provided from north ■ Staff may not be able to support the development due to life safety concerns with Fire Dept. response times; private streets are not desired for SFR and do not meet standards (e.g. more than 50 homes w/gated access, common driveways proposed off private streets); would like to see orderly development with property to the north developing first Note:A Traffic Impact Study(TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: X Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Public Works Department ❑ Republic Services X Police Department ❑ Building Department ❑ Central District Health Department X Fire Department—meet req.for X Parks Department, Kim emergency access ❑ Other: CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ificationlTransfer ❑ Rezone X Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat X Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text X Preliminary Plat ❑ Variance ❑ Conditional Use Permit X Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Skybreak Subdivision Neighborhood Meeting 6:00 pm, December 16, 2020, on Zoom Name Address / Phone No. / Email Troy Kagee 3766 E Vantage Point Ln, Meridian ID 83642 Dean Kidd 3917 E Vantage Pointe Ln, Meridian ID 83642 Lori & Matthew Smith 3652 E Vantage Pointe Ln, Meridian ID 83642 Nicole Wilkins 7277 S Eagle Rd, Meridian ID 83642 Stephanie & Michael 3690 E Vantage Pointe Ln, Meridian ID 83642 Lange Annette Alonzo 2204 E Hyper Dr, Meridian ID 83642 Howard Foley 3955 E Vantage Pointe Ln, Meridian ID 83642 FUTURE STUB STREET FUTURE STUB STREET I CONNECTION THROUGH SUNRISE \\ CONNECTION (TIMING UNKNOWN CONNECTION TIMING UNKNOWN I RIM (TIMING UNKNOWN) CONNECTION THROUGH SUNRISE RIM ( ) I (TIMING UNKNOWN) SINGLE ACCESS POINT FOR PHASE 8 SECONDARY EMERGENCY ACCESS DEAD END LIMITED TO 30 (PHASE 6) \ HOMES UNTIL FUTURE \ CONNECTION IS MADE \\ II II Lu III II I \ I II \ E I - - STREET \ —STREET 0— P�OTSw — vi PRIMARY SUBDIVISION ENTRANCE (ALL PHASES) I III F I III FTe�� SE 3 II II PNP TS NPIS e I 3933 1-0 L w I II II - - - - - i I NPSE6 I �� I 10, TEMPORARY I 36 III TRFFI \ / TURNAROUND (PHASE 3) I I ' z \ w PRIMARY ACCESS \ j STREET B— II PHASES 4, 6, 7 (GATED) a III � I °III 'ST I II I RFFTF, i � I ' STREET q - STREET A 'T__F7 I III I � I II�III SE1 I , P P OT S I \ ' SECONDARY EMERGENCY ACCESS I III w Sg I (PHASE 4 I I STREET F_ N I 1 I � STREET M— — — 61 LL I II I v� I v w I I = II \ I w I z Q III \ \STREET/\ 2 I f I w I I III - \ NPSE I pHPS T5 I I o OTS LO I m �9 I' I 3� STREET Q — — — 1I INSTALL GRAVEL SECONDARY ACCESS 1 - TO VANTAGE POINT LANE WITH I a I - STREET I— PHASE 1 OR COMMON DRIVE III \ ACCESS TO EAGLE ROAD I II FRq� N O-f5 ' 3$ L ICI II - - - - - - - - - - Lu ~ w z w N - - - STREET S- - - - / T \\ I I I III 23 STREET U STREETK I� I II - -- -- -- -- -- - - -- -- - -- -- -- \ _ E VANTAGE POINT LANE d3 SECONDARY GATED E EP EP EP EP EP EP EP EP EP EP EP EP EP EP E \ ACCESS (PHASES 4, 6, 7) SECONDARY EMERGENCY ACCESS PER RECORDED ACCESS EASEMENT WITH CONNECT TO E. VANTAGE NEIGHBORING PROPERTY OWNER \ \ I I I POINT LANE (PHASE 1) I I I FIRE ACCESS PHASING NARRATIVE PHASE 5 N PRIMARY ACCESS STREET A FROM EAGLE ROAD TO STREET C PHASE 1 PRIMARY ACCESS STREET A FROM EAGLE ROAD TWO FUTURE STREET CONNECTIONS TO THE NORTH SECONDARY ACCESS CONSTRUCT STREETS F AND J AS GRAVEL ACCESS TO VANTAGE POINT LANE PHASE 6 PHASE 2 PRIMARY ACCESS STREET A FROM EAGLE ROAD THROUGH GATED ACCESS PRIMARY ACCESS STREET A FROM EAGLE ROAD SECONDARY ACCESS COMMON DRIVE CONNECTION THROUGH PHASE 5 0 50 100 200 300 SECONDARY ACCESS PAVED CONNECTION FROM STREET J TO VANTAGE POINT LANE PHASE 7 PRIMARY ACCESS STREET A FROM EAGLE ROAD THROUGH GATED ACCESS SCALE: 1" = 100' PHASE 3 PRIMARY ACCESS STREET A FROM EAGLE ROAD TO STREET C SECONDARY ACCESS STREET K TO STREET J TO VANTAGE POINT LANE WEST END CUL-DE-SAC LIMITED TO 30 HOMES COMMON DRIVE CONNECTION BETWEEN PHASES 5/6 EAST END OF STREET B REQUIRES TEMPORARY TURNAROUND S KY B R EA K SUBDIVISION FUTURE STREET CONNECTION TO THE NORTH PHASE 8 PRIMARY ACCESS STREET T CONNECTION THROUGH SUNRISE RIM SUBDIVISION EMERGENCY VEHICLE ACCESS EXHIBIT PHASE 4 DEAD END LIMITED TO 30 HOMES OR FIRE SPRINKLE IF NECESSARY PRIMARY ACCESS STREET A FROM EAGLE ROAD THROUGH GATED ACCESS SECONDARY ACCESS STREET K TO STREET J TO VANTAGE POINT LANE PHASE 9 PRIMARY ACCESS STREET U CONNECTION TO VANTAGE POINT LANE DATE. 2/10/2021 DEAD END LIMITED TO 30 HOMES AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, C4 Land LLC 4824 W Fairview Ave (name) (address ) Boise ID ( city) (state) being first duly sworn upon, oath, depose and say : 1 . That I am the record owner of the property described on the attached, and I grant my permission to : DevCo LLC 4824 W Fairview Ave , Boise ID 83706 (name) (address) to submit the accompanying application(s ) pertaining to that property . 2 . 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . 3 . I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s) . Dated this 17th day of December , 2020 ( Signat re) SUBSCRIBED AND SWORN to before me the day and year first above written . N E •fos •• • •"Ef (Notary Public for Idaho) • Residing at : UB LIC ;n My Commission Expires : / OF 01112 (Rev 05/29/20 ) Laren Bailey From : Mindy Wallace < Mwallace@achdidaho . org > Sent . Thursday, May 14, 2020 8 : 05 AM To . Laren Bailey Cc : Bill Parsons Subject : Skybreak Subdivision Laren , ACHD accepts the traffic impact study for Skybreak Subdivision . Please let me I< now if you have any questions . Mindy Mindy Wallace , AICP Planning Review Supervisor Ada County Highway District 208 - 387 - 6178 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. 1 From: noreolly(almeridiancity.oro To: Sophia Durham;tricks(lmeridiancity.ora;rbeecroft(abmeridiancitv.ora Subject: Address Verification Complete Date: Friday,June 26,2020 9:31:39 AM Address verification is complete for record LDAV-2020-0402 Project: Skybreak Subdivision Parcel(s): S1404233650 Lot: null Block: null Subdivision: SKYBREAK SUB Comments: S1404233650 S1404244250 2N IE 04 City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. Laren Bailey From : Gus Porter < gus@sawtoothls . com > Sent : Wednesday, December 4, 2019 8 :43 AM To : Laren Bailey Subject : FW : Skybreak Subdivision Name Reservation Regards, Gus Porter Vice President Sawtooth Land Surveying, LLC Land Surveying I Planning 13D HDS Scanning D; 208.287. 8452 - F,H 208.398. 8105 - C; 208. 860. 0532 Office Locations : Emmett, ID I Coeur d 'Alene, ID I Jerome, ID Idaho I Oregon I Nevada I Washington I Montana I California This e-mail , including attachments, may include confidential and/or proprietary information, and may be used only by the person or entity to which it is addressed . If the reader of this e-mail is not the intended recipient or his or her authorized agent, the reader is hereby notified that any dissemination, distribution or copying of this e-mail is prohibited . If you have received this e- mail in error, please notify the sender by replying to this message by e- mail , or phone and destroy any and all copies of the correspondence and attachments . From : Sub Name Mail < subnamemail@adacounty . id . gov> Sent : Wednesday, December 4, 2019 8 : 41 AM To : Gus Porter < gus@sawtoothls . com >, Jeff Beagley <Jeff@sawtoothis . com > Cc : Tamara Thompson ( tamara@thelandgroupinc . com ) < tamara@thelandgroupinc . com > Subject : RE : Skybreak Subdivision Name Reservation December 4, 2019 Jeff Beagley, Sawtooth Land Surveying Gus Porter, Sawtooth Land Surveying Cc : Tamara Thompson , The Land Group RE : Subdivision Name Reservation : SKYBREAK SUBDIVISION The parcels involved in this request previously reserved the name Skyward Subdivision . The Skyward Subdivision name will no longer be reserved for the previous applicant, and will be available for use by others as was stated in the original name reservation . At your request, I will change Skyward Subdivision and reserve the name Skybreak Subdivision for your project . I can honor this reservation only as long as your project is in the approval process . Final approval can only take place when the final plat is recorded . This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re - used by someone else . Sincerely, f , - Glen Smallwood Surveying Technician ' Ada County Development Services 200 W . Front St . , Boise , ID 83702 ' ( 208 ) 287 - 7926 office ( 208 ) 287- 7909 fax From : Gus Porter < gus@sawtoothls . com > Sent : Monday, December 2 , 2019 1 : 43 PM To : Sub Name Mail < subnamemail@adacounty . id . gov> Subject : [ EXTERNAL] Subdivision Name Reservation CAUTION : This email originated from outside Ada County email servers . Do not click on links or open attachments unless you recognize the sender and know the content is safe . Verify the sender by mouse - hovering over their display name in order to see the sender' s full email address and confirm it is not suspicious . If you are unsure an email is safe, please report the email by using the Thish Alert ' button in Outlook . Sub Name : Skybreak Subdivision SW 1/4 , NW 1/4 of Section 4, T2N , R1E Parcel Numbers : S1404233610 & S1404244200 Developer : Daybreak Development PLS : Jeff Beagley Regards, Gus Porter Vice President Sawtooth Land Surveying, LLC Land Surveying I Planning 13D HDS Scanning D; 208. 287. 8452 - F. 208.398. 8105 - C; 208. 860. 0532 Office Locations : Emmett, ID I Coeur d 'Alene, ID I Jerome, ID Idaho I Oregon I Nevada I Washington I Montana I California This e-mail , including attachments, may include confidential and/or proprietary information, and may be used only by the person or entity to which it is addressed . If the reader of this e- mail is not the intended recipient or his or her authorized agent, the reader is hereby notified that any dissemination , distribution or copying of this e- mail is prohibited . If you have received this e- mail in error, please notify the sender by replying to this message by e- mail , or phone and destroy any and all copies of the correspondence and attachments . 2 From: Laren Bailev To: Alan Tiefenbach Subject: RE:East ridge Date: Tuesday,February 9,2021 10:57:14 AM Attachments: imaae006.Dna imaae007.Dna External Sender-Please use caution with links or attachments. Alan, There were no private streets in the first phase,which has been completed. Phase 2 and 3 are entirely private streets. Yes,the Ramada and Fountain are proposed in phase 2 (this phase). Here is a rendering and photo,will that work? Thanks Ramada Clubhouse 114 -r Water Feature Agoi� R . From:Alan Tiefenbach<atiefenbach@meridiancity.org> Sent:Monday,February 8,2021 2:18 PM To:Laren Bailey<laren@congergroup.com> Subject:East ridge Laren,a few questions about East Ridge. Are there any private streets that were provided with the first phase,or are ALL the private roads being proposed with this phase. Is the ramada structure proposed with this phase?I see something in a circle,but I don't see any key notes saying what it is,nor is there an elevation of it.What about the water feature?Which phase is that and where is the elevation? Alan Tiefenbach Current Associate Planner City of Meridian Community Development Dept. 33 E.Broadway Ave.,Ste.102,Meridian,Idaho 83642 Phone:208-489-0573 1 Fax:208-489-0571 rE IDIy IAN,�-- Built for Business,Designed for Living City of Meridian 33 E.Broadway Ave.,Meridian,Idaho 83642 Phone:208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law,in regards to both release and retention,and may be released upon request,unless exempt from disclosure by law. t E E. LAKE HAZEL RD = w U � Z =) ap U w LL N J OO cc u a 0 J u a w E�E. COLUMBIA RD ® VICINITY MAP SCALE: 1"=1000' 1 21 12225 SF 1 BLOCK 2 14 1 BLOCK 3 31.13' BLOCK 5 BLOCK 5 I I L 2320 4 5 13 ?Szs. 2 3 4 5 6 7 23 24 25 34 35 36 37 38 39 56 40 — 6 7 12 / 3424 SFI 47 57 I — 8 1 ` 117.50'1 19 \ 4934 SF / ?¢e�• 22 33 41 48 \ 58 1 11 / 2 � _ _ _ — _ — _ 2670 SF I I 1 18 17 16 15 14 13 12 11 9 3 1 \\ 42 49 \ 59 10 1p / 1 21 32 \ 9 \ 1 BLOCK 1 7 / 4 5 I ( 1 I \ \ 60 8 5010 SF 11 5 5p I 1 29890 SF 6 7 8 9 1 20 31 1 13887 SF 51 I 6 � 19 � 6152 SF 116 I 193336 SF 61 — — — — — _ — 4 18 1 I I 114 43 52 I — 0 19 30 1 \ 1 � 3 � 17 BLOCK 4 I I � I 53 I 44269 SF � 43 / . 16 31.26' 117 \ 15 113 46 \ 1 I �\ 14 13 12 11 18 29 1 54 � 1 BLOCK 9 \ \ I I I 15 7 / I I 13 12 11 10 9 �\ \�\ / 112 118 I 44 BLOCK 5 55 \ 1 g 3 ` 17 28 1 14 7 — �� 1 I 16 \ / 4 1 � I 6 2 111 119 17 _ _ 5 5 14 16 27 — — 7 1 1 110 120 2 I I / 3 \` 8 9 10 11 12 3 18 / \ c 15 26 1 1 I I 2 3 4 7 1 BLOCK 5 N 121 1 1 I 1 5 19 6 23755 SF 1 BLOCK8 \ / 191 \ � _ I 109 1 1 1 20 I / 13 / 190 — — — — — — — — —1— — — 1 I 13860 SF 1 1 1 18 1 \ 189 24455 SF 122 45 I 1 21 8 12 188 1 I I I 17 I 187 BLOCK o I 108 123 1 1 8665 SF 186 1I7.50' 22 1 9 1 11 BLOCK 7 I 6 \\ 185 184 183 182 181 1 57N 156 155 I I 16 1 154 153 152 151 1 23 I I 2 \ 1 107 124 I BLOCKS 1 1 15 10 I 10 I 9 5 _ _ — I 67 1 � — 106 I I I 24 I 11 3 7 � 180 158 / _ _ _ 125 _ � I 1 1 1 14 I 8 \ / 25 8 4 I 9 179 159 / 105 126 3017 SF I I \ 12 I 4 I 10 11 12 I 66 68 I 1 � 13 1 3 1 1128 129 130 131 132 133 62 63 64 65 1 26 - 7 I 40.00' 1 78 1 60 I g 1 N 104 127 I BLOCK 6 BLOCK 5 I 24. I I 27 5 I I 13 00' I 28 1 I 1 29 BLOCK 9 \ 2 19 18 7975 SF 161 30 1 7 1 50 1 34 103 4245 SF I ` 6 1 77 I 31 � I 2722 SF 16 I 1 15 14 I 1 �32 \ 1 69 I — 162 85 4245 SF \ \ 33 — _ — I 176 1 149 I \ _ 34 — 1 35 86 j 84 29.50' 35 � I c I I I 36 - - - - 163 I 1 a 94 95 96 97 I 29.50' \ \ \ 37 38 39 40 175 1 148 136 87 83 BLOCKS 70 41 42 I I 69 \ \ 43 1 174 164 I 147 1 1 93 98 I BLOCK 9 � 44 6733 SF I �� \ 45 46 47 48 49 I 137 88 82 I 6541 SF 1 68 67 I BLOCK 5 1 I 70 BLOCK 9 173 165 I 1 I 1 I 66 51 _ 23.46' 146 I — 138 102 101 100 99 71 � 87488 SF � 1 89 81 1 71 1 65 166 64 \ \ 1 172 Y 145 139 1 \ / 72 3543 SF 17.50' f— 72 //\ 63 \\ 50 0 1 90 80 _ — — — — — _ BLOCK 9 62 \ 171 m 167 I I 73 \ 61 60 59 58 57 56 55 54 \\ 35142 SF I I 144 140 1 91 79 78 73 I \\ \ \ 170 co 168 1 74 \ °0 143 I I n co 1 \ 5 3 \ \ 1 rn OR 141 1 \ `N I BLOCK 5 77 76 75 I _ 2898 SF 5Z \\ \ 169 8224 SF 5131 SF 142 / 92 75 77 - _ _ _ 78 1 I 74 76 BLOCK 9 26637 SF 1 10350 SF \ — — — — — — — — / 44946 SF — — — — —— —— —— \ BLOCK 10 — -- \ — —I— -- -- -- -- -- -- -- -- -- — -- — -- -- -- SKYBREAK SUBDIVISION N OPEN SPACE EXHIBIT QUALIFYING OPEN SPACE TOTAL AREA = ±79.69 AC NON-QUALIFYING OPEN SPACE 0 50 100 200 300 QUALIFYING OPEN SPACE = ± 14.99 AC (1 8.8%) NON-QUALIFYING OPEN SPACE = ±0.93 AC SCALE: 1" = 100' COMMON LOT 15 � a �\ 14 \ 2 ' 13 / BLOCK 2 12 / a / a N csw C I V I L S I T E 15 0 15 30 PO BOX 6059 SKYBREAK SUBDIVISION ggizw BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 1 2-14 BLOCK 2 SCALE: 1" = 30' Ph. (208)946-3874 cgraham@cswengineering.com I -r::: - - - - - - - , I �Y BLOCK 9 I 30.00' SEWER/ I g rn WATER EASEMENT I I I o 15 �--5.00' LSCP BUFFER 25.00' COMMON I I 12 � — - - - - - - - - - J DRIVE I 13 ID SETBACK TYP � — - - - - - - - - - - LOT CT 14 I CCESS.TDRE�ARELOCATED� I I I ON EAST SIDE OF I LOT. InY 16 I $ 20.00' FRONT rn SETBACK — — — — — — — — — — — — ° _ _ _ ° e< 12.00' REAR - - - - - - - - � SETBACK TYP I 17 — I I r — — — — — — — — — — — — I � 18 LOT 18 TAKES DIRECT STREET ACCESS. DRIVEWAY LOCATED ON SOUTH SIDE OF LOT. — — — — — — — — — — —C.SM N C I V I L S I T F— PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 1 3-1 8 BLOCK 9 SCALE: 1" = 30' Ph. (208)946-3874 cgraham@cswengineering.com rLOT 20 TAKES DIRECT STREET °A I ACCESS. DRIVEWAY LOCATED I ° I ° I I ON NORTH SIDE OF LOT. 20 m L — — — — — — — — — — — r - - — — — — — — — a a � I11 ad 19 25.00' COMMON ° a DRIVE ° N n ° ° I I I S. P BUFFER 12.00' REAR BLOCK 1 II ° SETBACK TYP 30.00' WATER/ 17 15 a I I SEWER EASEMENT 1 8 16 < ° I 20.00' FRONT 5.00' SIDE a I SETBACK I SETBACK TYP LOT 16 TAKES DIRECT STREET ACCESS. DRIVEWAY LOCATED < I I ON EAST SIDE OF LOT. °a ° I N — ° i 1 U� �Y U O N N CSN/ CIVIL SIT E wo R Ks 15 0 15 30 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 16-20 BLOCK 1 SCALE: 1" = 30' Ph: (208)946-3874 cgraham@cswengineering.com BLOCK 5 I I $ I I I LOT 37 TAKES DIRECT STREET 5.00• I I I I SETBACK IDTYP I I o A I I ACCESS. DRIVEWAY LOCATED m I I I ON EAST SIDE OF LOT. I I I I I I I I I I I I I I I I I 71 23 I 24 I I 25 I I 34 I I 35 I I 36 I I 37OR I cYi I RESTRICTED TO iEMERGENCY ACCESS ONLY I I I I I I I I i I I o f - - - - - � I " - - - - I I UI- - - - - - - O N 22 33 r — — — — — — — — F-- — — — — — — — — — — 12.00' REM ICL I SETBACK TYP $� I I y om / 21 to I I 32 u LOT 21 TAKES DIRECT STREET LOT 32 TAKES DIRECT STREET $ �, ACCESS. DRIVEWAY LOCATED ACCESS. DRIVEWAY LOCATED rn P ON SOUTH SIDE OF LOT. ON SOUTH SIDE OF LOT. N CSI/ C IN/I L. SITE w o R K s 20 0 20 40 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 21-25 AND 32-37 BLOCK 5 SCALE: 1' = 40' Ph: (208)946-3874 cgraham@cswengineering.com II . I I ° I eI - - - - - - - - - - I LOT 24 TAKES DIRECT STREET I ° ACCESS. DRIVEWAY LOCATED ° 4° ° ° ° ON NORTH SIDE OF LOT. ° ° 24 0 I ° 12.00' REAR a 1O U I U� ` I SETBACK TYP I � 0m 25 I Z3 a W ° N� 0o ° oN 26 / / o I 15.00' SIDE SETBACK LOT 28 TAKES DIRECT STREET ACCESS. S IV OFY LOT.LOCATED ° I 27 ° I S�Bq0,K 28 / 29 I BLOCK 9 / N csw C I V I L S I T F— PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 24-28 BLOCK 9 SCALE: 1" = 30' Ph. (208)946-3874 cgraham@cswengineering.com I I I I I \ At 69 I \ \ I BLOCK 9 \ \ 20SETBACK LOTACC 67.TAKES DIRECTAY STREET ED ON EAST SIDE OF LOT. - - - - - - - /, I I ' 12.00' REAR SETBACK TYP 70 I I 6 7 3�Qq5.� a i I ''x L - - - - - - - - - - J 5.00' LSCP / — I BUFFER / 66 vl U 20.00' COMMON I DRIVE/PED PATHWAY III I Lora 71 L — — — — — — — — — - I I I 72 /p 1 I I I I LOT 72 TAKES DIRECT STREET �° a LACCESS. DRIVEWAY LOCATED ON \ ° I SOUTH SIDE OF LOT.73 — I \ - - - - - - --- 74 N C.SM C I V I L S I T E 20 0 20 40 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 67-72 BLOCK 9 SCALE: 1" = 40' Ph. (208)946-3874 cgraham@cswengineering.com - - - - - - - - - - - - - 7 d • a • I I 72 ° • ° I a L - - - - - - - - - - - ° I FLOT 73 TAKES DIRECT STREET p < ACCESS. DRIVEWAY LOCATED • ° I ON NORTH SIDE OF LOT. I ° 73 p • I I • a° L - - - - - - - - - - - � - - - - -T I •� I I BLOCK 9 i I 74 rn U 'o I • I - - - - - - - - °a I 5.00' LSCP BUFFER ° I 20.0 ' COMMON I • I I 75 DRIVE I 77 2.00' REAR I I • • I SETBACK TTYP I • • COMMON LOT - - - - - - - - - - - - - I I °• I I 20.00' FRONT I I • I 76 SETBACK II • ° I I I — — — - - - - - - - - Y W En(QW� W W O (n -p_J O N csw C I V I L S I T E 15 0 15 30 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 73-77 BLOCK 9 SCALE: 1" = 30' Ph. (208)946-3874 cgraham@cswengineering.com i F - - - - - - - - - - LOT 81 TAKES DIRECT STREET p 102 ACCESS. DRIVEWAY LOCATED I ON NORTH SIDE OF LOT. 81 I� I I I - - - - - - - - - - � r - - - - - - - - - -� I 80 U O v'i — — — — — — — -20.00' COMMON rn DRIVE 1 - - - - - - - - I . I I7E . . I 79 15.00' LSCP BUFFER— — — — — — _ — 12.00' REAR PED PATHWAY I �—SETBACK TYP 20.00' FRONT — — — — — — SETBACK - I I ACCESS.T REIVEWAYECT LOCATEDET I ON EAST SIDE OF LOT. • 77 I I I I 5.00' SIDE SETBACK � I I BLOCK 5 I I I I � N csw C I V I L S I T E 20 0 20 40 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 77-81 BLOCK 5 SCALE: 1" = 40' Ph. (208)946-3874 cgraham@cswengineering.com - - - - - - - - - - LOT 183 TAKES DIRECT STREET I I I SIDE SETBACK TW I I I I B LOCK 5 ACCESS. WEST DRIVEWAY WA LOT. LOT ON LOT 154 TAKES DIRECT STREET C4o N I ONCEEAST S DI E OFY LOTCATED 183 I I 182 I I 181 I 157 I I 156 I 155 I I I I I 154 I 153 cyi I i RESTRICTEDI TO EMERGENCY ACCESS ONLY 0 I I �� - - - - � I " - - - - I L - - -h- I- - - - - I L - - - - - � I U cr 180 158 i - - - - - - - - - -I - - - - - - - - -F 0. I 12.00 REAR ow I SETBACK I � � ' 179 ,bom I i 159 qw I a•°I Lo LOT 159 TAKES LOT ACCESS.179 TAKESDRIVE DIRECT STREET ACCESS.TED I ACCESS. DRIVEWAYRECT LOCA DSTRES = ON SOUTH SIDE OF LOT. I ON SOUTH SIDE OF LOT. I• - - - - - - - - - - - - - - - - - � 129 l a 1 W 128 c V!y O N N N CSI/ C I V I L S I T E w o R K s 20 0 20 40 PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 1 54-1 59 AND 1 79-1 83 BLOCK 5 SCALE: 1' = 40' Ph: (208)946-3874 cgraham@cswengineering.com I ° � a ° — — — — — — — — — — — °I LOT 18 TAKES DIRECT STREET ACCESS SDRIVEWIDE OF CATED ON NORTHIDE OF LOT.. I ° 18 I I I I le I I I leL— — — — — — — — — — — — — —i r - - - - - - - - - - - - - � I I I 17 � BLOCK 5 � ° ° I < NY I �I I ° a I 20.00' COMMON 16 I I DRIVE rn I I 14 I I I 5.00' LSCP I - - - - - I BUFFER ` - - - - - - - - I 13 I I I 12.00' REAR SETBACK TYP LOT 13 TAKES DIRECT STREET I 20.00' FRONT 1 5 ACCESS DRIVEWAY F LOT. I I SETBACK ON WEST � I I I 5.00' SIDE I I I I SETBACK TV I- - - - - - - - - - - - �U N Y U O O (V �in N csw C I V I L S I T F— PO BOX 6059 SKYBREAK SUBDIVISION BOISE,ID 83707 COMMON DRIVE EXHIBIT - LOTS 1 3-1 8 BLOCK 5 SCALE: 1" = 30' Ph. (208)946-3874 cgraham@cswengineering.com ELECTRONICALLY RECORDED STAMPED FIRST PAGE NOW INCORPORATED AS PART OF� ADA COUNTY RECORDER Phil McGrane 2020 - 088736 ` OPICRI �!AL DOCLP �` 1= ; T BOISE IDAHO Pgs = 3 CHE FOWLER 07/16/2020 04 : 21 PM TITLEONE BOISE S15 . 00 TitleOne a till & escrow Coe Order Number: 20366793 Warranty Deed For value received , Peter L . Eisenman and Dana A . Eisenman , husband and wife the grantor, does hereby grant, bargain , sell , and convey unto C4 Land LLC , an Idaho limited liability company whose current address is 4824 Fairview Avenue Boise , ID 83706 the grantee , the following described premises , in Ada County , Idaho , to wit : A parcel of land being a portion of the South one half of the Northwest one quarter of Section 4 , Township 2 North , Range 1 East, Boise Meridian , Ada County , Idaho , being more particularly described as follows : Commencing at the Northwest section corner of said Section 4 ; thence on the West section line of said Section 4 South 00012 ' 52 " West , 1352 . 04 feet , to the North 1 / 16 West corner of said Section 4 to the Point of Beginning ; thence leaving said West section line South 89052 '36 " East , 1321 . 04 feet , on the South line of Government Lot 4 of said Section 4 , to the Northwest 1 / 16 corner of said Section 4 ; thence North 890 5626 " East , 1321 A 0 feet , on the South line of Government Lot 3 of said Section 4 , to the Center- North 1 / 16 corner of said Section 4 ; thence on the East line of said South one half of the Northwest one quarter of Section 4 South 0003705 " West, 295 . 11 feet ; thence leaving said East line of the South one half South 61 ° 08'36 " West , 312 . 84 feet ; thence North 28051 ' 24" West , 88 . 91 feet ; thence South 70006 '30 " West , 362 . 00 feet ; thence Order Number: 20366793 Warranty Deed - Page 1 of 3 i;o` .ram i RONICALLY HEC, ED STAPAIPFE) FIR , T RAGE NOW I ICORPORATEV A8 FART OF tl- I PIP INAL P) � tIMr9tit TitleOne a title & escrow co. Order Number : 20366793 Warranty Deed For value received , Peter L . Eisenman and Dana A . Eisenman , husband and wife the grantor , does hereby grant , bargain , sell , and convey unto C4 Land LLC , an Idaho limited liability company whose current address is 4824 Fairview Avenue Boise , ID 83706 the grantee , the following described premises , in Ada County , Idaho , to wit : A parcel of land being a portion of the South one half of the Northwest one quarter of Section 4 , Township 2 North , Range 1 East , Boise Meridian , Ada County , Idaho , being more particularly described as follows : Commencing at the Northwest section corner of said Section 4 ; thence on the West section line of said Section 4 South 00012 ' 52 " West , 1352 . 04 feet , to the North 1 / 16 West corner of said Section 4 to the Point of Beginning ; thence leaving said West section line South 89052 ' 36 " East , 1321 . 04 feet , on the South line of Government Lot 4 of said Section 4 , to the Northwest 1 / 16 corner of said Section 4 ; thence North 89056 ' 26 " East , 1321 . 10 feet , on the South line of Government Lot 3 of said Section 4 , to the Center- North 1 / 16 corner of said Section 4 ; thence on the East line of said South one half of the Northwest one quarter of Section 4 South 00 ° 37 ' 05 " West , 295 . 11 feet ; thence leaving said East line of the South one half South 61 ° 08 ' 36 " West , 312 . 84 feet ; thence North 28051 ' 24 " West , 88 . 91 feet ; thence South 70 ° 06 ' 30 " West , 362 . 00 feet ; thence Order Number : 20366793 Warranty Deed - Page 1 of 3 South 00013 ' 59 " West , 196 . 43 feet ; thence South 82045 '56 " East , 236 . 66 feet ; thence North 5704713 " East , 200 . 05 feet ; thence South 24008 '50 " East , 317 . 85 feet ; thence South 89022 ' 55 " East , 117 . 51 feet , to a point on said East line of the South one half ; thence on said East line of the South one half South 0003705 " West , 431 . 39 feet , to the center one quarter corner of said Section 4 ; thence on the South line of said South one half North 89048 ' 26 " West , 2632 . 72 feet , to the West one quarter corner of said Section 4 ; thence on the West section line of said Section 4 North 00 ' 12 ' 52 " East , 1326 . 27 feet to the Point of Beginning . To have and to hold the said premises , with their appurtenances unto the said Grantee , its heirs and assigns forever . And the said Grantor does hereby covenant to and with the said Grantee , that Grantor is the owner in fee simple of said premises ; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made , suffered or done by the Grantee ; and subject to all existing patent reservations , easements , right (s ) of way , protective covenants , zoning ordinances , and applicable building codes , laws and regulations , general taxes and assessments , including irrigation and utility assessments ( if any) for the current year, which are not due and payable , and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires , the singular number includes the plural . Remainder of page intentionally left blank . Order Number: 20366793 Warranty Deed - Page 2 of 3 Dated• 0 Peter L . Eisenman Dana A . Eisenman State Tf4D , Cou ty of ADA ss . On i day of July in the year of 2020 , before me , the undersigned , a Notary Public in and for said State , personally appeared Peter L . Eisenman and Dana A . Eisenman known or identified to me to be the person ( s ) whose name ( s ) is/ s t within instr ent and acknowledged to me that he/she/they executed the same . XRA Notary Public ;• ,� ••. C1 •; Residing In : ' Piration D = y G �• s -� My Commission Expirflesides in ; �t®' 61' 8�� • � f ,� ; O (seal ) E$91e, ID 2 /4/c : d • �i • • • • • • • • • AHO Order Number : 20366793 Warranty Deed - Page 3 of 3 AL— Sawtooth Land Surveying, LLC F: (208) 398-8 104 F: (208) 398-8 105 2030 5. Washington Ave., Emmett, ID 83G 17 Skybreak Annexation Legal Description BASIS OF BEARINGS is S. 0112'52"W. between a found aluminum cap marking the W1/4 corner and a found aluminum cap marking the NW corner of Section 4, T. 2 N., R. 1 E., B.M., Ada County, Idaho. A parcel of land located in the S1/2 of the NW1/4 of Section 4 Township 2 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at an aluminum cap marking the NW corner of said Section 4; Thence S. 0112'52"W., coincident with the west line of said NW1/4 and the centerline of S. Eagle Road, 1352.07 feet to an aluminum cap PLS 13550, marking the N1/16 corner of said Section 4 and the POINT OF BEGINNING; Thence S. 89052'22" E., coincident with the north line of said S1/2 of the NW1/4, a distance of 1321.03 feet to a 5/8" rebar/cap PLS 645, marking the NW1/16 corner of said Section 4; Thence N. 8905641" E., coincident with said north line, 1321.10 feet to a 5/8" rebar/cap PLS 4347, marking the CN1/16 corner of said Section 4; Thence S. 00037'07"W., coincident with the east line of said NW1/4, a distance of 1333.72 feet to a 3/4" rebar/cap PLS 645, marking the C1/4 corner of said Section 4; Thence N. 89048'12"W., coincident with the south line of said Section 4, a distance of 2632.71 feet to an illegible aluminum cap, marking the W1/4 of said Section 4; Thence N. 00012'52" E., coincident with said west line, 1326.27 feet to the POINT OF BEGINNING. The above described parcel contains 80.461 acres more or less. cc 0 1157 vF�F BEA'��' P:\2019\19446-SKYBREAK SUB CM\Survey\Drawings\Descriptions\19446 Annexation Legal.docx � 1 BASLS OF BEARINGS S. EAGL�^ K ROAD 500°12'52"W 2678.34' w 1326.27' s " 1352.07' + .10 O 1 tiD I � En I m tn I ,e 1N A 1N O m ! IW a a I cz � , c i v � I cAz s I c a ti a a I 3 f � I � 1 1 J I a A Z o� O s � G �A) ! 11-a1��n ' II 0 w�` I o wvz �co n O Vn �b a� al.a a� 3 m - _— _--- ----- ---------- -- 500°37GrW S 00°37'07"W 1333,72' l356.96' Z ° �►- ~O m o m A UNPLA1TED AA&- Sawtooth Land Surveying, LLC ,5 w%007- P: (206) 398-8 104 F: (208) 398-8 1 05 2030 5. Washington Ave., Emmett, ID 83G 17 Skybreak Parcel Description BASIS OF BEARINGS is S. 0112'52"W. between a found aluminum cap marking the W1/4 corner and a found aluminum cap marking the NW corner of Section 4, T. 2 N., R. 1 E., B.M., Ada County, Idaho. A parcel of land located in the S1/2 of the NW1/4 of Section 4 Township 2 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at an aluminum cap marking the NW corner of said Section 4; Thence S. 0112'52"W., coincident with the west line of said NW1/4, a distance of 1352.04 feet to an aluminum cap marking the N1/16 corner of said Section 4; Thence S. 89052'36" E., coincident with the north line of said S1/2 of the NW1/4, a distance of 25.00 feet to the easterly right of way of S. Eagle Road and the POINT OF BEGINNING; Thence continuing S. 89052'36" E., coincident with the north line of said S1/2 of the NW1/4, a distance of 1296.04 feet to the NW1/16 corner of said Section 4, marked by a 5/8" rebar with cap RLS 645; Thence N. 89056'26" E., coincident with said north line, 1321.10 feet to the CN1/16 corner of said Section 4, marked by a 5/8" rebar with cap RLS 645; Thence S. 0037'05"W., coincident with the east line of said NW1/4, a distance of 1333.72 feet to the C1/4 corner of said Section 4, marked by a 3/4" rebar; Thence N. 89048'26"W., coincident with the south line of said NW1/4, a distance of 2607.72 feet to said easterly right of way, marked by a 5/8" rebar; Thence N. 0012'52" E., coincident with said easterly right of way, west line of the NW1/4, a distance of 1326.30 feet to the POINT OF BEGINNING. The above described parcel contains 79.70 acres more or less. This description was prepared using record data from Record of Survey No. 12358, Ada County records, and not from an actual field survey. P 11574 E P:\2019\19446-SKYBREAK SUB CM\Survey\Drawings\Descriptions\19446 WO RW Description.docx I � � f .�f IRK ---_____ a �_ wwow IIIqI Mimi An 11MIMI MIA �l`-��I� • Sri '��!/ ••1� \� / ■ ��w11 r••t— �� -.1m[_! : ■i �r..w lines �� "rr��i. ' UM�J M. SKYBREAK fir.—:��1■r�� ,�� - 0 41 12/21/2020 Page 17 1 FJaf4 � I Wires� � I SKYBREAK all WZ41 ' J EMS M- Skybreak—Narrative 12/21/2020 Page 18 SKYBREAK 1 ! I��Ifil�i��It�l ■ n I■!� ��I� �-. 1�1��''��i ��+II��j N 1 �I�� !�i i► � I5��1 Ir��l��1 �asa�iiall�:aaEa:��aiaa �--� ■� ��aa�a�:��,aa�aaviaiasai �� lrrz i■1.EwQli : !!��jj}}; ■■i `114 ;�!fit ■Ei fnn : ��II� � ►ii si�f iii� o ��S�ONAL F�i m N PRELIMINARY PLAT FOR SHEET INDEX LEGEND Q�O� , " o SKYBREAK SUBDIVISION PP 1.0 PRELIMINARY PLAT __ __ __ SUBDIVISION BOUNDARY E. LAKE HAZEL RD 16970 PP1.1 LOT DIMENSIONS NW 12-11-20 J PP1.2 LOT DIMENSIONS SW PUBLIC RIGHT-OF-WAY LOCATED IN THE S 112 OF THE NW 1 /4 OF SECTION 4 PP1.3 LOT DIMENSIONS NE — — — — ROAD CENTERLINE gTFOF PP1.4 LOT DIMENSIONS SE � — — ��NNE M.GAP U) 0 60 120 240 360 TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN PP2. CONCEPTUAL SITE PLAN WEST PROPOSED LOT LINE �' ADA COUNTY I DAH O PP2.1 CONCEPTUAL SITE PLAN EAST PROPOSED ZERO SETBACK LOT LINE u uj PP2.2 PRELIMINARY SEWER PROFILES Z =) J SCALE: 1 = 120 2020 PP2.3 PRELIMINARY SEWER PROFILES ------------------------- PROPOSED SIDEWALK EASEMENT < o Y PP2.4 PRELIMINARY SEWER PROFILES ••• ••• PROPOSED PHASE BOUNDARY 0PP2.5 LOT NUMBER PRELIMINARY SEWER PROFILES 1 m o w PP3.0 TYPICAL STREET SECTIONS J !1/ 5� 0 LL I- o J U am W O C]N � n � L � o � � Z 0 C M Z O Q U w cf) °C pC - V 0 co E 1� Q r0 tZ w vi O ro Ld S89052'36"E 1295.60' N89'56'26"E 1321.10' r _ 15 � 21 I 1 BLOCK 2 14 1 BLOCK 3 I �� BLOCK 5 I BLOCK 5 �2 , � I I 1 2 3 4 2 3 4 5 6 7 1 23 24 25 34 35 36 56 20 L_ _ _ pNp,SE= _ 5 6 7 1 3 1 2 i pNPSE S 37 38 39 40 47 w I \ 8 I \ 57 1 9 / \\ 41 $ Fi/ I I i 1 22 33 48 PSE 58 2 - —STREET D (PUBLIC)— - STREET O (PRIVATE). PN I ]=LE\COLUMB1A RD Lu O I 18 17 16 15 14 13 12 11 \ �S.T 9 3 42 49 59 ( Q F_ 10 RFFr 10 _ 21 32 / \ o I I BLOCK 1 9 8 B�P� / 4 E 6 115 50 \ 60 z 1 6 C \ 6 7 8 9 a 20 31 P 1 51 �'� N —7 z _ - - - - 5 \, mac, 19 w 116 1 `�� 61 ® VICINITY MAP � 0 - 4 �J 18 10 w 19 30 114 43 52 A I SCALE: 1"=1000' 1 \ 3 C 17 BLOCK 4 cc� E I 53 66 I g SE 1 \ 43 (� \ 1 6 c~i� Q 1 1 3 1 1 7 46 6i� 1 1 I pr IP STRFF� Al 1 5 14 13 12 11 18 29 > I 54 BLOCK 9 F_ Q i 15 13 12 11 10 g 8 q(p'84/C) 3 PNp,SE 3 5 17 28 112 118 44 BLOCK 5 55 \ I DEVELOPER CIVIL ENGINEER SURVEYOR w Q 14 7 — � _ _ pNPSE wuj 1 0 1 16 6 \ • 4 111 119 / SKYBREAK LLC CORINNE GRAHAM, PE CARL PORTER, PLS u � J I 5 Z 5 16 27 N I PO BOX 9613 CIVIL SITE WORKS LLC SAWTOOTH LAND SURVEYING LLC o c/1 u 1 17 - - _ 6 14 I I BOISE, ID 83707 804 W. RICHMOND ST 2030 S. WASHINGTON AVE. w z Q I 14 7 I 120 I BOISE, ID 83706 EMMETT, ID 83617 "u 3 8 9 10 11 12 13 1 110 a N V; 18 2 i 15 26 I I (208) 946-3874 (208) 398-8104 w I 1 1 9 I 1 5 7 \\SCR F 1 . \ BLOCK 5 1 21 I � li ~ 2 3 4 F / 6 T ' \ 1 I 0 1 I I BLOCK 8 F�pUB 191 _ 109 z 1 I 20 u 13 /0 190 _STREET A (PRIVATE)— - - - -1 O \ Q M I � 1 8 1 89 BLOCK 5 122 H E 6 45 I CV O U 1 21 a 8 / 1 88 1 > PNPS I n LOT SUMMARY LL_ N U 17 U 12 1 \ 187 BLOCKS pNPSE 108 123 a 1 M Lu 0 M w m ' 1 s6 185 I I M NUMBER AREA (AC) 22 g � 9 11 BLOCK 6 184 183 182 181 157 156 155 F_ 1 6 -- - \ 1 54 153 152 151 DESIGNED: C. GRAHAM tY W vi = 2 1 1 107 124 w BLOCK 5 13 SINGLE FAMILY RESIDENTIAL 328 46.67 O � I 23 15 10 w 10 ,\ _ N 67 I In DRAWN: C. GRAHAM _ EXISTING RESIDENCE 1 3.11 L 17 I I 5 - 106 125 1 CHECKED: C. GRAHAM 24 11 Ln 9 3 7 180 158 ��_ STREET M (PRIVATE) 1 I COMMON LANDSCAPE LOTS 40 15.91 0 I I 14 u 4 8 l O APPROVED: C. GRAHAM z Z 25 1 z I 8 m 9 179 1 59 105 1 z6 I 68 1 p COMMON DRIVES 12 0.88 O 4 D 10 11 1 2 E 2 I 66 N 0 1 I \ 13 1 a 3 PNPS 1 z8 1 29 1 30 1 31 1 32 1 33 1 1 62 63 64 65 I PRIVATE STREET 1 3.99 I 26 STRFE 7 u 1 178 160 I 1 4 I PREPARED FOR: 1 T (P 0 127 PUBLIC RIGHT-OF-WAY N/A 9.13 27 28 UBt/C� 5 w BLOCK 6 13 I BLOCK 5 I I SKYBREAK LLC or� 29 BLOCKS 2 19 la3 1 TOTAL 382 79.69 L 1 30 NPSE . 6 `n 1 g 1 7 1 6 1 1 77 161 I 1 50 1 34 1 _ _ _ - _ —STREET Q(PRIVATE)- - - 69 I PO BOX 9613 31 P y� 1 15 14 1 I P SEA I BOISE, ID 83707 z 1 \ 32 33 1 76 162 NP Q I 149 1 1 34 I 35 1 4 \ , 35 PSE 2 , _ I I 1 s6 8 I SITE DATA J I \ \ 36 PN - STREET I (PUBLIC) - 1 75 163 148 94 95 96 97 w w � J I \ 37 38 39 Q 136 ~¢ 83 > 70 I ADA COUNTY PARCEL #S1404233650/#S1404244250 40 > > 87 I BLOCK 5 F I 6g qRR \ 41 42 43 I 174 164 147 a 93 98 SITE AREA = ±79.69 ACRES BLOCK 9 gTFR\\ 44 45 46 47 4s 49 u � 137 Z 88 82 ; I CURRENT LAND USE ZONE: RUT 68 67 m w w w BLOCK 5 Ld 70 173 165 I 1 I E 9 66 \ 51 _ 146 138 89 81 I 102 101 100 99 N 71 I PROPOSED LAND USE ZONE: R-8 PS — — — I I 7 J I 71 pN 65 - - - - - - - _ ` \ w 172 166 I 1 / I L > 1 64 \ \ w Y 145 139 / 72 U I 72 / 63 BLOCK 9 50 o I 90 80 _ STREETS (PRIVATE) - -' R-8 ZONE SETBACKS O / \O m 1 73 \` 62 61 60 59 58 57 56 55 \ 171 167 1 144 140 78 73 I FRONT SETBACK 20 FEET 54 \ 91 79 1 O o I I \` \ \ 1 170 168 q I I STREET SIDE SETBACK 10 FEET LL \ Q 74 J 0 I \ 53 \\ pNPSE 143 141 I I SIDE SETBACK 5 FEET J a_ I I 75 77 - STREET U (PUBLIC)- \ 169 BLOCK 5 77 76 75 Q E 7 1 REAR SETBACK 12 FEET M w I I 78 9 52 \ \ 1 I 92 PNp,S 74 I CL J W STREET K (PRIVATE) 76-- _ BLOCKS BLOCKIO 1 pNP \ LANDSCAPE BUFFER (S. EAGLE ROAD) 35 FEET z N89048'26"W 1291.36' N89'48'26"W 1316.36' Q z AREA CALCULATIONS z C MINIMUM LOT SIZE 4,000 SF C w J z AVERAGE LOT SIZE 6,592 SF J LL.I RESIDENTIAL DENSITY (GROSS) 4.13 DU/AC m v QUALIFYING OPEN SPACE 14.99 AC (18.8%) J J y r ^ Of NOTES V I 0 1. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE I- SKYBREAK HOMEOWNERS ASSOCIATION. J BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 j_ 1, 17 1, 11, 14, 15 1, 7 1, 10 U o BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 CN 1, 2, 14, 22, 23, 33 1, 6, 13 1, 6 1, 7, 13 41, 46, 62, 72, 78, 85 CSW PROJECT NO. 19044 92, 93, 98, 103, 109, 115, 128, 133, 142, DRAWING DATE 1 2/1 1/2020 158, 169, 180, 191 CL BLOCK 9 BLOCK 10 C) 1, 14, 25, 5 51, 1 Ppi . 0 O 53, 68, 77, 7 78 m ENS F� 16970 �12-11-20 p cn)0 9T�OF 12.02' U) 35.00' 133.98' 9.43' 9•51' 226.51' 60.00' 76.07 76.07' 44.57' 44.57' 44.57' 44.57' 18.09' `�'°092,p3,86.29' M 117.92' 70.00' 50.00' 50.00' 5C NNE M.G� sr 1 5 I co 0 L 1796 SF 00 21 100Y BLOCK 2 42.00, COMMON I „00 a 14.51' \ 0 1 Y I i I r' S813 SF - I 18.04' 1COMMON r 2 N 42004 COMMON / p 6761 SF o0 Qf R=55.00' r- 3 0 // 0 p 20.72' 4764 SF 00 co 4 o / °• 723 00 c0 0) 0) � I I 100.26' 161.1g' 5968 SF 7166 SF a o° 2S2s `� \ 7S' 2 "� 3 M 4 M N w 00 rnL 5 ^o 13 / 7081 SF 5650 SF 5672 SF 561 W Li, E 2 p o o h M O 6.9\ w o � 35.00' 't `" - - -o 6181, 5742 SF ",V 4200 SF o / w u LANDSCAPE 4104 SF 12.46' - 6 �' o° 22•20' \ > J _ _ 01 6515 SF 7 4200 SF 12 oo / / s \ 0 79 40 BLOCK 3 o L � BUFFER 8.29' 50 7301 SF 8 0°' / / 4°0 0 3 ^ a) I� r ICI � M U I � 100.13' �2�j 15.25' 18.91' 41.51' 45.12' 45.16' R`775 0p, g 8088 SF ^ / 3)� / d` ��\ SS26• ��+� M � � w I 0 0 Z CO O 00 19 00 46.00' 45.20' \ 8,88, 420 / �Q/ / s \ 26.39' 23.71' 50.00' E O Z 4004 SF 45. \ °' / 0 000, � rn o 30.00' SHARED 25 4002. BLOCK 2 / i° / / °° \ STREET D (PUBLIC) U w rn I 100.07' DRIVE ESMT N M 45'2g' \ 4200 / / °� 2 7933 2 Ra20p.00� - - oC @J o N I 17 0 0D 0 0 � 453 \ g000, °O 11 / / 5670 SF o° BLOCK 4 448' co E ro w I o 0 O1 0 M 4' S °• 4934 SF o / h ro w 0 0 3004 SF 16 15 14 13 12 \ o COMMON O / ° 45.9 0 ro 1 8 4235 SF r-4388 SF 4575 SF `n FT 4 g q>° 2 o COMMON 11 m 0 29.90' Z 38.00' 4952 SF 4303 SF 4510 SF 4S3 Bhp O°• 4200 SF oo / `G - / 3 0 17.44' 54.00' 46.0 o0 0, 4498 SF o 2' v 1 5250 SF O w I 10 \ B�/ �° / J� 5010 SF o`9 HALF R/W I ��, g0.00' 4485 SF C� 40 1° O / 4 S rn _ BLOCK 1 9 w 2 \ 00 4200 SF ° COMMON AO ■� 3j6 4473 SF o 13.25' E>s• oo / SOOp.O 5221 SF 8 � I 33813 SF 3 � 4461 SF '��' 40 \ 42°0' / `r � 44.60' 40.00' 39.59' 39.66' 00, S 5 ^^ w COMMON or� 1 38.74' 0 7 O / L� / 000. `� o 0 1..� 15.44' 38.7g' 0 3 / SO O 6012 SF o 6 Lo � x � - - - - - - - - - - - - 4292 SF o ':� 42 O• 7 8 w \ 14.33' 38.85' N 400 d` \ 00• / 0 5731 SF o 5670 SF 4830 125.00' - - - - - - - - - - - 3g92 oh 6 0 / / h S - - - - - -131.38' 4202 SF po BLOCK 1 4 22.2° / 0 19 0 7.25' s w O _ \ 0 3898' o`)• 00, / / 5250 SF oo w 5 Q - - - - - 282.p3. N\ \ 36'g 4200 SF o0 4S 0.00' ate/ �� 1 8 S 1'93' 67 ,8 w 61.56' 54.00' 46.0 2 °`�• 4 .00, °- 5250 SF o 48.08, z I R`600.00' \ \ .381 7g 4200 SF o0 22.20' \ 6.97' S o`9 49.19' 46.00' 54.1 �4.33' 131.38' o03 \\ 63 OO 3 000. 1 7 v , Q O O I 125.00' 15.44 � - - - - - - - - - - - - - - - - - - - - vo- a\ \\\ 4000 4200 SF oo // \ 5060 SF h BLOCK 4 IJ..I cn r - - - - - - - - - - - - � - 263.8 \ Oh / 150 o w I 4' \ 43 / \ .00• 16 ~ U I 45.00' 40.00' 29.66' 49.62' ` ` o \ STREET \\ 4000, 4675 SF oh / 7s p0, \ 6413 SF o 1 5 o 0 o v , 0 w �15 49.61• �`�� 'q \ / 22.20 29 14 1 3 1; J O I gyp(/ \\ / -0 //' 5937 SF o 0 0 w z cn a 94.99' 12.83' 4g N e�/ \ 40 0 / o s O 3 2 5539 SF 4830 SF 567C O c� 58' \ \ C 0• h 0 ^' Z 2�• 30.00' SHARED \ \\ / / Op• 9 ' Lz I DRIVE ESMT \ 7g o`� / \ ' z a \ \ 4 63, \\\ 3s 00, / / / >°16 U 15 0 25.00' 0 5200 SF ^ n oo N 3g \\ \ \\ ��4 / oo / 0 4600, \ 27.43' o N PRESCRIPTIVE R/W I � cD 12 11 cD 10 0 >o' \ \ \ / `S60 cr, / \ 64•95' = g Z 105.00' of 1 3 4271 SF 4404 SF o cD 9 d \ \ R °' o, co / \ 28.87' 46.00' S4.f z 4971 SF 4788 SF o 4784 SF \\ \ i �W _ 14 4769 SF 9 58 4000 \\ 794 \ 25•�6 / / 5200 SF 15.59' 3462• R� STREET B (PUBLIC) ~ I o 3796 SF o 7 \\ 63. \ / O 00' - O I 4200 SF 0 COMMON 4.50' 12.31' 4745 SF 4000 \ / 4 BLOCK 5 - 6 BLOCK 9 \\ \ // 2 14.14' 4830 SF 44•0s, 0 13.00' R W 40.00 27.69' 40.01' \ �• O / � t�3��' 4790 SF o \ 44. 40.°1, 0 4p \ 23 COMMON N 4 05' 32.52' Q DEDICATION I 105.00' 4Q01, oh' 00' \ N COMMON 0.00, 5 0 50.00' 46.00' p 5 \ o �_ I I o 1 7 o a� - -0 3 g 4200 SF 00 300 \\ .� >s 5699 SF °,n. 20.04' w 0 4200 SF . R-4,5 ° 4 5618 SF vi O p• 0.00' S'c� °' 15.59'79 0 7 o DESIGNED: C. GRAHAM � � �j� \ 4Z6g, 4200 SF o0 14.14' CC 105.00' o� / / 6.49' 22.50' 40.00' 35.67' � 3 \ .0 5169 SF o 8 0 0 0 O �0 25.03' S0'88' 7.71' 40 4200 SF ° / c1l) �' 42.> , Lo 9 ,� 10 �; 11 DRAWN: C. GRAHAM io 9.69' O O / 6 5169 SF o Llj I 00 18 N 21.30' 40.0g• °' Otq / u�Q\ '�6 5920 SF 5250 SF 4830 SF � "' ST 2 s �' 6' 9.27' CHECKED: C. GRAHAM w I I 4668 SF 12.91' \ RFFT 40 00, 4150 SF oo / o It'; Op. 26 \ s91g �, \ h /!y > APPROVED: C. GRAHAM _0 18.68' 14.37' (P�g 0j� / O� / / S 00, \ 5 105.00' cli o o 7 /C) 4 . 1 / � / ,A, 4 4.40 z 2 0 3 0 4.57' \ 0' / O I 1 °' 4 1284 SF / 62 COMMON N \ 54.40' 0 BLOCK 9 0 4155 SF 4000 SF 0 5 co COMMON p 00 lg 00 858 SF 4163 SF 4661 SF 6 Q0 �0°3 40 COMMON 000. \ 220. � 4200 SF a � COMMON 0 / ,,.0 / �� 00 00 / 4 19.00' 18•66' 62 40.17' 20.04' 50.00' 46.00' PREPARED FOR: o 4141 SF v �' °30 , °` Q- \ / / ?> 9.27' \EET SKYBREAK LLC � I BLOCK 8 �' 4?00• / \ / / 0 3s, q PRIVgT 3i w I 105.00' 13.00' Riw \ 2s 22 20' 1 gl PO BOX 961 3 O 0 0 10.00' 42.00' 40.00' w 70 O 78> OS 24455 SF 0j 22.33' 44 96, - - p 3 24 0 3 7. - .0 BOISE, ID 83707 z I o0 20 00 16 38.58' "0 1 3 2" \ / COMMON 1 90 0 4g 23427, M o Q 4200 SF 't 40 01' 0 5330 SF / 5200 SF 71, a 4R W, 1 8 0 112.38• 0' 10?42, M \ �r0. o 1 89 BLOCK 5 4716 3( J 105.00' / 4200 SF 9 55' M `4 \ ° �6 86' S J I a) v 5476 SF �• 0.02 45.55' 46.00' S0.00' 0 0 ^0' rn \ 0 46.01' N I O 21 0 ^ co BLOCK 7 L s o. Y I 4200 SF J 105.00' r 8 rl 05 12 000, 188 co o I m 0 0 6925 SF `�' 4946 SF ry 1 \ 15.00' 5492 SF N 4.45' o O 8668 SF O 2 187 o a 0 1 7 0 9.42' COMMON p \ p .6S' 5851 SF N 105.00' 4200 SF 104.83' v r7 0 w U co 11 4 \ 2j4 186 ~ ~ 105.04' `t 20� \ O 6634 SF o 185 0 0 o 2 2 0 w 105.00' J 4200 SF � 0 4.98 0 0 109. 8 54. 5947 SF 0 184 0 0 0 0 0 9 0 0 11 0 93' 9 >, 3 183 182 181 O j 0 N Go 9 2' 5311 SF _ to O O O 4199 SF 6 N N N U 0 16 0 a 4200 SF 0 3887 SF 2.93 \ 5854 SF 5566 SF 6050 SF w I 105.00' 4200 SF 105.00' o M COMMON 15.00' S38j, _ O �I 0 6 2 =� Ln 105.00' to S 5.34' O 0 105.00' 0 0 7079 SF �7>> 12.59 7 L,1 0 0 0 I 0 10 0 10.54' 104.80' \ REED 25.30' 7 MATCHLINE SEE SHEET PP1 . 2 O 0 0 0 ST 6020 w 15 O � 10 �j 4200 SF � w F�PVBLIC 48> = (�/) 0 4200 SF of 5 0 4869' R,gS00p- ) 17.27' o Q z or� i iuo.uu 4200 SF 105.00' 105.00' a_ 0 m v 0 0 46.00' 46.00' 50.00' = I I I I ? of 5249 SF s� o\ - _ -j O Z 7 7 w w Z z W cn J y r V^I 0f O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 0 w SCALE: 1" = 50' 0 ppi 01 m o�� GE SF� 0 a_ 1 4200 SF m 6925 SF 4 iri '` 1 0 L15.00' 5492 SF � \-4.45' 16970 I 1 ZD 0 00 'O 4946 SF N 8668 SF 2 1 g 7 12-11-20 Go 17 0 9.42' COMMON p S851 SF I 105.00' 4200 SF 104.83' v M o p 9TF P 1 0 � u `9 5� o � N G P 2�4 186 v� ,p� OF 0 1 105.04' 1 `t 20' 6634 SF o 185 "� O1 N E M. � Ln M ATC H L I N E SEE SHEET P P 1 ■ 1 0 105.00' 9 4.98' o 0 0 (0 184 ,n 0 0 0 0 0 11 0 10g•93, 8g 9 54.32, 5947 SF o 5311 SF o 0 o q 0 0 �' 183 182 181 15 0 16 0 4200 SF L 4199 SF 6 N N N J105.00' 4200 SF 105.00' 0 M 3887 SFCOMMON 15.00' 2 93 \ 53.87, 5854 SF 5566 SF 6050 SF 6534 0 �0 2 (n I o 0 105.00' M 104.80' \ 65.34, Y o 23 0 105.00' o 0 7079 SF s�l> 12.59' O 1 4200 SF 1 0 0 0 10 0 1 0 10 00 10.54' \ STREET F�P 60.20' 25.30' 4 0 15 0 o �j 4200 SF UBLIC 8.� J 00 0 4200 SF � of ^ 5 0 48.69, R�sS0.0- ) 17.27' 1 105.00' 4200 SF 105.00' 105.00' W o m 0 0 46.00' 46.00' 50.00' p w of 5249 SF � _� 3 - w v Q 105.00' d M Sg.83, 0 w 1 I 0 w 47.00' 0 �� r'0 2501 SF 0 p[ 1 N 24 N 105.00' o o = 0 R W 105.00' cO 5.50' �S p 180 22. w 0 0 g o o / 7 50.80' O COMMON N H o L O 1 0>_ 5250 SF BLOCK 8 1 1 0 0 0 o N O cn o a) n ,i o N 4200 SF w 4200 SF � 5250 SF 6520 SF 54'27" 38.25' \O. L3 N m N � li 1 4.30' co 30 94.93' z w M O I N 105.13' I 12.81' 14 ih 1 105.00' 0 0 g 26 5794 SF O I o 2686 SF 6, 25.03' 0 105.00' N I 105.00' Oo 4 Oo 5105 SF 11.77' I �� N N N 25 COMMON 106• ^ 0 47.00' 0 g 0 J ' 5250 SF 00 9 0 0 to v O (n 1 % 66' 0 � 0 0 m 1 26.46' 6173 SF � 0 5837 SF in 179 U w cn � 1 74.40' 36.98' SO "� 12 � R/W 4200 SF 0 0 � 105.00' o @J N co E w I I �• 176 S1, 5416 SF I 105.00' 00 4 00 I 10 "' 1 1 � 1 2 q 1 111.20' ro w s.58' \0 3 13 5 21' 5250 SF V o 0 56.62' 5469 SF 5852 SF o 5264 SF 0 I 1 p L z N I AS \ 1969 SF 102.17' a p w o 0 00 w ( "� 1 0 ��' `* COMMON Ni �o BLOCK 7 105.00' w c0 3 co 47•35' I u Sri 0 26 <v _o � 4830 SF 51 1 0 0 0 0' o, 1 `� / 11 ri 7 v~i 47 55•Sg' 0 0 1 78 0 0 - 5644 SF 31 3g \ 0 105.00' BLOCK 6 BLOCK 6 1 'n 0 5560 SFci _�1 rn 3.95' 6205 SF � 0 Sg Sg 51.47 I � w 1 1 27 8.63' 40.0 $jR 14.27' 0 0 N 0 EET/(P(� 1j 5 I 47.35' 1 3 I 111.20' 1 1 ^ 4855 SF N 28 40.0p, B�/C) ern. S 13 5670 SF 0 0 54.00' S0.00' 50.00' 54.00' 1 ■ 7975 SF x 1 4494 SF ;� 40 0 � 2 1 9 COMMON w S3 0' 12S 86, 105.00' LO 5670 SF In 6873 SF 0 0 sir• 0 29 0 40 0 \ 0 1 8 I 0 1 77 0 0 Lu PRESCR PTVE R/W i \ 4202 SF o 30 0 0 4p.00 \ 6 COMMON N 105.00' `r 6271 SF o 1 7 0 I � 6005 SF LO 40 4200 SF ,� \ 72.91' 10.50' 2728 SF 6506 SF � 16 0 0 0 1 0 1 M\ S8, BLOCK 9 31 M 4p'00' \ 0 09 1 1 COMMON o 5086 SF 15 ,� 14 ,ri 36.00' 111.20' 1 1 ,n 4200 SF ,� 4 3 �0 5250 SF 5670 SF o 1 R/W W z rn \Ld 2.80' 3j21' 0 32 ;n 40'00' v 18.24' 92.95' r7 18.26' 1 I I 40.00, ^ 4352 SF N 41.04• _R=5_00.00' - 38.68, 1 0 0 0 w � 1 33 _ 13.00' R/W 1 40'00' 1.98' ^ 4628 SF 0; 2296 24.6 R- 51.p 17.83' I LO 5560176 SF � DEDICATION 38. 34 i� 0' 8' ,Lp o 1 1 \ 0S ^4905 SF ( SR7j, 50.16' \ 54.27' 28.17' 50.00' 54.00' `L� 111.20' 1 \ \ 40 `� 3 5 a� 25.73' 57.99' \ V Lu of 0 I 1 \ s9" ^ 5181 SF �;' 26.ss' -=500.00' 0 STREET I (PUBLIC) 22.00' W z _ BLOCK 9 28 �0 3 m o o c�4 w 1 6g 33 \ \ 40 s9 M 5458 SF °' 2' is 72,36 6 - - - - a o 0 v I a g p 1 \ \ M 37 45.67' 5.46' LO 60055SF W v 0 Q I I 63 8 \ 40 8141 SF M 38 42.74' 2 w w I cg� N 2' \ \ Sy. 5883 SF N 39 ^ 49.41' 50.00' 46.00' 50.00' ??0, z w Z 1 0; \ 5793 SF 40 "' r- 111.20' U 1 rn 26 0j \ FAR 40s 5493 SF o 41 N 42 rn I v~i z N 1 Q 69 ^ 611 R� 9' 5975 SF 5786 SF o°' 43 1 0 = w 1 8694 SF n 5" '�Tic 5647 SF 0' 1 0 0 0 = J ~ vi 1 u Rq�\ 40 2 1 0 174 0 44 a? 1 5115 SF U O 1 BLOCK 9 6 \ 9 203 18.17 5213 SF 45 M o 0 0 0 0 0 25.00' SHARED 15.00' � 5251 SF o 111.20' 119.09' DRIVE ESMT 2 6, � 46 ri 47 LO 48 LO 49 � z I O4. 57.23' 47.00' 50.00' 6052 SF 5250 SF 4830 SF 5250 SF O I 1 � \ 31.87' 55.03' 14.12' � O 1 0 0 68 ^ 67 45.63' I 0 z L Oo 70 00 3172 SF 6302 SF 4070. 32'91" I o 0 0 w 0 1 4763 SF COMMON - - - _ z 50,93' I 36.00' u 55603SF u L � g I 119.09' 0 66 4070 �o-�- _ R/W DESIGNED: C. GRAHAM 0' I 5424 SF 51 N 52.35' 62.27' 50.00' 46.00' 50.00' 87488 SF 1 � I 111.20' 0 I o 71 0 0 4070, COMMON \ °0 DRAWN: C. GRAHAM LiI 0 0 65 �� cn 35.00' 4763 SF 4, 1 9 0 CHECKED: C. GRAHAM 15 40.0 4381 SF 0j 38 BO , BLOCK 9 I 0 LANDBLISCAPE 119.09' ti$' o' 43' LO 1 400 64 40.50' 40.01' 40.01' 40.01' 40.01' \ u 0 I I 55602SF 0 APPROVED: C. GRAHAM z 1 4492 SF o 49.43' 1 U 1 0 72 oD / 4 `� 63 77.40' \ I 111.20' 4331 SF \ 000• 4602 SF a° BLOCK 9 = 50 I PREPARED FOR: 1oo.3s' ^� �260 35142 SF I 0 0 g SKYBREAK LLC 17 _ 1 PO BOX 961 3 10 62 or rn M u 'n 8' COMMON o 171 0 0 w 1 1 0 c 0 6389 SF '�� o of 0_ ^ 5 5 0 0 5115 SF 1 Oo 73 � `�0 61 60 59 58 57 56 5603 SF oM of \ �/I BOISE, ID 83707 I h 5 4 ro 1 111.20' z I 4124 SF 0p0 6606 SF 4812 SF 4781 SF 4749 SF 4717 SF 5386 SF N 10784 SF Q 38.00' I 105.00' 6.53' R=55.00' 13.2s / BLOCK 5 HALF R/W J I 1 2Q 20.61' Op 16.44' 1 0 �8• 3 g� 9 2 2 \ / 0 170 0 J I 0 74 Oo aq 10 0S2). �\ 4 6.51' �8 40. 8' R '� 6005 SF � 4200 SF $' \ 1 1 105.00' \ 63.74 40.00' 40.00' 40.00' 40.00' �p2 1�0 p2 2R`�S in I 111.20' 61. \ \ 9. LO w 0 R 25 STREET U (PUBLIC) c 15.24' 2903 SF 53 5 I 0000 s.ss' �COMMON 1 0 75 0 77 68) 000� _ - -_�\ - - 1516 \ I R=50.00' 23.02' 169 1 4200 SF 3084 SF 8 d '�Q 8224 SI 7 > 105.00' COMMON 78 �9 \ COMMOP L U I I 1 u 26636 SF S 52 v COMMON 167.85' 16800 SF 190.40' O 0 - °' 76 ° BLOCK 9 N 17.15' R=55.00' �`� \ `� OLn m "' N BLOCK 10 1 �' - 28.54' I 0 • (� 5240 SF 25.00' SHARED � 10351 SF \ o L.L I DRIVE ESMT COMMON `Ssr• 0 35.00' _ 105.00' _ 25.00' _ _ _ 258_10' _ _ _ 246.71' 287.03' 99.56' 51.52' 00 6.53 Q z m O L � n Z z °C w Ld z w z � O m CL J J cn J y r V^I Of O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 CD w SCALE: 1" = 50' 0 PPI . 2 m 0�� GE SF� 1 O ar� \ a_ 16970 � 14.80' 12-11-20 OF U 50.00' 50.00' 50.00' 50.00' 46.00' 54.00' 46.00' 54.00' 50.00' 50.00' 129.98' 333.91' 0 248.25' U) I 1.88' 0 ui o BLOCK 5 N N 136.30' �° 36.00' 5.04' •� BLOCK 3 �' _ I J I I ^ co N M I O I 0 10 I I 1 23 24 25 34 35 36 m 0 0 56 70 ?� O 5 6 7 1606 SF 5399 SF 5411 SF 4989 SF 5870 SF 5012 SF 37 00 38 N 39 0 6, �� ° 7091 SF °o. Ld 5678 SF 5690 SF 3424 SF N N 'n O O fn COMMON COMMON 6573 SF 6101 SF N 40 o 6135 SF �, cj O �°� O BLOCK 5 16089 SF p� �pI 5 moo. 2, �Zo BLOCK 5 �' w o 57 Q > w J �y� 47 \ /' 4538 SF o c > 12.86' 4107 SF U I I 15.00' 50.00' 50.00' 46.00' 54.00' 46.00' �� x �Os9• ASS/' 10�`LO ° I r 1 N p N 000 w 50.00' 50.00' 23.65' 41 .� / .0 po�� /6 I r+ z C M O 22.38 00 0 3452 SF iv 4385 SF �'�, 50.00' 25.35' 24.85' 2670 SF �B °' 1 S6, 5 8 O tD O 0 oM 22 COMMON M 33 COMMON �� S� COMMON �'' 40718 SF 2.63' �9 4131 SF 70o = N _c - ti 23.23' - 0 3 20 6 9 U U g 13.48' w 109.63' 132.18' o� STREET O (PRIVATE) Ln N �o Ig 2 6°. 1pp pC o w 22.22' //�� \ 2p 42 °o. 105 �p 59 m E w 99.00' 'Q� •O 15439 SF 49 7.59' O 4003 SF I ra w 46.00' 55.64' 1 0 N o <o / ,�6 \1� `�" 4503 SF �j QO 4 fo Z I poi' 0� 21 3 2 cV ��. OD >, O. O� °o. u w c c 6032 SF 6746 SF "' //S O' ,� 0�� \ r'�, �Op' °' 109.73' 117.28' 1 1 5 i5 �9. "' 60 4698 SF 4000 SF 5.14' c ' o o w I rn tCOMMON 179.64' 9g sA, �o 8 ui 9 uj I o �29 1�� °°• 1p0 0 4830 SF 5842 SF 'I 36.00 p 0 0 31 o 51 I i� S' ri 20 w , _ R/W 0 5489 SF to 5395 SF 107.84' M Q� 4300 SF N ° ,n 110.00' 0 0 iQ 5r O�O ° 61 ' I U 109.82' 117.28' 0 5486 SF 1 16 9s' �.� rn 5147 SF Q w 0 114 to rn 43 52 9- p o ~ 46.00' 55.64' C° 0 0 0 4000 SF o- 0 10 Z) o 0 0 0 to 5500 SF toM 0 18682 SF ° robs 54.00' 50.00' O cn 6152 SF a 0 19 30 ro p z COMMON 5054 SF 6333 SF 110.00' 110.00' LO ss o �0 \ �' w >2, o. F`� � ~ w I w 109.91' 29.00' 9.84' 53 I 3: O W I R/W 0 117 0 255.71' 4000 SF x° � U) U I 117.28' 0 0 - 46 ° G 1 0 0 113 0 to 5940 SF Ln -7° po ° o 193336 SF °COMMON ° J ~o M 12 „� 11 0 0 0 `� 5500 SF `� 29.00' BLOCK 5 54 5670 SF o 5250 SF o 1 8 0 0 2 g o 110.00' R/W 4000 SF o ��, O c� O ' S498 SF o 0 110.00' W � � 2.87' 5864 SF � w w I 110.06' 0 BLOCK 5 0 0 °o oo°° 19.46' �0 0 0 0 118 0 0 44 o. 3.34' 17.89' w 1 12 5 5 w rc 117.28' 0 0 0 0 o d' �v (6 5060 SF iO 5500 SF 30367 SF sj, o N 54.00' 46.67' 0 0 0 Q 4127 SF w Z / 17 0 0 28 0 > 110.00' Z o co 110.00' cn 0 26.86' 0 ��ii�� 0 5983 SF 5395 SF a I o �6 I$ \ z 0. � 110.00' 117.28' w 0 0 0 1 19 0 351.63' w 111 O 4gA6 M � 0 5500 SF 0 `O 5500 SF 0 � z 46.00' 50.00' ,� 0 0 0 o N Q O V 9.50' 0 16 0 2 7 0 110.00' 0 0 110.00' , to 5500 SF to 'O 6333 SF u' a R=55.00 Oz Li- 14 a I L j opLU COMMON 110.00' 117.28' I o 0 0 120 o w LU 13 0 110 0 It 't 24 1 1 0 1 2 0 6014 SF � BLOCK 5 � 5060 SF O U DESIGNED: C. GRAHAM 5940 SF 3 76 w O •830 SF 0 5250 SF o N 0 0 110.00' /IQ, p DRAWN: C. GRAHAM L 6239 SF N 26 110.00' U I 6450 SF I = CHECKED: C. GRAHAM Ld 25.00' SHARED `O 0 0 U z APPROVED: C. GRAHAM ccf z - BLOCK 5 DRIVE ESMT �10� 82.06' 117.28' I 0 55001SF 0 I Q w O 46.00' 50.00' 55.00' 25.00' 17.06' 29.85' 3.50' O 17 71' 172.00' 110.00' co PREPARED FOR: 0 300.74' 0 SKYBREAK LLC BLOCK 5 o STREET A (PRIVATE) 13860 SF N PO BOX 9613 a_ w - -0 3 _� _ _ _ _ _0 3 _ COMMON 110.00' M� N 173775 SF NW 0 ��> BOISE, ID 83707 z COMMON 0 122 0 45 Q 300.74' 0 5500 SF 0 M 135524 SF 17.71' 172.00' 2 COMMON 54.00' 50.00' 54.00' 17.06' 9�s- 110.00' 110.00' 3g 2�, cn 50.00' 54.00' 50.00' BLOCK 5 0 0 0 o I C O 12.49' 108 0 123 0 Og 29.00' `n 5940 SF L 5060 SF `L Ld cn b 0 0 0 0 R/W 110.00' 110.00' J 157 156 155 0 0 0 0 N M 7 6534 SF 6050 SF 6534 SF 154 0 153 0 152 0 151 0 0) M O U 5373 SF 5500 SF 5940 SF 5500 SF -0 0 0 124 0 /� W (/ I 7 5 99 ILLLd 110.00' 7 67 O 54.00' 50.00' 5 ��h BLOCK 5 25451 SF M ATC H L I N E SEE SHEET P P l ■ 4 >_ un 4.00 ��6p' 50.00' 54.00' 50.00' 0 0 7 3932 SF 11.48' 0 5.51' 0 55006SF 0 d 125 �� Q Q�M Z _ 22.31' 1 58 COMMON a`L - - -0 - O LO 5940 SF g I W O 0 1 �oo� ir STREET M (PRIVATE) °' 110.00' I Z z 110.00' 24.00' 80.00' 80.00' 80.00' 35.44' /1 w (n F 124.71' �// 24.50' 50.00' 46.00' 45.00' V Z =w cy 29.00' S w 0 w `i �^ 23.09' 24.79' 0 0 R/W I z 0 - 0 of 69R69 0SF �ry I 105 Z_ W �n w ce ~ F- oc m O � J J J r ^ Y V I (Y O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 C� w SCALE: 1" = 50' 0 PPI m3 m ENS F� 16970 3S 2� rn 12-11-20 50.00' 54.00' 50.00' v BLOCK 5 0 0 0 0 Ile. ,ApF12.49' 108 123 I //U) 29.00' iO 5940 SF 5060 SF NE M•G R/W o 0 0 0 0 110.00' 110.00' N J 157 156 0 155 04 o MATCHUNE SEE SHEET PPl . 3 M J tF 6534 SF 6050 SF 6534 SF 154 0 153 0 152 0 151 0 N 5373 SF 5500 SF 5940 SF 5500 SF o �p7 0 0 124 0 rSF o� 5�F o O 3: 110.00' 110.00' I J W 67 iY E w 5.99' 25451 SF o w e BLOCK 5 J 0.00' 54.00' 50.00' 54.00' 34 6p' 50.00' 54.00' 50.00' __ c 11.48' 0 106 o o Ae. pUo 3932 SF p 0 5.51' 0 5500 SF ,� , 125 �� p N 0000 N 22.31' 1 58 COMMON rLp`L O - - -N - I n 5940 SF I a La Z Cp � M `` boo STREET M (PRIVATE) 110.0o' ti� I 0 p 0 rn O 110.00' I 24.00' 80.00' 80.00' 80.00' 35.44' Uw v�i ^ 00 124.71 �// 24.50' 50.00' 46.00' 45.00' U V) =w N 29.00' 00 cn o N 23.09' 24.79' R/W OC O ui 0 j 159 M�v o 105 0 0 o Q co E w 'o ui 0 6286 SF 15.50' ; 0 5500 SF toi 0 1 26 o I ao 68 ro C_ N ^ M 29.00' to 5500 SF � of R/W 66 Ki 22541 SF o ro z 111.20' 0 0 0 0 0 110.00' N 11306 SF �. o 0 128 129 00 130 00 131 00 132 133 110.00' 0 ro rn N N `r'�p i u 1319 SF 5010 SF 5500 SF 5060 SF 5499 SF 1464 SF "62 63 °N° 64 00 65 00 0 0 160 o I COMMON COMMON 0 0 3017 SF 10314 SF 10314 SF 10314 SF `� � ,� 5115 SF (o 0 104 0 o o COMMON 1 127 w o BLOCK 5 0 '� 5940 SF iO o 5500 SF o Nlb`L BLOCK 5 111.20 ^ X I 110.00' 110.00' w 46.00' 50.00' 46.00' 50.00' 29.85' 4245 SF 29.85' O 0 0 161 0 14.00' 14.o0' 182.00' S 0 5560 SF o 103 COMMON 80.00' 80.00' 80.00' 80.00' 30.00' I Q ~ � o 0 0 00 - 0 STREET PRIVATE 4s ° � 0 150 0 0 134 0 03_ - _ _ 5.00' _ 03 Q ( ) �A. 111.20' 'n 5500 SF 5500 SF n 69 N 10.50' N R� 23157 SF `J \`SO z 110.00' 110.00' 182.00' W 4245 SF q�5' 84.00' 84.00' 84.00' 78.00' �O. � z W 0 0 29.85' 85 COMMON 29.85' N �9 O o 60052SF N o 0 110.00' 110.00' 29.85' 6.03' �� M I cn 0 to 149 0 0 't 1355060 SF v 7.50' U-) 5940 SF o oo o 0111.20' 86 84 o J O 110.00' 0 C; CO CO z 1 W 110.00' iO 5500 SF Lo 5060 SF I w o 0 00 00 -0) 189.83' 0 U w W o o 110.00' 110.00' Q 0 94 0 95 0 96 0 97 0) 29.00' o a N N N N w 0 g r ^ o 163 o o > 10080 SF 10080 SF 10080 SF 10079 SF R/W N v V I 5115 SF 0 148 0 0 o BLOCK 5 LU N I 5500 SF u� 0 136 0 0 0 0 I O ° z W 111.20' 0 5500 SF o 0 0 0 83 00 0 0 0 70 i� Q z 110.00' 4 87 4 Lo 5500 SF w BLOCK 5 0 °' 16856 SF I L z 110.00' iO 5940 SF Lo LU 00 c°'o I n O J J o 0 110.00' N V 0 164 0 29.00' . O' 110.00' 84.00' 84.00' 84.00' 84.00' 98 U O = o 't' 5560 SF Lo 0 147 0 R W 93 _ co 0 0 6733 SF 6541 SF LU z 00 U 111.20' 29 00' 0 S500 SF 4 59407SF 0 0 0 82 o COMMON COMMON ; 181 07' O R/W 110.00' o o � in z 0 5500 SF o 5940 SF `� 29.00' N m L` Q o 0 110.00' R/W I ( � O o 00 165 0 110.00' 110.00' 1 w o d o � 5560 SF 0 0 0 '0) o 0 o a, w 0 w o 146 0 o 0 0 �r � 71 DESIGNED: C. GRAHAM v> o 0 0 aj 102 0 101 0 100 99 Lo 5940 SF o o � 10079 SF 10080 SF 10080 SF 10079 SF DRAWN: C. GRAHAM O 111.20' Q 0 138 cfl w 0 15786 SF 5060 SF Q o 89 o 00 81 M Ld a 110.00' 5060 SF to 5510 SF ro� CHECKED: C. GRAHAM 110.00' z J15.65' 0' 0 0 166 0 w 110.00' 111.89, / 18 76 169.18' I APPROVED: C. GRAHAM o 'n 6005 SF w o o Z 15.57' �9j 1� z o � o 0 0 0 I LU 0 u� 3543 SF LA N 145 0 0 139 0 � 0 0 12.84' -p 78.00' 84.00' 84.00' 78.00' N� 72 COMMON N j 5500 SF 0 0 LA 0 90 0 80 0 o PREPARED FOR: U 111.20' 5500 SF o o S O 110.00' 5500 SF Lo 5602 SF 0 l4p �' 6.03' 0 3 STREETS (PRIVATE) ��0 186.60' SKYBREAK LLC o 110.00' � Rs - - N - - - _ ,� PO BOX 961 3 w o 0 0 BLOCK 5 110.00' 110.00' N I BOISE ID 83707 0 167 0 0 0 3064' 90.50' 120.00' 113.50' 3p.2a , 5560 SF 144 i Q 5060 SF 140 0 BLOCK 5 78 - - - - - - - - - - - - - - - - - - - - - - - � 9 111.20' 0 0 0 6.51' 73 5940 SF o 0 0 2638 SF cA 37 110.00' 91 79 N 18337 SF � 1- 4 COMMON (o Lj U') 5940 SF Lo 5940 SF Lo �. BLOCK S J I 110.00' 35.00' SHARED N 0 168 0 110.00' 110.00' 35.00' DRIVE ESMT oLo I'6005 SF ' 0 143 N o io 0 6820 SF 0 0 141 M I a) 201.04' W N 0 0 � 111.20' Lo 5494 SF ) I M N U')~ � 10.78' cn 00 110.00' 108.37' 77 76 4 75 4 J 20999 SF 20920 SF 20911 SF O 8224 SF 5•gg 5132 SF 142 p�°'� U COMMON 29.85' 29.85' COMMON O 92 o N w w o O 190.40' STREET K (PRIVATE) 0 3 165.50' - /��. COMMON 32396 SF I O (n LU w N LL > or� Q 0 z 0 422.90' � MM O w 0_755.40_ 120.0 120.00' 120.00' 264.31' W - - - - - - _ rLn ZD/� v I w z w z _ D i Q W w Ce ce m J J J r ^ Y V I O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 C� 0_ SCALE: 1" = 50' 0 PPI A /-- 2748___ ENS m_ w r-- 2750 ----- �p STUB 8' SEWER MAIN 16970 FOR FUTURE TIE-IN / / / \ \ J STUB 8" WATER MAIN \\ \\ c / , \ T� \ I �12-11-200 I- FOR FUTURE TIE-IN \ G STUB 8" WATER MAIN V 0 / Q 9T P U FOR FUTURE TIE-IN 2�6- Q �/ F OF\� 0_ 8 ro EG>> EG EG EG EG-�EG EG EG �G EG EG EG- EG EG �G" No'�p � ^ho EG EG EG EG EG EG EG E6 EG EG EG EG EGcr (n a Uurir \ - - OFI1� - �rIF - \ 14a I OLL - nup - - - \ 15 I I J I I 21 \ . I .�` \ BLOCK 3 0 40 80 160 240 V) °o /�I I R=48.00' \ I 1 I BLOCK 2 14 ' SSMH B,1 1 E 5 // I y I I \ 2 3 I O w I III II I i / / 2 3 ` 4 5 i Y 3 I yy ho ! 5 / 13 /: / // CD SCALE: 1" = 80' J 20 SSMH A-4 oo +ao SSMH A-5 N 35.00' LANDSCAPE _ -� N 6x�9 W E Lli BUFFER I <SE- 7 1 2 / 0 / o. iir I SSMH A-3 LINE q' SSMH A-6 / g w O JJII II F o > 110.00'IREGIONAL I 19 25.00' SHARED \\\ NPSE3 ��' � ^ham/ �/ N a(P�B(/�J �. .. I ME O E: � U PATHWAY I DRIVE \ P ti /' 3 / i - - 8 I 'w` gSSMH A-7 / `30 , EWE r 1 rn ^ N 00 O I I II I N 16 I 1 S 14 1 3 1 2\ `�$m �, / e90 // 2 / SSMH C-1� rt SEWER LINE 'C'�= !.1 Yi ZQ &lI Z T I 18 - \\1 / / e �h6 9 i / o0 3 � 0 � � O CONNECT 0 EXISTING F„ II I 10 B ti / �� 2 12" WATER MAIN I I m BLOCK 1 \` - - l 8 (PUE ` 1 0 s // %/ i () W � ,- 1 cc 0 v o / i 0' Io ` II 7 / �� 5 6 � 7 8 w ----- -- / m fo o_ ----------------- _ / ��a /. / - _ \ O ro z I S'W �_\ / 5 aaM \ / 19 216e ' 00 W SSMH A-1 (EX) � I -o m „" - $ - / / L�0 Pf - 8"S 8"S 8"S 0 m■<SEWER LINE 'A' S - - - b - 4 SSMH A-8 1 8 / � I L I SSMH A-2 m \� a " / c� , iv 3 /: / ` 17 BLOCK 4 V) n. ----------- CONNECT TO EXISTING II STRF / g fR(/�x 15 X SEWER MANHOLE I I I a N o \ FT q ` / V / N`e' 14 13 2 w I II I BLOCK 9 v (PUB �.� / <v / cc 25.00' SHARED y (/C� / /' k CD 25.00' I 1 5 DRIVE \ \\ / S?oo // I w H PRESCRIPTNE R/W II I 2756 ---- z+ 1 3 1 2 1 1 1 p 9 \ \\ 9 / PSE 3 Q II I �i1' 8 \ �. i 9 // �3 PN SSM 9 ` B 8 L 0 N I j 16 PNPSE 7 \/ i 4 _ 2�+� z ZI jon 13I I I I o 6 ,`\ /\ ^ m�SSMH A-10 U F_ j wv III II . I o m 5 m o N O u II - ,Z N m 5 GATED ACCESS z J I 17 SSMH F-1 n+op -SSMH G-2 / . U J w u II I .V I 8•w 4 1 / 6 art, I i + _/ 3 / / / o� 8 � g I_ I II N/ SM`G 3 19 1 0 I 1 8 o e 2 I Pp3•o /• Sor� 2� "'y �� \ ��o BLOCK 5 w O — i I 6 _ / / / \ O Z 10.00' REGIONAL O.\ 1 2 3 4 9- PATHWAYII z \ 6 ",/ Nf C' I /' f �� U g II \ m --- BLOCK 8 0 ��, / / a- Q O F_ I I -� -- 2760 STR 91 I - °' Ln I n FFTF! 1 90 \ - -STREET A(PRIVATE) - z II _ 276 �0-- v SSMH H-1 13 (PU / I i;j N 17.00' I :i 2' 18 I B(/C) / I a oo m w Q = I II I � I 1 89 a Nero IJTJ z I w I II •: I 21 s 8 n l \\\ 12 i SSMH G-4 0 ,� 188 \\ � 2 O 13.00' R I I I PP3.0 ^ 17 i -- 2762 - w❑ 2I \\--_ 1 I 187 z /W N _ 1 - . O DEDICATION SSMH J 1: ,• 6 1 86 W w III :11 I rn 2764 _ 22 � z' BLOCK 7 -1-84_-_ L"I""I O U 0 z I E 16/ \ _EG EG =gam EG—1 1 EG- Eu EG E -EC4 ry� m E EG EG EG EG EG4 E 1�' - E681 E�S� G Lu - I Cu EG o-� G 29 EG I - Sz EG w p `II F^ — 23EG '! -EGEG Lu EG EG EG- G EG m » Z i I UGTV UGTVp 10 33.00'I I ; SSMH G-5�� a -_ 2770 HA38.00 LF R I PEDESTRIAN 15 B-B E n 5 I <s�yfR UNE 8' DESIGNED: C. GRAHAM O I CONNECTION �I ISSMH G-6 zo+ SSMH G-7 J 27.00 ® w o �;M4�o = DRAWN: C. GRAHAM l i I 24 ^' z 9 7 a \ <SEWER II I I 11 m 3 (l a \ SSMH K-1 U CHECKED: C. GRAHAM SSMH F-2 1 4 PNPSE A PP3.0 . v 8 . . 33.00' 4 8 9 \\ PNPSE 2 SSMH G-8 1 79 c 8 B_e \ I a APPROVED: C. GRAHAM z w I w O I \ 12 n 4 � 10 11 12 I " II I w 1 3 I 27�00' o U I SSMH F-3 ie ' PREPARED FOR: I I I a '0p I SSMH H-2 a A I °° 3 a B B N pI w I w I :I \ 26 c o STR�ETI� UBL/C)\ , 7 PP3.O m N I I 178 SKYBREAK LLC I \ o 00 5 BLOCK 6 \ 1 I \ PO BOX 9613 Ld w II .•I N 27 28 nc I,�� BLOCK 9 2 19 I' 0 BOISE, ID 83707 Z o I 29 E $ m SSMH F-4 �c S fwf`e 6 SSMH J-2 18 1 7 �I • `\ 177 Q w I I III k.:' i I\ 3 0 31 N m \ LINE F. �e. 16 I' \\ U OBI II I c� 1 1 5 14 I; \ yhI �� 32 I v J �m II •.• I\ 33 » z+ - z,+ \ I ' °° • 1 76\ I . , \ Y I a v l �_ I •. I \ \f�\ 34 SSMH F-5 SSMH F-6 <� B N, o v�i \ O :I \ \ � \W 35fRUNfF. I W ffi 4 36 37 PNPSE 2 a ''`� STREET I (PUBLIC) 8 -SSMH F-8 r_ 175 \ 'I \ 38 a o SSMH F-7"" m � III II \F� 39 40 m ci �\ J 35.00' LANDSCAPE I \ w\F 41 42 N m 7 U o-BUFFER .I `. I 69 \ RR\l 43 7 I I 174 / Z W PP3.0 LL. II I BLOCK 9 20.ODRryHARED \ Rq( F\ 44 45 46 47 8 49 I ' O O rl 1I/ I \ \ F/y W / IIII \ \ \ I SSMH G 9 O Ln a a I I 70 6? \ \ Fw --EW - EW c W—EW— BLOCK 9 I' // Z I w I II I w 66 \ EW EW �� - EW / � I r 173 / I Q wEW_ I I J —5r— Q 0 EW W � 1'7.00' I SE 9 — — Lo � F \ / •• 27.00' I J a_ 71 PNP 65 — _ _ _ EW e I: B-e I M = w 64 F!y \ m 172 I m W 1 I R=48.00' I I II ?'o� 72 63 BLOCK 9 50\� Ld II 62 r 1 71 Q w .I \ F \ J � I alI II I \� 73 8 4 61 60 59 58 57 56 55 54 \ \ / ' n z Q I F\ � i N� Q Lu U) I I w�` I I oo PEDESTRIAN \ / o Z I a i � I II :':I 2) ry• 0 �B CONNECTION / I 170 J 10.00' REGIONAL 74 Go 0 c / \ w w PATHWAYI I I \\' \ • \ - 8 •.• \ \O U Got", Cj I I II I 75 771 o - STREET U(PUBLIC)- - �� \: 0��j�P \fib I R=48.00' 169 J °J I w I I I 1 78 aaM 1��9 \ \ Z Y \\ �I I DRIVE:':'i 20.0 ' SHARED I o m 5 2 F� \\ I - 8... O 0_ \ II i 76 i BLOCK 9 i 27.00' BLOCK 10 1 N m R=48.00' PNPSE g \\ v \ V U � B-e I - w _ • J Ld SSMH G-10 EP EP ��-_ EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP EP J / E VANTAGE POINT LANE Ep U \w EP EP EP / EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep CONNECT TO EXISTING CONNECT TO EXISTING \ N o 8" SEWER MAIN STUB 8" SEWER MAIN I 8" WATER MAIN O a FOR FUTURE TIE-IN Fp N I L1 ❑T CSW PROJECT NO. 19044 d I STUB 8' WATER MAIN _ FOR FUTURE TIE-IN DRAWING DATE 1 2/1 1/2020 �U4 A GATED ACCESS (RESIDENTS/ ' \ O EMERGENCY ONLY) PP200 U 0 ENS STUB 8 SEWER MAIN d• CONNECT TO EXISTING \ 16970 a_ \ FOR FUTURE TIE—IN \ I I I I I I I I I I ( f I I I I I I \ CONNECT TO EXISTING 8" WATER MAIN I I I I \ 12-11-20 SEWER MANHOLE o --- \ �,� F_ e l STUB 8" WATER MAIN \ / \ \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / �^i OF o FOR FUTURE TIE—IN � "r � _ I : �- - J I I I BLOCK 5 I I I l l l l l l l l \ \ \ \\ \ \\ \ \\ \ \ N I % � \\ \\ \ \ �\ \\�\ ?�\\\\\ \ \ ` ` 0 40 80 160 240 F11 � . I I I I I \ \ \ \ \ Of 5 6 7 ' I 23 24 25 34 35 36 / / I I I I I I I` \\ \ \ \ \ \ \ \\ \°` \\ 56 0 137 38/ Ag I I I I� \\ \ \��\ \\ \ \ \\, �� » I i o EMERGENCY / / #O�\ \�� \ \ \ °\\\ \\\\ \ \\ T0F �� 57 FF�r SCALE: 1 = 80 J Ld VEHICLE ACCESS I / / / / \ \ \ \ \ \ \ \ \\ \ \ 47 W 0 IL / \ \� \ \ ,\ \ \ I \ \ \ - \ \\� \ \ \ I-_ o J io o 1z+a�� —SSMH D-1 \ \ —� \ \ \ \ ?, \\ \ \ �� >� > _g <SEWER LINE 'D' "S}3---� \ \ \ \\ \\ \A° \\\ \ \ \ 48 NPSE S 58 O i oo — SSMH A-13 3+ 8 SSMH D-3 \ \ \�, \ \\ \\\\ \ \ \ \\ \ \ \ P I N 00 li C SSMH C-2 0 w SSMH D-2F STREET O(PRIVATE) I / Quo \\ \ \\ \ \ �+ N O m a �° �\ `f'j \ �#2�\ \`��\ \\� \\\\ \ \ \\ \`\ \ \ 49 11 a 59 Z CO •&M 21 N 32 / 09 �\\ \ \� \\\�\\\\\ \ \ \\\ \\ \ \\ N I' oo SSMH E-1 I — SSMH D-4 \ - \ \\ \\ \ \\\\\ \\\\\\\\\\\\\ \\\ \\ \\ \\\ \ = LLj O� V) I• c c ,5 \ \ \ \ \ \ 0 J 60 I ,� v O �_ I: w N NPSE 6 i�` � \ �\ \ \ \\ \ \\\\\\\\\\\ \ \ \ \ \\ \ \\ � o o �� / °C p @) 0 � n — F TEN MILE CREEK 8 9 I• P SSMH D-5 \ \\ \ \ \ \ \\ \ \\ — \ QQ3 <� I / w I . 31 1 \ \ \ \ \ \ `-- — \51 .� \ ro Ld 27.00' ———20 I \ \ \ \ \ \ \\\\\\\\\\\ \ \ \\ BOUNDARY FLOODPWN co E ` 1.4 w PNPSE BiBI ZI I 114 116 'I \ °�\ \\ I3 I \l\\\\�`\\\�\� \\�- -��\ \\\\ \ / \52 �/i 61 00 u 27.00' I Of 1 19 30_�� \ \--- (n I v -� - 117 27.00' 12 11 I —Ld 2 r ; --` B—B I E 18 29 ZI= I I —�� \� �� \� \� \\`—�\\\\ \ \\ \ \ \\' 44 \ 10.00' REGIONAL Lv PP3.0 m —— \ \ \\ \\ \ \\ \ \ \ \ \ \ \ PATHWAY /� --- 10 112 118 -- ---- �� \ �� \�� \\\\\\\\\�\\\\ \ \\\ \ \ \ \ \ w O X SSMH A-12 PP3.0 E: 2770 — \\ \\ \ \ \ BLOCK 5 \ �2 \ � 2e+oo (n SSMH A-11 m 111 119 Ld 16 27 Z i - `---- \ N NATURAL PATHWAY. \\\ \\ \ \ \ \ R=48.00' \ O 14 ,� BLOCKS �_� m S \ \ \ \ \ \\\ \\\ \\\ \\\ \ \ 13 m I 110 / PN \ \ \\ \ \\ \ \ cn 12 \ \ \ \ \ \ \ \ \\\ \\` \ \ \ 20.60' SHARED < / —— w p DRIVE / i� \\\\ \\\\\\\ \\\\\\\\\ \\\ems\�\\A°\ 1 N I I \ z SSMH E-2 121 \ \ \ \\ \ \ \\\?�\\\ \o\ \\\ \\ wI BLOCK 5 - i II // \�\ \ \\\ �o\ \\\��\ / I - \ \ \\\\ \ \\\�\\\\\ \ \\\\\ \ \ \\\\ \ \ CL iSSMH D 6 / a \ \ \ \ \ \ 0 1 09 I °o \ \ \ \ \\ \ \\\\\\\\ \ \ \ \ \\\\ \ \\ \ \ w o0i N - - - - - �-1�0 m- m �j N I \ \\ \\ \ \ \ \\ \\\\\ \ \\\\\\ \\ \\� o Lij Z I o m 122 - ® i iV �\ d d 45 \\ \\ \\ \\\\ \\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\ \\\ \ Q (n Lu I N_m SSMH P 1 I • , I \ \ \ \ \ \\ \ \\ \ \\ \\ \\\ \\ \\ \ Z Lu / / I ,o LLI o I 1os lz3 PP3.0 O Lu --- ——— I PN SSMH i M-1 2720 --- I d I I \ \ \ \ \\\\ \\\ \ \ \\\ \\ \\\\ \\ \\ 1 L57 — �— _ I 1 \\ I \ \ \ \ \\\\ \\\ \ \\\ \\ \\ \ \\ \ \ p Q Lu EG E -tom �( lE 1E9 f P EG EG —EG EG A EG ' ;�; _ \ \ \ \\ \ `—————— z L� VEHIC EMERGENCY CCESS I a• • EG to— EG EG EG G EG EG 107 EG m \ \ \\ \ -� � 124 \ \ \ \ \ \ L E LG EG Z EG / \ \ \ \ \ \\\ \ \\ \\ \\ \ __ _ w 0O LI„I - r I — 2776 ---- v \ / \ \ \ \ \\ \ \\\\ \\\\ \\ \\ \\ i --— � w ,z ��—SSMH K-2 \\1� o\ // \ \\ \\ \\ \\\\\\\\\ \ \\\\\\\\\\\\\\ \\\` -I DESIGNED: C. GRAHAM O J — <SEWER LINE 'K' ' �- SSMH K-4 STREET M (PRIVATE) 1 2 5 I \ / \ \ a \ \\ \ \ \ \\ \\ \ - I DRAWN: C. GRAHAM W = 8 <SEWER LINE 'K' o m UGP 11G �UGP UGP UG�\ \ Ulm \ \— 2730 j U o o m SSMH K-5 \ \ \\ °\ \°o CHECKED: C. GRAHAM I `� 159 SSMH K-3 N m 105 I \I \\ \\ \ \ \\ \\ \\\ \ \ \�\\\\\�$\ -_ \ \ \ APPROVED: C. GRAHAM \ \ I z Q SSMH L-1 126 \i 66 \ 6$ \\ \\ \ \\\ \\\ \\\\\\\ O C $ 28 129 130 131 132 1 33 I °D 62 63 \ 64 65 G __ \ Q 160 27.00' 104 127 \\ 2j> � \ \ \\ \ \ \\\\ \\\\\\\\ _� \ \\ \\ \\ \ I . ` \ �� BLOCK 5 B—B v e�� \\ \\ \\ \\ \\ \�\\�\\ -�\\ \\ \\ \\ \\\i PO BOX 9613 Of 163 I / j \\ \ \\ \\ \\\ \ \\\\\ \ \\ \\ \\ \ \ BOISE, ID 83707 2� 27.00' I \ \ \ \ \ \ \ \ \ \ \ \ \ I Q B—B 15� 134 0 — „_,,,,— — �x+on8 —8 —STREETQ(PRIVATE) — S �' —�e�oo SSMH N-2 / I I \9 I \ \ I I I I I \ \ \ \ \ \ SSMH M-2 <SEWER LINE 'N' 8fS <SEWER-LINE 'N' \ I SSMH N-1 b J162 \\ 149 N\ N m o PSE 7 SSMH N-3 N �\ \ \ 135 84 y z 86 - 2776 -- I / / I / ) \ \ NATURAL\PATHWAY at 0 \ 163 m I 94 95 96 97 27.00' 148 \\ 136 83 y+ B-B /l 10 �\ I 87 BLOCK 5 1 / / I I J SSMH L-2 uni l I m m �i� // / / / i i I v l > / 164 \ r r 93 98 A i/ / / / / / / / / / I N O P 147 \ 137 A I m 27j4_. �I i� / / / / / / / ccv I Lu // 165 p \ \ \\ / 27.00' I /// //� //// �LOCK� /// /j *lb ��I <// `\ O 7 Ld i I � 146 // 138 io I \ / e-B a, 102 101 lo0 99 I // // ///�� //// //// / N �� I L.L Q 0O `^ A / PP3.o / 89 / 81 U < LA / / \ , / / / /hry IL 166 m / \ / �� ,/ / / / / / / v / / a 0 W I I m 145 m / SSMH P-2 // / J3SMH N-4 / / / / ^ho \ \\ W Lu 139 �: _ l z: / 90 80 _ J / ^h� ti in / 8 �4+oo— 8 — 8 ae+oo— SSMH P-4 / / / 0 n' / \ \ PP3.0 A ` ' 167 0l \ D \\ SSMH P-3 <SEWER LINE 'P' STREETS(PRIVATE) . // // ry // // /----\��i 27/p_ _ (n W144 m \ // TT-T$=O1 -------- -- ---------- �� // // \ I.. Q Z) a� \ \91/ 79 20.00' SHARED \ I I co ^ // — o PSE S 27.00' �\ DRIVE a \ co � N N " \ -_ J ---_ Q z 168 PN B—B d� N cv I I L — _—2760 —_ L u 143 141 I \ CONNECTION I / / �— -- ———— ^� _ J \ � BLOCK 5 LL.I � Lu F_ \ SSMH L-3 SSMH M-3 \ \ 77 76 \ \ 75 \ / 169 74 (n — — STREETK(PRIVATE)— O 8 U N_ — d Ld - - - - - - - - - - - - - - - - \ - - \\ - - � I - - - � -/- - - \ Q Fo \ N FA I / / / CSW PROJECT NO. 19044 (' A DRAWING DATE 1 2/1 1/2020 of PP201 v U) o`` \GE SFO �2F m O 2 ou �`Wl � 2780 r 2780 N 16970 .. Uj z M rn r. a0 ~ s12-11-200 2775 w ^ r7 ih a N N j 2775 0��rF OF IOP P.2Q cocdr, = II Ilzz �NEM.G� 3 2770 x o vv O j V v E w a0 00oo r I I N N N 00 00 2770 U w0coN � � .ZiM � .. ^ � � QO � ZZ O J O co II r M O N r ^ W 3 N N » > _ — + Loz rn. nn N 04 cro- r (I �� r �Q II ZZ z 2765 Q O r N N II N r- o N �n i. rn N N - 2765 U = II NZ Nri � II II Z) N �N � Z o o ri N r00N II cncno- 0000 00 O NHS: Q + Lo o 00nN I + Ln — O Ki r � o p a0 � II Qr� r � N ro 3 NNO_ 00 N j j j r7� Z_ N > > N. r N OinN II I + � z O w 2760 z Q II Z Z Z a r i a a II z z (p (o Ki r p a°° r j j — _ _ - - 2760 W E F- NHS - - — N > > V) - � + 0) K = r0oz O 2 II N Z Z O (n V)V) w 00 00 00 = II II Z Z cn cn FE 00 0c) I + � — O Q(oo r m Q — — \I IW U N� � — — Q� N > > N > > NNO_a0 00 c01 V)V) w0000 = II zz x: IIZZ — �� O 2755 ` — — N - — _ _ _ 2755 o — — — — _ N N 0_ 00 00 cn cn 0_ 00 00 ICI Y+ 0 M Qj 00 — — — — — — — — + z m i 2750 — - - - - - - - - - _ 2750 o — z — _ _ a' U) " °ern L=283' S=0.40% D=8" L=230' S=0.40% D=8" L=132' S=0.40% D=8 U w ^ 2745 L=164' S=0.40% D=8" L=132' S=0.40% D=8" U o L=166' S=0.40% D=8" 2745 m E LdL=193' S=0.40% D=8" u o w 2740 2740 00 L=19 S=0.40% 3: 2735 D=8" 2735 , N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 U) w X SEWER LINE 'A' PRELIMINARY PROFILE w HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=10' a o z O 3 00 2790 w 3 _ � 2790 a- 3 3 cn -ccoo 00 w co z i� w O 278500 0- 0o N ^ 2785 Z qI -Z if co N V)vo co i � nN z O r rNII 04 O ) rN O)� a 2780 rn N ONN N Qc+o � Z I + orZ =o rnrn 2780 o o OWN II O_cOM II O NN > > QNr > > 00 � � N L ol� ao II I + 00z O �Q II z z = II p z z coNN II w z 2775 a Lij M � z o = I�NI j z Z N N ao ao U)U) w 00 00 j�+ co z z o 2775 o Q NN > > mQ — — <M = II pzz cnH : NN > j > Z = N - — cn N 0_ a0 00 2 II II z z z J (n(n 0: 00 00 _ — — — — — — — N 2770 — — — — — — — — — — — — v)v) CE 00 00 00 2770 0 2765 — — — — — — 2765 p U L� LU w p 2760 2760 DESIGNED: C. GRAHAM ch O 2755 2755 DRAWN: C. GRAHAM Li w L=229' S=0.40% D=8 GRAHAM " L=123' S=0.60% D=8' C. 3 APPROVED: C. GRAHAM 2750 L=231' S=0.40% D=8" z L=98' S=0.40% D=8" 2750 O 2745 L=53' 2745 PREPARED FOR: S=0.40% o D=8" SKYBREAK LLC w 2740 274o PO BOX 9613 o' 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 BO I S E, ID 83707 z Q SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) J HORIZONTAL SCALE: 1 "=50' J VERTICAL SCALE: 1 "=10' Y O w U) V) -� Z w C) LLI Nzv N J w Mo r.w N 3 O to (o r 17 M .wi QI r O V ) O O � 't N N N r ^ cr) I� �� N O(oNN II I� I� ^ N 00 SOHLL w 2770 oo r II II O" N 2770 2775 Z N " rl N, 0 0 2775 > O QOLozZ O � � NN MM CIo)" N LO (I U� � O o N N I� (n II ~ w � IQI (pzzz + ijzZO rrr N � zo = II (pz w 2765 N H s : : 0]N N j j j 2765 2770 0 N + co — o U)Q _ 2770 LJJ = II p ZZ Z OinNN II UNN > > (Nn(~n0_00 U)U) 6060 00 �Q � - - — ci Lo II II = II p z z N N 00 a0 00 O I� Z Z O Q - ��/� �w/� _ + � — N~ —' - V 1 v I 2760 — _ _ 2760 2765 0°o N j j j N N w 00 00 — — — 2765 � w — — — — — — — — — — — — — — — - - - - - —_ - - I�QIzz z - - - - - - - - z 2755 2755 2760 N N — — — _ — — — — — — — — 2760 U, - Q Q z 5=2.05% U — 2750 2750 2755 L=216' 8" 2755 L J Z Ln D= L C L=251 S=0.40% D=8" m C ci S=2.05% D=8" J J 2745 L=41' 2745 2750 L=222 2750 W S=0.60% D=8" 0 2740 2740 2745, 2745 10+00 10+50 11+00 11+50 12+00 12+50 13+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 w SEWER LINE W PRELIMINARY PROFILE SEWER LINE 'C' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' O VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' N O N CSW PROJECT NO. 19044 F- DRAWING DATE 12/11/2020 a- 0 PP202 o M �`GE S�� m co O N 16970 a- 2790o) o) 2790 r co i12-11-20 v 3 coo Cr > �OST�rFOF10P�.ZP� 2785 ^ ^^ ..3 m a z 2785 /ENE M.GAP cn w pi ao U))U)) w 00 vv CA U) -00 -00,00 If) ^ 00 n CO Co v 00 2780 °) °) 0' �_ z ,n ,n N •• ••? 2780 a0 N v O J O 0) 0) N N Lo N �I� NN II .. ^ Z — — OiONN II O-ON II NON II II W 3 0 :/ — N rM —� Y r)O co II II 06 00 II � I + ui z z o V) `' � �S Lo ��— 7 2775 + Sri z Z 0 j + u' z o o N i. o M nj 00 Lo N 2775 O QO r j j j O N N j j = II cp Z Z Z Lo N N . N N �' 211cpzzz = 11 Ilzz c�n� �� x s � N � N Loo- - Iz1 / g Q - - — Q U)U) o_ 00 00 00 N N N 0) C» N II 0 O W E 2770 U)~ of' " N N a0 ao of O II ~ 0i of z_ + N j j / / 2770 w u cn cn o_ ao ao ao � I� + � z O oar O mQ II Z Z // LU O >_ — — — — — — — — — — — — — - - - - - - - - - — N > > 2 II II Z Z (n(n0_ W 00 — — a II Z z N — — / _a" 2765 �.I Y, QJ 00 v 2765 — — — w N _ cn cn o_ ao ao S,5•p0�° �/ z c� Go �� 0 2760 — — —— 2760 = c�i� u 0 " 00 .� N co 2755 2755 fu a- L=156' S=0.40% D=8" z L=268' S=0.52% D=8 o � 00 a, 2750 2750 L=26' L=50' L=50' , � 2745 VS=0.40% S=0.60% VS=0.60% 2745 w D=8" D=8 D=8 m x w 2740 2740 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 O W SEWER LINE V PRELIMINARY PROFILE c/) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=10' °0N' CD z 2790 ^ co 2790 O U ^ z 0)co N a- H F " c NLo 0 w 2785 N I + i. 2785 ^ Z M V) L`'�V) j o -00-00 � �" N N �H �: O O O wV) =' t) N 211 �jZ Z I z 2780 N u ~ N N o_ 00 2780 j O+ NN O C» OI or II II ~ = II II z z - - - _ — CIO ui z — — 2775 0 0+ co z z O N N w 00 00 - - — 2775 Q m ^ � IQlcjzzz — w ^ ^ Z ^ 2770 N N o_00 00 00 — — 2770 � W v vCn ^ � 0) Li r O Lo N M 2780 0 2780 N 2765 I 2765 " o M Lo N Lo ° Z Q ^ N N M 0) N N w 2775 ^w ri j j�+ z o (6 N04 2775 L.322 w o `�+ z o '� N j j co 4 z o 2760 2760 I + co — ^^ N N N Z Z Q N j j DESIGNED: C. GRAHAM 2770 i� ,n" 't � N a II z z (n(n Y co 00 =II 11 Z z 2770 O I�I� 00 01 N N II N N a a 2755 2755 DRAWN: C. GRAHAM N N II II U)U) F 00 00 U)U) o_ 00 00 U) O N I+ ,o Li z z O _ CHECKED: C. GRAHAM w 2765 O� N N H �`� N j j j / — -- - - - - -- — - -- - - -- - - - - - — - - -- - 2765 2750 L=35' 2750 N O co II 11 � = 11 11 z z z ✓ APPROVED: C. GRAHAM ri Z Z o m Q g" — S=4.53% 0 a O N j j j cn cn wao ao ao D=8" — �� 2760 2760 2745 2745 V) Fr 0 in 0 00 0o _ _ — — — — — — 10+00 10+50 1 1+00 1 1+50 12+00 12+50 13+00 13+50 14+00 PREPARED FOR: o _ — — — — — — SKYBREAK LLC w 2755 — — _ — L=233' S=0.40% D=8" 2755 , , SEWER LINE E PRELIMINARY PROFILE PO BOX 9613 HORIZONTAL SCALE: 1 "=50' BOISE, ID 83707 z 2750 s1% 0=8" 2750 VERTICAL SCALE: 1 "=10' Q S=2. L=40' L=319' S=0.40% J 2745 D=8" 2745 L=175' S=0.407 D=8" Y O 2740� 2740 w U) 2735 2735 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 Z W SEWER LINE 'F' PRELIMINARY PROFILE J L.L HORIZONTAL SCALE: 1 "=50' () O VERTICAL SCALE: 1 "=10' U_ > O a- 2785 2785 Q w _ 3 o J m W ^ v Co In cn 2780 CV M o co aCOo co 2780 W oC V) V) Lo w �" N I O N �" r N � r, 0�10� � 0 < `\/, 2775 co CV 11 ~ " N II 0) t N II N 0) 11 0 N N > 2775 z i � + rn7 11 � coots II IC14 O �Q 11 II z C— � I..L LL_r � �OnK O I + c►7pz O 04 > Ul) G (n N j j li L� = II II Z Z U)U) c_ 00 Z = II II Z Z N j j N N j j QLU 2770 m Q = 11 z z = II II z z U) 2770 J Z U N 0_00 00 m Q m — — m Q m — — N N 0_ 00 00Ln U) W N N 00 00 EE!f% 0_00 00 _ _ — C c3 2765 U) — — — —— — — — — 2765 J LU - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - -- - _j Y 2760 0 2760 � L=190' S=1.13% D= � 2755 L=233' S=0.40% D=8" L=182' S=1.13% D=8" 2755 J_ U 2750 2750 O N O N 2745 1 1 1 1 1 12745 CSW PROJECT NO. 19044 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 DRAWING DATE 12/11/2020 CD SEWER LINE 'F' PRELIMINARY PROFILE (CONT.) o HORIZONTAL SCALE: 1 "=50' PP2m3 VERTICAL SCALE: 1 "=10' LLJ ^ w 3 ..w? ��'�GEN00 SF %L m = 2785 3 v 0) r- 2785o Of v to t N V;_ N 16970 J 2780 z N co 04 co N i. "�04 c i ao� o Z z ~ �12-11-200 �N in ED N (o 1104 6 o �o Z c�o � - - 2780 n) 071n N = II z z z tij� G� N Co_ n II I + c0 — C NN > > NN » > ^^ -ui Sri � I + co z p =it II z z cn : U)v~i Of 00 00 00 2775 2775 vv r- w i� cwn 3: `� �n It It N cI + `co a cn cn 0. 00 a0 (mil I� 0O r d N N II Cal > > N N w 00 00 U NN � ,n o)o) � �� cDII II o �Q IIZz 2770 O r- r- N N c� C° Z Z o U)U) w 00 00 — — — — — _ _ _ 2770 Y, Y O � Z Z ~ OM r 11 00 1� N N N S II Z Z Z _ — - - - - - - - - - - - Y+ O N0 to U) II II 2765 =II N11 zz z X: N > > OMr- - - to too: aoao ao - - — 2765 w mQ 11 = II 11 Z Z = II N Z Z Z — E vNi c~n a ao ao ao V)V) x 0o 0o _ _ _ — _ _ �• w ° �(nx0000LU J 2760 — 2760 D 0) — — — — w 2755 2755 z00 o 00 0 2750 " L=307' S=0.40% D=8" u o 2750 m L=160' S=0.40% D=8" L=105 S=0.40% D=8 @� w L=199' S=0.40% D=8" w " L=130' S=0.40% D=8" L=264' S=0.40% D=8" m 2745 L=175' S=0.40% D=8 2745 0 L=43' C0 a' �S=0.40% � 2740 D-8»10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 2740 , N cn w SEWER LINE V PRELIMINARY PROFILE X LLJ HORIZONTAL SCALE: 1 "=50' Z D VERTICAL SCALE: 1 "=10' ^v Z O 2785 v o 2785 LU on a pj 0 p � Lo � N (n 2780 � c� O N u 2780 Z + 00 00 � CD N � > > 1 + 00 OO CD z N 0(D11 � O O v 2775 �Q Z Z �Q 1 Z 2775 (n(n 0_ 00 w m 2770 2770 O - - -- - - - - -- - - --- - - —— — — - - - Z I 2765 2765 � o m L Of w IV) w z ^ 2760 2760 3 z�. Q o .. z w .. z .. M w3 " zjo LU = Z � N �) O � J o � � 2755 2755 v in in 00 N 0 2775 w 0 r- 2775 2775 � o N 2775 z NN N O 00_ r N 0) N O " •�`• O N 1 + � O N N O' N N O L=307 S=0.40% D=8 o_ o�o N II =M 00 co II II o o rj II N O 2750 2750 ~ � � � _ON II ~ _11 Nz I + (D p . z o �Nr O Q 2770 't � o o II 2770 2770 0 O_ � i + (0 - N > 2770 O O r" r N 1 C3z O NHS= N » > -Or, 2 II Z w OMNN 11 =sr- cncn0' 00 = II p ZZ Z N > > �Q 11 w o M oo rn II II =11 N z z N _ - _ a II Z Z N c i ao 2745 2745 N N ao ao ao <n V) w_ - 2765 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 p cp z_ z_ p Q II o0 0o DESIGNED: C. GRAHAM I + i° cn� � 2765 2765� 2765 c�o � N > > > V)(n w CID 00 G = II 11 Z Z Z _ _ — — — — 0 U)a _ \ — — _ DRAWN: C. GRAHAM `�~ —` _ — SEWER LINE G PRELIMINARY PROFILE (CONT.) Li 2760 _ — 2760 2760 2760 HORIZONTAL SCALE: 1 "=50' CHECKED: C. GRAHAM Li 2755 APPROVED: C. GRAHAM z L=246' S=1 50% D=8. 2755 2755 VERTICAL SCALE: 1 =10 o L=240' 5=1.43% D=8" 2755 o�a PREPARED FOR: 2750 1 S�� 2'I 2750 2750 2750 SKYBREAK LLC -�° PO BOX 9613 ft� 2745 2745 2745 2745 BO I S E, ID 83707 >- L=50' Q S=10.07% D=8" 2740 2740 2740. 2740 c� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 J J Y SEWER LINE W PRELIMINARY PROFILE SEWER LINE I j I PRELIMINARY PROFILE � HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' Li VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' cn V) ^ z W O J ^ ^ ) ^^� r� w W 3 �'o Z (n LL O W3 - r- . .. . � V l O .. ) Z N � M vv 2790 Lo.. z � `� M u� N `° `° N. _ r- � c i 2790 LL 00 Ld _ N N O N N O .Nz -'o M � NNN 00 Ln � N �cD4 II �NM II II 0000 iN N NON II D 10_ nn II I � Z p I nZZ p Q LL w 2785 r- � � I + O Y M i. Y LO N � Z O O N N I mo — � — — w � � � _� � II N > > 1 + III II oo =11 Ilzz = II pzzz 2785 Q W INN YNI� MO4ZZ N > > 04 > = O � 't N MOz O = II p z Z YM � �¢ � _ - oo � II II Y O N > > N N 00 a0 a II z z z (n cn 0_ 00 -co (n(n w co 0o 0o 2780 oLLJ + o z z O m a M Z z U)In w 00 00 00 2780 � z — w = II j Z Z Z cn cn 0° 00 2775 vNi v~i o0 0o ao _ _ — _ — — — ——— — — 2775 z _ - z - LU 2770 2770 W z v 2765 2765 J J W DC 2760 2760 0 L=211' S=0.40% D=8 2755 ' S=0.40% D=8" 2755 L=241 J 0 2750 o L=25' 7�6' 2750 S=0.4 % = .40%0 L=34' D=8" D=8" N 2745 S=13.19% I I I I I 1 2745 CSW PROJECT NO. 19044 10+00 D=8" 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 DRAWING DATE 12/11/2020 0 SEWER LINE W PRELIMINARY PROFILE u HORIZONTAL SCALE: 1 "=50' PP2A VERTICAL SCALE. 1 "=10' o S�ONAL F ~ W 3? .. Q��GENSFp �2F m z N v N ^ ^ ^ _ : -' Ln O z �. Ln o - Lri Z ^^=' 16970 W' co co � M " CA v) ^^ _ 11') lf') r (o �� N Z O. Lo Lo rr N Lo U) Op co � Lo � � M 04 � M v S Q 2785 o M IN 0 j —_ II r 12-11-20 U '�� zz Z) ") r'iz r r N r 2785 to-Lo N � � N Lo � r OO TgrFOFI�P� Q� I + r - - O I + r - O r� N H M- N � Lo OON N N. r r N co YOr JOr j j NCO II O 0oN ~ N � � OM II II O OONN N NNE M.GFZ I + � Z O MN . � I Oro + ir\ zz O NAM II II 000 II = II `j Z Z z �Q OI Z Z J N �� r � 2780 2785 �� N � Y O N j j j I + n Z Z O N Lo 2785 2780 �H - V)H e N j j r M O (n(n o_ 00 00 0o Ln Ln 0_ a0 a0 2 II II z z N j = II II z 2 p II z z z N j j j I + r 0 lU) �Q Z FV) N� �_ _ _ IQI II Z Z z �Lo — J U)U) 00 00 N H — N N 00 Vl Vl � 00 00 0o En H c a c 2 II N Z f n N in � 00 Ln Ln Ix 00 00 00 a - 2780 u J 2775 (1 - --( 2775 2780 N� Y —— — — — — —— --- - - - - - - - - — — — NNO_ 00 O — — — — — — — — — — — — — — — — — i — — — — — — — — — — � 2770 2770 2775 — - - - - - - - - - - - - - - - - - - — 2775 �w � E W U W 2765 2765 2770 2770 °c) U L=253' S=0.60% D=8" QJ 00 M O 2760 45% D=8 2760 2765 2765 O 00 °1�0 z L=237' S=2 8" g 0 o S=2.91% D= _ w 3 rn U) L` L_360 � vl u 00 U) 2755 2755 2760 g8' 3, 2760 cY @j oN 5 009, co E �- � D,g.. L=152' S=0.40% D=8" It z 2750 L=39' 2750 2755 2755 00L w S=3.64% °1 r- D=8" 3: 2745 2745 2750 2750 N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 U) w X SEWER LINE 'L' PRELIMINARY PROFILE SEWER LINE 'M' PRELIMINARY PROFILE Lij HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' o VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' LU a o U) F- z Ld 0 z O U 0_ 0_ U) .. Ld j3 3 ^^vfl� ^^^ N z N CV M N CV CV N 00 v M 10 L0 cn Ln Ln ( 00 Ln 00 O w 2790 O ,`i ,`� N � ° ° N O ul N 00 � 2790 O ON � Lo NOO - r Ln NN NNN NC) cpzz p � cpZZZ p oi Lo N+ rz =O CC) Z Q z 2785 mLi orjj j ZNr - - - zcor 04 j j- I + � Z O 2785 = II �p Z z z 2 II Cp Z z z Z Q = II z Z ai = II II Z Z co N j j r a cn ¢ - _ a m- a II - Lo NH —. Ln Ln 0_ 00 00 N H r Ln~ — - v)IV) of 00 0o N. N 2780 � L7 L7 � 00 00 00 (n vl w ao ao co ao 2780 W M O O -- - - - - - - - - �TV 000 + o O zo 2775 - - -- - -- - - -- - - - - - - - - - - - - - - - -- - - - - - - - - -- - za, N j 2775 II z o la U (n H w e z LL `` L7 L7 00 j LU 0 2770 2770 0 DESIGNED: C. GRAHAM O 2765 2765 DRAWN: C. GRAHAM Lei cn CHECKED: C. GRAHAM � 2760 „ L=217' S=0.60% D=8 2760 z L=249' S=0.40% D=8" L=396 S=0.40% D=8L APPROVED: C. GRAHAM O_ 2755 77v =39' 2755 S=0.40% PREPARED FOR: o D=8" SKYBREAK LLC a- 2750 2750 PO BOX 9613 w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 BO I S E, ID 83707 Q SEWER LINE 'N' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' J VERTICAL SCALE: 1 "=10' Y O w U Z W O LL ^ J o U) LL DC N ^ () 0 co \J LL L� O �v� L j v Z / I..L Q . N Lo Lo L0 c0 ^v � 2790 o N o O Lo W) Lo Lo N rl co 2790 I O M N N N II r r r W ~ 2785 NZ 0cLizzz p co- Lo O N 0 " N LO N U) ZONjjj j `j+ 4z =o Mao4z =o 0 2785 !nln0_ 00 = II II ZZZ z aNr o_Nr W �Q . . N j j j j N O v , 2780 — — — vNi v~i ao ao ao ao m I<QI z z N a z z � 2780 — — — — Ln Ln 0' 00 00 N N O' 00 00 C^ N Z co LL - - _ _ O ID 0 z 2775 .�— - - - - - - - - - - - - - -- — - - - - - - - - Li + N0 2775 J LU z cn ~ 2770 — — — — Ln Ln w 00 2770 J "295. L=51' LU 2765 S,4'7g9, D=8.40% 2765 D-8" O w 2760 L=357' S=0.60% D=8 2760 L=233' S=0.40% D=8" J 2755 2755 U 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 0 N IN SEWER LINE 'P' PRELIMINARY PROFILE CSW PROJECT NO. 19044 HORIZONTAL SCALE: 1 "=50' DRAWING DATE 1 211 112020 VERTICAL SCALE: 1 "=10' a- 0 PP205 m ENS F� � R/W R/W R/W R/W 16970 13' ACHD SIDEWALK 56.00' RIGHT-OF-WAY 13' ACHD SIDEWALK 13' ACHD SIDEWALK 37.00' RIGHT-OF-WAY 13' ACHD SIDEWALK 12-11-20 J EASEMENT EASEMENT EASEMENT EASEMENT SJ U I 5' 8' 21.00' 10.00' 21.00' 8' S' 5' 8' 16.50' 16.50' 8' 5' I �O �TF OF 10 .ZP� � SIDEWALK PLANTER PLANTER SIDEWALK SIDEWALK PLANTER 3" ROLLED PLANTER SIDEWALK ��NNE M GFZP' U) I 6" VERTICAL 6" VERTICAL I I GUCURB TTER AND CURB AND CURB AND SPILL L I GUTTER TYP. /\// / GUTTER TYP. U J a a a a a a a a a Y A\ 1--- 33' PUBLIC STREET (STREETS - � w a, , cn TYPICAL STREET SECTION WITH MEDIAN ISLAND 1 SCALE: NOT TO SCALE PP3.0 w SCALE: NOT TO SCALE PP3.0 o L t�N Q) � � 1 W z 00 M to Z � 0 U LLI .. U) R R � � @) o 0_ 55.00' PRIVATE STREET LOT Ld R/W ro coE 0_ R/W ro Z 21.00' 11.00' 21.00' I 13' SIDEWALK 36.00 RIGHT-OF-WAY 00 W EASEMENT U 6" VERTICAL 6" VERTICAL 5' 8' 13.50' 13.50' 5' CURB AND CURB AND SPILL SIDEWALK PLANTER SIDEWALK GUTTER TYP. /\//'/ GUTTER TYP. I 3" ROLLED CURB , V) \ AND GUTTER (n I AND GUTTER CURB I W II 0_ X \ \/\/\///// /\// w PRIVATE STREET SECTION AT GATEHOUSE 2 0 SCALE: NOT TO SCALE PP3.0 27' PUBLIC STREET W/ DETACHED WALK ONE SIDE (STREETS E AND J) 7 z SCALE: NOT TO SCALE PP3.0 CD w z a_ O a_ U Z n w O z 1-- U) W R R R/W R/W a CI 52.00' PRIVATE STREET LOT 41.00' RIGHT-OF-WAY U Z U) 0 w O F- 5' 13.50' 13.50' 5' (n 21.00' 8A0' 21.00'Z SIDEWALK SIDEWALK 3" ROLLED w 6" VERTICAL 6" VERTICAL CURB AND N CURB AND CURB AND SPILL GUTTER TYP. Z GUTTER TYP. /\// / GUTTER TYP. w O ° L� O / Q o uj 27' PUBLIC STREET (STREETS B, D, F, G, I, U) 8 � PRIVATE STREET SECTION WITH MEDIAN ISLAND 3 SCALE: NOT TO SCALE PP3.o DESIGNED: C. GRAHAM Of SCALE: NOT TO SCALE PP3.0 O DRAWN: C. GRAHAM Li cn CHECKED: C. GRAHAM APPROVED: C. GRAHAM z O C) R/W R/W PREPARED FOR: D q 13' ACHD SIDEWALK 40.00' RIGHT-OF-WAY 13' ACHD SIDEWALK R I R SKYBREAK LLC � EASEMENT EASEMENT 30.00' PRIVATE STREET LOT PO BOX 9613 w I 5' 8' 18.00' 18.00' 8' 5' SIDEWALK PLANTER PLANTER SIDEWALK 14.00' 14.00' BO I S E, ID 83707 ZI 6" VERTICAL 3" ROLLED Q CURB AND CURB AND GUTTER TYP. I I GUTTER TYP. R R J 29.00' PRIVATE STREET LOT J a a a a a a /\ / a a a a a a 3" ROLLED CURB AND 0 GUTTER TYP. bi 36' PUBLIC COLLECTOR STREET (STREET A) 4 28' PRIVATE STREET (STREET A) 9 J SCALE: NOT TO SCALE PP3.0 SCALE: NOT TO SCALE PP3.0 a a a a a a > z ,� O z 27' PRIVATE STREET (STREETS L, M, N, O, P, Q, R) 10 p O w SCALE: NOT TO SCALE PP3.0 L.L > U ouj 0_ R/W R/W 0 W 13' ACHD SIDEWALK 37.00' RIGHT-OF-WAY 13' ACHD SIDEWALK J M W = EASEMENT EASEMENTCL 5' 8' 16.50' 16.50' 8' 5' I Z W SIDEWALK PLANTER PLANTER SIDEWALK (/'� W Z I CUB AND AL R R `� • �/ L I GUTTER TYP. I 29.00' PRIVATE STREET LOT 13' SIDEWALK Z EASEMENT 13.50' 13.50' 8' 5' S � a a a a a PLANTER SIDEWALK G J Z r\\\ \\ \\/\\//\\�/\�/\�/.\///.�/////% i\\\i 3" ROLLED CURB 6" VERTICAL CURB AND GUTTER AND GUTTER w 20.00' 5.00' PEDESTRIAN U 12" TYP. PATHWAY J 33' PUBLIC STREET W/ DETACHED WALKS (STREET C) 5 cn SCALE: NOT TO SCALE Y Ln w 27' PRIVATE STREET W/ DETACHED WALK ONE SIDE (STREETS K AND S) U) SCALE: NOT TO SCALE J CONCRETE RIBBON CURB TYP. >_ U O N COMMON DRIVE W/PEDESTRIAN CONNECTION (L81 B5/L26 B9) 1 2 CSW PROJECT NO. 19044 SCALE: NOT TO SCALE PP3.0 DRAWING DATE 1 2/1 1/2020 C� 0_ 0 PP3mO u-Ea-«—Eq LL 21 l�L _ I BLOCK 3 .1 % RI.O(:K S •„ ' �� I i ^ al - �� i 3a 3s .. ti �R 33 s5 t s ' L s 36 37 8 Y ^�+i' sl.ocN s [p r l2° --`--. - 6 BLOCKi 4' IR�OfN.� E 1 7 12 f�rZl,�� AD ❑ �• ae 56 I {{ u 32 47 5] 10' RE&ON AL —I- pArHwAr I E ,."� '/ In '• 16 IS la 13 I= 1i B , .7.. Al y {11 r/ - rlo + b ,� f , HT VIN1'L SLAT 9 ►II m r Top FENGE / r w � 14 I rn +r a ax Itl 25 1 3 7 1] aLD[Ka 1 I s' , LAN::)5CAPE CALCULA71 CN5 e k• ..11 '_.-• ' �'.' _.__ IS ,12 I as S3 t, ., _ 1 LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED BLOCK s I a3 eLDeK s 5¢ _ Is , 5. EAGLE RD. 25 I NO C35 - 34 TREES �4 TREES ¢ � R _ m I; V u ---- - --- 6 + I I o r l / PARK/COMMON 549 00 SF 18000 = 6cl TREES �S 1 TREES OPEN SPACE o' .� — _�' j BLDCK I TOTAL NUMBER OF TREES: 103 TREES 555 TREES A + t _ THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. �I m t1 �•q BLOCKS ` BLOCK 9 V4 e CI ':r .}•�.' _..+. ,.;,... 1 f �y - .�8 w / � �_ �� R fT A iPRiV i •,y. -.s DEC I I • T I! eLCCK :::`. BLo[K le les * } :- . EXISTkN HOUSE 2217 Me lea-5, . Ta REMA IN 186 NOW le; i y IN: Itll in[, ld ISi I:1 16 15s �- �EVELCF�EN`7 �A`7A 1 �•. 3 I — — UB�L � I r i { _ 66 I TOTAL AREA ................................................................................................. 71.6cl ACRE5 I f •I f I y; 57REEC M[PRIVATE] ': . 1 — — — — „+ —� —.— RESIDENTIAL LOTS ..................................................................................... 328 �k BI nCK B e VISION 4 \ 1 BLacK s t 7 1 �r.,l - y TRIANG � ,'! 1 11 � \ / I r OPEN SPAGE/GOMMON/PARK LOTS ..................................................... 40 4 (r p) 1 i GE 1 EXISTING RESI DEN ........................................................................................... ! � � I D fi] 25 d I 65 r PRIVATE STREET I ~� �" 12 i i• WI V , I• 1 ION I,! I30 26 _ d' III[JCx W 3 I,, y_ G3 G.I I � COMMON DRIVES 1 I _ . i BIn�K y I 59 I I 1 BLOCK G TOTAL LOT5 ..................................................................................................... 552 v8L yt I J BLOCK R / 1 3a y :::•.-.:'.. I' BLOCKS ITS I III r / L 14- Eo `: QUALIFIED OPEN SPACE 14.9G AG 8.8 } �-—--xREE� P�ewE� -—-� -� -—-—s7a�c�Q e�rtw�i7 —- 14�° 161 EXISTING ZONING ............................................................................................ RUT �, 4 PROPOSED ZONING R—S y �G I �_ 3 � 53 E Y�I 8LO N 9 - c01 ❑ 1M _ ` n 3] —�J.`REETTBLIO �' _ I.s IG2 I I¢] /III HLUCK S 1 I.l 3s '1 1 35 V 82 l y 1 -;I 4o Sf, �O} RI.DCK S 1r - 41sz 4e I1/y-'II / 111 af TREE ITIr 1 .. v 67 pPIG I 1 I¢ 10, , , es f G I V I L ENG 1 NEER DEVELOPER IYJ H9 ]0 �[*~'•�� "�, ' 88 ea CONNECTION i i - ---_ -- `N� F2a,THMY OYF) i CORINNE GRAHAM, P.E. SKYBREAK, LLC L1P CIVIL SITE WORKS LLC I J :2 63 T PRIVATE 804 W. RICHMOND 5T. P.O. BOX 9513 BLDCK9 �N �! /' *:.:; I BLOCKS _—_ S I5L..—___�_- � BOISE, IOAHO 83706 BOISE, IDAHO 83707 62 ` GG I --- -- - ---- -- ---- ---- - `� + 51 f,�] 59 5d SS 5fi f5 Sa \\ ,� ':.j• I 119 72 ]e V' PARK ITRkr W BLOCKS 1 ` BLOCK i Ic: f n LAM i TREES ' .� 1 OVA .�y. [ 1 j f �ti � k •nY9:�M.er 1 . .: � 1 I— -52 b1 HT SOLID 73 L � _!'N VENYL IMF_a `` T PRtV7A�C�1— REE�IG{ — k I - 76 o o.: r FLAN? FALr-77E SYM COMMON NAME BOTAN I GAL NAME S 1 ZE SYM COMMON NAME BOTAN I GAL NAME 51 ZE SYM 1. ALL LAND5CAPE SHALL BE I N5TALLED IN AGGOR7ANGE WITH THE G I TY OF MERIDIAN ORDINANCE EVERGREEN TREES 5HRU135/ORNAMENTAL GRA55E51PERENNIAL5 REQUIREMENTS. HOOP51 BLUE SPRUCE PIGEA PUNGEN5 'HOOP511' 6-&' HT BOB ARIZONA SUN GAILLARDIA GAILLARDIA x 'ARIZONA SUN' I GAL 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. KARL FUGH5 GLDAR GEDRUS DEODARA 'KARL FUGH5` 6-&' HT B4 B BLACK EYED 5U5AN RUDBEGKIA FUL61DA 'GOLD5TRUM' I GAL LAWN FAT ALBERT BLUE SPRUCE PIGEA PUNGENS 'FAT ALBERT' 6-6 HT BOB BLUE GRAMMA GRASS BOUTELOUA 6RAGILI5 'BLONDE AMBITION' I GAL ' ' 3. TREE5 SHALL NOT BE PLANTED WITHIN THE 10-FOOT GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, NORWAY 5PRUGE PIGEA ABI ES 6-&' HT B 4 B BLUE M 1ST 5PI REA GARYOPTER I5 x GLANDONEN515 'BLUE MIST' 2 GAL STRUCTURES, OR FAG I L I T I E5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL GONTAM I NATI ON VANDERWOLF5 PINE PILAUS FLEXILIS 'VANDERWOLFS' 6-&' HT BOB BLUE OAT 6RA55 HELIGTOTRIGHON SEMPERVIREN5 I GAL DURING THE CON5TRUGTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS BLUE RUG JUNIPER JUNIPERU5 HORIZONTALI5 'WILTONI' 3 GAL 6 SOLID VINYL FENGE ALONG PLANTED OVER OR ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOE5 NOT EXCEED IB" IN SHADE TREES (GLA55 111) PURPLE GONEFLOWER EGHINAGEA PURPUREA 1 GAL LANDSCAPE BUFFERS DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. 2 GAL RED FLOWER CARPET R05E R05A 'FLOWER CARPET- NOARE' PROPERTY PERIMETER (TYP). DARTS GOLD NINEBARK PHYSOGARPUS OPULIFOLIUS 'DART'S GOLD' 5 GAL 4. NO TREES SHALL IMPEDE THE 40' VI51ON TRIANGLES AT ALL INTER5EGTION5. NO GONIFEROU5 TREES OR BLOODGOOD LONDON PLANETREE PLATANUS x AGERIFOLIA 'BLOODGOOD' 2" GAL B$B 5TELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' I GAL SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES SWAMP OAK QUERGU5 B I GOLOR 2" GAL B$B FINE LINE BUCKTHORN RHAMNUS FRAGULA 'RON W I LL I AMV 5 GAL MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS GRO-LOW SUMAC RHUS ARDMATIGA 'GRO-LOW' 6 OPEN Vf510N VINYL SLAT 3 GAL r, ,., TOP FENCE ALONG FOR MAINTAINING CLEAR VISIBILITY WITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL SHADE,�STREET TREE5 (GLA55 11) RED HOT POKER KNIPHOFIA UVARIAI FLAMENGD' I GAL CONNECTION PATHWAYS BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. HUSKER RED PEN5TEMON PENSTEMON DIGITALIS 'HUSKER RED' I GAL AND CANAL (TYP). AUTUMN PURPLE ASH FRAXINUS AMERIGANA 'AUTUMN PURPLE' 2" GAL B.$B IVORY HALO DOGWOOD GORNU5 ALBA 'BAILHALO' 5 GAL 5. GLASS Il TREES AND LANDSCAPE IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED CRIMSON SPIRE OAK QUERGU5 ROBUR x Q. ALBA 'GRIM5GHMIDT' 2" GAL B4 B KARL FOERSTER REED GRASS GALAMAGROSTIS ARUNDINAGEA 'K.F.' I GAL DURING GONSTRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE GHANTIGLEER PEAR PYRU5 GALLERYANA '61LEN'5 FORM' 2" GAL B.$B LITTLE DEVIL NINEBARK PHY506ARPUS OPULIFOLIUS 'DONNA MAY' 3 GAL DRIVEWAYS AND UTILITIES. TREES MUST BE GLASS II IN PARKSTRIPS AND SHALL NOT BE PLANTED WITHIN 5' SKYLINE HONEYLOGU5T GLED I T51 A TR I AGANTH05 I NERM I5 '5K'r C OLE' 2" GAL B 4 B Hl DGOTE BLUE ENGL I SH LAVENDER LAVANDULA ANGUSTI FOL I A 'HI DGOTE BLUE' I GAL X X Y 4' IRON FENGE ADJACENT OF WATER METERS OR UNDERGROUND UTILITY LINES. LITTLELEAF LINDEN TILIA GORDATA 2" GAL BOB IVORY TOWER YUGGA YUGGA FILAMENTOSA 'IVORY TOWER' 5 GAL TD DOG PARKS (TYP). I TULIP TREE L I RODENDRON TUL I PI FERA 2" GAL B 4 B MAIDEN GRASS MI SGANTHUS 51 NENS 15 'DRAG I LL I MUS' I GAL 6. PLANT LIST 15 REPRESENTATIVE AND SUBJEGT TO ADDITIONS AND/OR SUBST I TUTI DNS OF 5I M I LAR SPEG I ES BRAKELIGHTS RED YUCCA HESPERALOE PARVIFLORA 'PERPA' 3 &AL THAT ARE SUBJECT TO CITY FORESTER'S PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE SUMMERWINE NINEBARK PH-r50GARPU5 OPULIFOLIA 'SEWARD' 5 GAL ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED ORNAMENTAL TREES (GLASS I} FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON FLAME AMUR MAPLE AGER GINNALA 'FLAME' 6-S' HT. MULTI-STEM ROPES TO BE COMPLETELY REMOVED FROM TREES. CANADA RED GHOKEGHERRY PRUNUS VIRGINIANA 'GANADA RED' 6-&' HT. MULTI-STEM GRUZAN GRUSADER HAWTHORN GRATAEGUS GRU5-6ALLI 'GRUZAM' 2" GAL 5$5 -T. ALL EXISTING TREES TO BE REMOVED. PRIOR TO TREE REMOVAL, TREE CONDITION AND SIZE TO BE HOTW I NGS MAPLE AGER TATARI GUM 'GARANN' 6-8' HT. MULTI-STEM CONFIRMED BY MERIDIAN CITY FORESTRY FOR MITIGATION REQUIREMENTS. IF MITIGATED 15 REQUIRE, TREES ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KW5' 2" GAL 5$5 WILL BE MITIGATED FOR WITHIN GOMMON LOTS AND LANDSCAPE BUFFERS. SPRING SNOW GRABAPPLE MALU5 '5PRIN65NOW' 2" GAL Bl$B .AL . OF rz DECEM BER 11 , 2020 JENSENBELTS ASSOCIATES 0' 100, 200' 300' 6535 Site Pkming I Landscape koMech" " = I 1/1�1 yj 1% 9W Tyrod lane. Oft 150 toles. 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BLOCK S Qii � � '3 14 2S 1 •'.+;•t.. 1.1 ,. 19 1- BLOCK 9 U li J wl ! :n �m [, -_r .! lag } � I DEC D { ,a yH TREE y BLOCK [� 8L CK .+.. :.+_ .�..: ►�� [21 1 0 �=� f EXISTINS f 21 a $1 f TO REMAIN 1. n ,a5 BLOCK 5 1 l07 v. j fTrP} 184 Iai ,al ,ao 15c Iss ra Ise i Isl 1:n I (PU 1 64 STREETM CPR IVATE) I[ �! 3 I G/may, ` � V I 8 V151ON ` wn' m 4 3 TRIAN f 1 �� \\ , 1 $LOCH 5 1 �• { 1 r. f 1 + + aI i t a a 12 / 12 = I CY 67 •i ` , Id [0 II 12 Fe 1 ,.a ,., Ian 171 - °C BLOCK 7 w / fit ',= •1 76 ! - � - IOw4' T •_� 1. Isn /f 6LOCN5 / 1I I:r. 1J �7Afja 11 BLOCK U BI❑CK 6 I 1r13 / 1 21 � - 1 {I I 1 I 1 I •.I l 1a, 133 I _ _ 'Yo[,CS�IIIRIVATE� - _ �__ --_—r]-TQ 1 as f• 11 S I Tj Is w�- BLOCN9 ~ _ 1 1 .-fl _ 1 _ e 36 VTR EEPtI'C� W_ [.a IG2 la. JIII 8LU C1(5 1 II1 3] IS 13i i • � 8E 8I / 6LOCK 5 ! fig I If.., w } / c9 l I _ .a F is aEVER 5f U MN l TRITE S I I r) 1 1 I•.- 81.4CK g � FLAY � ''" J } i } ` . PIGNIG TI=R Iw 56 _-�r.—rn -1. Iw�1a [K1 _M , I! w sa so I y 1 CA} EGTION 61 ----'� — -- --- ern_ Y .:-} ' 1 -\. PATI� 11(i fI f ,.. _ ! _ `� L •1 1 1 99 'J —_--- _ Y7Tnu1 IVATQ-- �r f fi3 BLOCK 9 '� '°` �• J -- � f 62 I'. -3 s1 w 59 se a .,, ` `�� Sa \\ 7 2 8L CH 5 h `�I `•- \, ,� 8 PARICSTRIP WI I \ stocK s167LfikN t TREE5 74 — P`ttRtl� ! •� �L 15 I.. � I •z` e I J r - 6 HT SOLID L 7� .'k 1 VINYL FENCE +. \ T PRtSrA P 1= :i• J I nYP) E - \ V. t 1 _ 1 n a - '+ i I: i. i, ! a_.•__ . tea— —u—u _..— .__ .. .. , --- -. it i A AL � 31119 v OF DECEMBER 11 , 2020 JENSENBELTS ASSOCIATES 0' 100, 200' 300' 35 81to Pkmft I LandwApo ArcNtmhvo •�� it WW Tyre#Laos,its 180 Bobs. ID W700 MERIDIAN , ID PRELIMINARY PLAT LANDSCAPE PLAN NORTH SGALE1II P.", 348-7v5w,,wjImoenbeftoom MATERIALS 21 December 2015 TESTI NG & Page # 1 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Ms. Tamara Thompson The Land Group, Inc. 462 East Shore Drive, Suite 100 Eagle,ID 83616 208-939-4041 Re: Limited Geotechnical Engineering Report Profile Ridge Subdivision Alder Hof Lane Meridian, ID Dear Ms. Thompson: In compliance with your instructions, MTI has conducted a limited soils exploration for the above referenced development. Fieldwork for this investigation was conducted on 11 December 2015. The proposed development is south of the City of Meridian, Ada County, ID, and occupies a portion of the S1/2NW1/4 of Section 4, Township 2 North, Range 1 East, Boise Meridian. This project will consist of construction of 12- lot residential subdivision with an asphalt paved access roadway, but only 7 of the lots were assessed at the time of our investigation. MTI only assessed 40 acres of the site that are to be developed. Retaining walls are not anticipated as part of the project. MTI has not been informed of the proposed grading plan. Authorization Authorization to perform this exploration and analysis was given in the form of a written authorization to proceed from Ms. Tamara Thompson of The Land Group, Inc. to Monica Saculles of Materials Testing and Inspection, Inc. (MTI), on 5 November 2015. Said authorization is subject to terms, conditions, and limitations described in the Professional Services Contract entered into between The Land Group, Inc. and MTI. Our scope of services for the proposed development has been provided in our proposal dated 29 October 2015 and repeated below. Scope of Investigation The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, visual site reconnaissance of the immediate site, subsurface exploration of the site, field and laboratory testing of materials collected, classification in accordance with USDA standards, and engineering analysis and evaluation of pavement materials. Our scope of work did not include foundation design or earthwork recommendations. The scope of work did not include design recommendations specific to individual residences. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page #2 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Regional Geology The project site is located within the western Snake River Plain of southwestern Idaho and eastern Oregon. The plain is a northwest trending rift basin, about 45 miles wide and 200 miles long, that developed about 14 million years ago (Ma) and has since been occupied sporadically by large inland lakes. Geologic materials found within and along the plain's margins reflect volcanic and fluvial/lacustrine sedimentary processes that have led to an accumulation of approximately 1 to 2 km of interbedded volcanic and sedimentary deposits within the plain. Along the margins of the plain, streams that drained the highlands to the north and south provided coarse to fine-grained sediments eroded from granitic and volcanic rocks, respectively. About 2 million years ago the last of the lakes was drained and since that time fluvial erosion and deposition has dominated the evolution of the landscape. The project site is underlain by "Gravel of Amity Terrace" as mapped by Othberg and Stanford(1993). The Amity terrace is the fifth terrace above the modern Boise River and represents the first level of Quaternary incision by the Boise River. The terrace, which has been correlated with Deer Flat terrace deposits to the west, is modified extensively by erosion and faulting. Where little erosion has taken place the terrace is mantled with loess 1.6-7 feet thick. General Site Characteristics This proposed development consists of approximately 40 acres of relatively flat and level terrain with some gently sloping hills. Throughout the majority of the site, surficial soils consist of fine-grained silt-sand mixtures. Vegetation primarily consists of bunchgrass and other native grass varieties typical of and to semi- arid environments. Regional drainage is north and west toward the Boise River. Stormwater drainage for the site is achieved by percolation through surficial soils. From the east, intermittent off-site stormwater may drain onto the project site. Stormwater drainage collection and retention systems are not in place on the project site and were not noted within the vicinity of the project site. Exploration and Sampling Procedures Field exploration conducted to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit. Test pit sites were located in the field by means of a Global Positioning System (GPS) device and are reportedly accurate to within ten feet. Upon completion of investigation, each test pit was backfilled with loose excavated materials. Re-excavation and compaction of these test pit areas are required prior to construction of overlying structures. In addition, samples were obtained from representative soil strata encountered. Samples obtained have been visually classified in the field by professional staff, identified according to test pit number and depth, placed in sealed containers, and transported to our laboratory for additional testing. Subsurface materials have been described in detail on logs provided in the Enclosures section. Results of field and laboratory tests are also presented in the Enclosures section. MTI recommends that these logs not be used to estimate fill material quantities. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 3 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Laboratory Testing Program Along with our field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in an analysis of anticipated behavior of the proposed structures. Laboratory tests were conducted in accordance with current applicable American Society for Testing and Materials (ASTM) specifications, and results of these tests are to be found on the accompanying logs located in the Enclosures section. The laboratory testing program for this report included: Atterberg Limits Testing — ASTM D4318, Grain Size Analysis — ASTM C117/C136, and Hydrometer—ASTM D422. Soil and Sediment Profile The profile below represents a generalized interpretation for the project site. Note that on site soils strata, encountered between test pit locations, may vary from the individual soil profiles presented in the logs, which can be found in the Enclosures section. The materials encountered during exploration were quite typical for the geologic area mapped as Gravel of Amity Terrace. Surficial soils were predominately sandy silt and silt soils. Sandy silts and silts were dark brown to light brown, dry to slightly moist, medium stiff to hard, and contained fine to medium-grained sand. Organic materials were often noted to depths of roughly 1 1/2 feet. Underlying the silts and sandy silts were silty sand sediments. Silty sands were light brown to brown, dry, and dense to very dense, with fine to coarse- grained sand. Many of the firmer soil horizons contained some degree of calcium carbonate cementation (hardpan). At depth, poorly graded gravel with sand sediments were encountered. In test pit 4, silty gravel with sand sediments were encountered above the poorly graded gravels with sand. Gravel sediments were light brown to yellowish brown, dry, and medium dense to very dense, with fine to coarse-grained sand, fine to coarse gravel, and 8-inch-minus cobbles. Competency of test pit walls varied little across the site. In general, fine grained soils remained stable while more granular sediments readily sloughed. However, moisture contents will also affect wall competency with saturated soils having a tendency to readily slough when under load and unsupported. Recommended Pavement Sections As required by Ada County Highway District (ACHD), MTI has used a traffic index of 6 to determine the necessary pavement cross-section for the site. MTI has made assumptions for traffic loading variables based on the character of the proposed construction. The Client should review these assumptions to make sure they reflect intended use and loading of pavements both now and in the future. MTI collected a sample of near- surface soils for Resistance Value (R-value) testing representative of soils to depths of 2 feet below existing ground surface. This sample, consisting of sandy silt collected from test pit 8, yielded an R-value of 23. The following are minimum thickness requirements for assured pavement function. Depending on site conditions, additional work, e.g. soil preparation, may be required to support construction equipment. Results of the test are graphically depicted in the Enclosures. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page #4 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Flexible Pavement Section The Gravel Equivalent Method, as defined in Section 500 of the State of Idaho Department of Transportation (ITD) Materials Manual, was used to develop the pavement sections. ACHD parameters for traffic index and substitution ratios, which were obtained from the ACHD Policy Manual, were also used in the design. Calculation sheet provided in the Enclosures indicate the soils constant, traffic loading, traffic projections, and material constants used to calculate the pavement sections. MTI recommends that materials used in the construction of asphaltic concrete pavements meet the requirements of the ISPWC Standard Specification for Highway Construction. Construction of the pavement section should be in accordance with these specifications and should adhere to guidelines recommended in the section on Common Pavement Section Construction Issues. Gravel Equivalent Method Flexible Pavement Specifications Pavement Section Component' Roadway Section Asphaltic Concrete 2.5 Inches Crushed Aggregate Base 4.0 Inches Structural Subbase 10.0 Inches Not Required for Native Soils Compacted Subgrade 12.0 Inches to 95% of ASTM D698 for Existing Fill Materials 'It will be required for MTI personnel to verify subgrade competency at the time of construction. Asphaltic Concrete: Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III plant mix. Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction. Aggregate Base: Material complying with ISPWC Standards for Crushed Aggregate Materials. Structural Subbase: Material complying with requirements for granular structural fill (uncrushed) as defined in ISPWC. Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped, compacted (if indicated), inspected, and proof-rolled. Proof rolling of subgrade soils should be accomplished using a heavy rubber-tired, fully loaded, tandem-axle dump truck or equivalent. Verification of subgrade competence by MTI personnel at the time of construction is required. Fill materials on the site must demonstrate the indicated compaction prior to placing material in support of the pavement section. MTI anticipated that pavement areas will be subjected to moderate traffic. MTI does not anticipate pumping material to become evident during compaction, but subgrade clays and silts near and above optimum moisture contents may tend to pump. Pumping or soft areas must be removed and replaced with structural fill. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 5 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Fill material and aggregates in support of the pavement section must be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D698 for flexible pavements and by ASTM D1557 for rigid pavements. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, then compaction of that material must be approved by observed proof rolling. Minor deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support courses should not be visually detectable. Warranty and Limiting Conditions MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and project described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. Exclusive Use This report was prepared for exclusive use of the property owner(s), at the time of the report, and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and Inspection, Inc. ("Consultant"). Use or misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Report Recommendations are Limited and Subiect to Misinterpretation There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation. Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions, and variability in soil moisture and groundwater conditions. To avoid possible misinterpretations of findings, conclusions, and implications of this report, MTI should be retained to explain the report contents to other design professionals as well as construction professionals. Since actual subsurface conditions on the site can only be verified by earthwork, note that construction recommendations are based on general assumptions from selective observations and selective field exploratory sampling. Upon commencement of construction, such conditions may be identified that require corrective actions, and these required corrective actions may impact the project budget. Therefore, construction recommendations in this report should be considered preliminary, and MTI should be retained to observe actual subsurface conditions during earthwork construction activities to provide additional construction recommendations as needed. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 6 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections Since geotechnical reports are subject to misinterpretation, do not separate the soil logs from the report. Rather, provide a copy of, or authorize for their use, the complete report to other design professionals or contractors. Locations of exploratory sites referenced within this report should be considered approximate locations only. For more accurate locations, services of a professional land surveyor are recommended. This report is also limited to information available at the time it was prepared. In the event additional information is provided to MTI following publication of our report, it will be forwarded to the client for evaluation in the form received. Environmental Concerns Comments in this report concerning either onsite conditions or observations, including soil appearances and odors, are provided as general information. These comments are not intended to describe, quantify, or evaluate environmental concerns or situations. Since personnel, skills, procedures, standards, and equipment differ, a geotechnical investigation report is not intended to substitute for a geoenvironmental investigation or a Phase II/III Environmental Site Assessment. If environmental services are needed, MTI can provide, via a separate contract, those personnel who are trained to investigate and delineate soil and water contamination. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTING & Page # 7 of 20 INSPECTION b151256g_Iimitedgeo.docx ❑ Environmental Services ❑Geotechnical Engineering Q Construction Materials Testing ❑Special Inspections General Comments Often, questions arise concerning soil conditions because of design and construction details that occur on a project. MTI would be pleased to continue our role as geotechnical engineers during project implementation. Additionally, MTI can provide materials testing and special inspection services during construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will meet with you at your convenience. MTI appreciates this opportunity to be of service to you and looks forward to working with you in the future. If you have questions,please call (208) 376-4748. Respectfully Submitted, Materials Testing& Inspection,Inc. NAL CENB oNC�y 14919'(� i act ob Schlador, E.I.T. Reviewed by: Monica Saculles, P. Staff Engineer Geotechnical Engine p r4 OF 10VN- N��A Enclosures: Geotechnical General Notes Geotechnical Investigation Test Pit Logs Gravel Equivalent Method-Pavement Thickness Design Procedures R-Value Test Results Vicinity Map Site Map 2791 S Victory View Way•Boise, ID 83709 •(208)376-4748•Fax(208)322-6515 =oovani azou rnaiabis www.mti-id.com•mtitamti-id.com MATERIALS 21 December2015 TESTI NG & Page # 8 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL GENERAL NOTES RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Coarse-Grained Soils SPT Blow Counts (N) Fine-Grained Soils SPT Blow Counts(N) Very Loose: <4 Very Soft: <2 Loose: 4-10 Soft: 2-4 Medium Dense: 10-30 Medium Stiff: 4-8 Dense: 30-50 Stiff. 8-15 Very Dense: >50 Very Stiff, 15-30 Hard: >30 Moisture Content Cementation Description Field Test Description Field Test Dry Absence of moisture,dusty,dry to touch Weakly Crumbles or breaks with handling or slight finger pressure Moist Damp but not visible moisture Moderately Crumbles or beaks with considerable finger pressure Wet Visible free water,usually soil is below Strongly Will not crumble or break with finger water table g pressure PARTICLE SIZE Boulders: >12 in. Coarse-Grained Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to 3 in. Medium-Grained Sand: 0.6 to 0.2 mm Clays: <0.005 mm Gravel: 3 in.to 5 mm Fine-Grained Sand: 0.2 to 0.075 mm UNIFIED SOIL CLASSIFICATION SYSTEM FFMajor Divisions Symbol Soil LAM Gravel&Gravelly GW Well-graded gravels;gravel/sand mixtures with little or no fines Soils GP Poorly-graded gravels;gravel/sand mixtures with little or no fines Coarse-Grained <50% coarse fraction GM Silty gravels;poorly-graded gravel/sand/silt mixtures Soils passes No.4 sieve GC Clayey gravels;poorly-graded gravel/sand/clay mixtures <50% passes No.200 Sand&Sandy SW Well-graded sands;gravelly sands with little or no fines sieve Soils SP Poorly-graded sands;gravelly sands with little or no fines >50% coarse fraction SM Silty sands;poorly-graded sand/gravel/silt mixtures passes No.4 sieve SC Clayey sands;poorly-graded sand/gravel/clay mixtures ML Inorganic silts; sandy,gravelly or clayey silts Silts&Clays Fine Grained LL<50 CL Lean clays;inorganic,gravelly,sandy,or silty,low to medium-plasticity clays Soils>50% OL Organic,low-plasticity clays and silts passes No.200 MH Inorganic,elastic silts; sandy,gravelly or clayey elastic silts sieve Silts&Clays LL>50 CH Fat clays;high-plasticity,inorganic clays OH Organic,medium to high-plasticity clays and silts Highly Organic Soils PT Peat,humus,hydric soils with high organic content 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 9 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-1 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5413399 Longitude: -116.3536682 Depth to Water Table: Not Encountered Total Depth: 8.9 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Dark brown, slightly moist, medium stiff to very Silt Loam 0.0-1.6 stiff, with fine to medium-grained 0.75- sand. B-2 3.75 --Organics to a depth of 0.8 foot bgs. Silty Sand (SM): Light brown, Loamy Sand dry, dense to very dense, with fine to coarse-grained sand. A-2b 1.6-4.9 --Encountered strong calcium (1.6 to 3.7 feet) carbonate cementation below 3.7 feet bgs. Unsuitable* (3.7 to 4.9 feet) Poorly Graded Gravel with Sand (GP): Tan to light brown, dry, Very Gravelly 4.9 to 8.9 medium dense to very dense, with Sand fine to coarse-grained sand, and A-2b** 4-inch minus cobbles. *Soil is considered unsuitable because of the presence of calcium carbonate cementation. **Soil has been lowered two subgroups because it is very gravelly. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 10 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-2 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5413170 Longitude: -116.3523102 Depth to Water Table: Not Encountered Total Depth: 8.8 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Brown to light brown, dry to slightly moist, stiff Silt Loam to hard, with fine to medium- 0.0-7.1 GS 3.0-3.5 A grained sand. B 2 --Organics to a depth of 0.8 foot bgs. Silty Sand (SM): Light brown, dry, dense to very dense, with fine Loamy Sand 7.1-7.8 to coarse-grained sand. --Very strong induration Unsuitable* encountered throughout. Poorly Graded Gravel with Sand (GP): Yellowish brown, dry, Very Gravelly 4.9 to 8.9 medium dense to dense, with fine Sand to coarse-grained sand, fine to coarse gravel, and 4-inch-minus A-2b** cobbles. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroups because it is very gravelly. Lab Test ID M LL PI Sieve Anal sis % - - 410 #40 #100 #200 A 10.6 NP NP 93 87 76 67 58.7 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 11 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-3 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5413437 Longitude: -116.3511124 Depth to Water Table: Not Encountered Total Depth: 8.0 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Brown to dark brown, dry to slightly moist, very Silt Loam stiff to hard, with fine to medium- 0.0-1.6 3.5-4.5 grained sand. B-2 --Organics to a depth of 1.0 foot bgs. Silty Sand (SM): Light brown, Loamy Sand dry, dense to very dense, with fine to coarse-grained sand. Unsuitable* 1.6-5.1 --Very strong calcium carbonate (2.1 to 3.8 feet) cementation from 2.1 to 3.8 feet bgs. A-2b (3.8 to 5.1 feet) Poorly Graded Gravel with Sand (GP): Yellowish brown, dry, Very Gravelly 4.9 to 8.9 dense to very dense, with fine to Sand coarse-grained sand, fine to coarse gravel, and 4-inch-minus A-2b** cobbles. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroups because it is very gravelly. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 12 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-4 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5413704 Longitude: -116.3501129 Depth to Water Table: Not Encountered Total Depth: 7.5 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Dark brown to brown, slightly moist, very stiff to Silt Loam 0.0-1.1 hard, with fine to medium-grained sand. B-2 --Organics encountered throughout. Silty Sand (SM): Light brown, Loamy Sand dry, dense to very dense, with fine to coarse-grained sand. * --Encountered strong calcium Unsuitable 1.1-4.1 carbonate cementation from 2.0 to (2.0 to 3.4 feet) 3.4 feet bgs. --Organics to a depth of 2.0 feet A 4.1(3.4 to 4.1 feet) bgs. Silty Gravel with Sand (GM): Very Gravelly 4.1-5.8 Light brown, dry, dense, with fine Loamy Sand to coarse-grained sand and fine to coarse gravel. B-2** Poorly Graded Gravel with Sand Very (GP): Tan, dry, dense to very Gravelly 5.8-7.5 dense, with fine to coarse-grained Sand sand,fine to coarse gravel, and 8- A-2b** inch-minus cobbles. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroups because it is very gravelly. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 13 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-5 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5408630 Longitude: -116.3511124 Depth to Water Table: Not Encountered Total Depth: 8.0 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Brown to dark brown, slightly moist, medium stiff Silt Loam 0.0-1.3 to very stiff, with fine to medium- 0.75- grained sand. B-2 2.0 --Organics to a depth of 1.0 foot bgs. Silty Sand (SM): Brown, dry, very Loamy Sand dense, with fine to coarse-grained sand. Unsuitable* 1.3-3.4 --Very strong calcium carbonate (2.1 to 3.0 feet) cementation encountered from 2.1 to 3.0 feet bgs. A-2b (3.0 to 3.4 feet) Poorly Graded Gravel with Sand Very (GP): Tan, dry, dense to very Gravelly 3.4-8.0 dense, with fine to coarse-grained Sand sand,fine to coarse gravel, and 8- A-2b** inch-minus cobbles. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroup because it is very gravelly. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 14 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-6 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5407867 Longitude: -116.3500977 Depth to Water Table: Not Encountered Total Depth: 7.8 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Silt (ML): Dark brown, slightly Silt 0.0-1.1 moist, medium stiff to very stiff. 0.75- --Organics encountered C-1 2.5 throughout. Sandy Silt (ML): Brown, dry to Silt Loam 1.1-2.1 slightly moist, stiff to very stiff, with fine-grained sand. B-2 Silty Sand (SM): Light brown, Loamy Sand dry, very dense, with fine to medium-grained sand. A-2b 2.1-4.2 --Encountered strong calcium (2.1 to 2.9 feet) carbonate cementation below 2.9 feet bgs. Unsuitable* (2.9 to 4.2 feet) Poorly Graded Gravel with Sand Very Gravelly (GP): Yellowish brown, dry, dense Sand 4.2-7.8 to very dense, with fine to coarse- grained sand, fine to coarse A-2b** gravel, and 4-inch-minus cobbles. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroups because it is very gravelly. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 15 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-7 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5397072 Longitude: -116.3539124 Depth to Water Table: Not Encountered Total Depth: 8.4 Feet bgs Depth Field Description and USDA Soil Sample (Feet USCS Soil and Sediment Classification Sample Depth Qp Lab bgs) Classification and Design Type (Feet bgs) Test ID Soil Subgroup Sandy Silt (ML): Dark brown, dry to slightly moist, stiff to very stiff, Silt Loam 0.0-1.2 with fine-grained sand. 1.5-2.5 --Organics encountered B-2 throughout. Silty Sand (SM): Light brown, Loamy Sand dry, medium dense to very dense, with fine to medium-grained sand. Unsuitable* 1.2-6.1 --Encountered weak calcium (1.8 to 3.0 feet) GS 3.5-4.0 B carbonate cementation from 1.8 to 3.0 feet bgs. A-2b (3.0 to 6.1) Poorly Graded Gravel with Sand Very Gravelly (GP): Light brown to yellowish Sand 6.1-8.4 brown, dry, medium dense to dense, with fine to coarse-grained A-2b** sand and fine to coarse gravel. *Soil is considered unsuitable because of the presence of induration. **Soil has been lowered two subgroups because it is very gravelly. Lab Test ID Hydrometer (%) Gravel Sand Silt Clay Colloids B 23.0 52.6 22.7 0.8 0.9 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December2015 TESTI NG & Page # 16 of 20 INSPECTION b 151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log#: TP-8 Date Advanced: 11 Dec 2015 Logged by: Jacob Schlador, E.I.T. Excavated by: Struckman's Backhoe Service Location: See Site Map Plates Latitude: 43.5413170 Longitude: -116.3523102 Depth to Water Table: Not Encountered Total Depth: 4.6 Feet bgs Depth Field Description and Sample qr (Feet USCS Soil and Sediment Sample Depth Qp Lab Test ID bgs) Classification Type (Feet bgs) Silt (ML): Dark brown, slightly moist, 0.0-1.8 stiff to very stiff. 1.25-2.0 --Organics encountered throughout. 1.8-4.2 Sandy Silt (ML): Brown, dry, hard, Bulk 2.0-2.5 R-Value with fine to medium-grained sand. Silty Sand (SM): Light brown, dry, very dense, with fine to medium- 4.2-4.6 grained sand. --Encountered moderate to strong calcium carbonate cementation throughout. 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 2015 www.mti-id.com•mti(a)mti-id.com Testing&Inspection,Inc.Materialsnc. Inspection, MATERIALS 21 December2015 TESTI NG & Page # 17 of 20 INSPECTION b I51256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections GRAVEL EQUIVALENT METHOD—PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location: Reflection Ridge Subdvision,Subdivision Roadways Average Daily Traffic Count: 200 All Lanes&Both Directions Design Life: 20 Years Traffic Index: 6.00 Climate Factor: 1 R-Value of Subgrade: 23.00 Subgrade CBR Value: 9 Subgrade Mr: 13,500 R-Value of Aggregate Base: 80 R-Value of Granular Borrow: 60 Subgrade R-Value: 23 Expansion Pressure of Subgrade: 0.21 Unit Weight of Base Materials: 130 Total Design Life 18 kipESAL's: 33,131 ASPHALTIC CONCRETE: Gravel Equivalent,Calculated: 0.384 Thickness: 0.196923077 Use= 2.5 Inches Gravel Equivalent,ACTUAL: 0.41 CRUSHED AGGREGATE BASE: Gravel Equivalent(Ballast): 0.768 Thickness: 0.329 e= 4 Inches Gravel Equivalent,ACTUAL: 0.773 GRANULAR BORROW: Gravel Equivalent(Ballast): 1.478 Thickness: 0.705 Use= 10 Inches Gravel Equivalent,ACTUAL: 1.606 TOTAL Thickness: 1.375 Thickness Required by Exp.Pressure: 0.233 Design ACHD Depth Substitution Inches Ratios Asphaltic Concrete(at least 2.5): 2.50 1.95 Asphalt Treated Base(at least 4.2): 0.00 Cement Treated Base(at least 4.2): 0.00 Untreated Aggregate Base(at least 4.2): 4.00 1.10 Granular Borrow(at least 4.2): 10.00 1.00 2791 S Victory View Way•Boise, ID 83709•(208)376-4748•Fax(208)322-6515 www.mti-id.com•mti(afmti-id.com Copyright Materials Testing&Inspepection,Inc. MATERIALS 21 December 2015 TESTI NG & Page # 18 of 20 I N SP ECTI Q N b151256g_limitedgeo.docx ❑Environmental Services ❑Geotechnical Engineering ❑Construction Materials Testing ❑Special Inspections RNALUE LABORATORY TEST DATA Source and Description: TP-8, 2.0'-2.5' — Sandy Silt Date Obtained: December 11, 2015 Sample ID: 15-7746 Sampling and ASTM D75: AASHTO T2: X ASTM AASHTO X Preparation: D421: T87: Test Standard: ASTM AASHTO Idaho T8: X D2844: T 190: Sample A B C Dry Density(lb/ft) 100.8 99.2 95.7 Moisture Content (%) 16.7 18.4 20.1 Expansion Pressure (psi) 0.45 0.21 0.06 Exudation Pressure (psi) 417 226 90 R-Value 25 23 21 R-Value @ 200 psi Exudation Pressure= 23 R-Value @ Exudation Pressure 26.0 25.0 m 24.0 j 23.0 22.0 21.0 20.0 450 400 350 300 250 200 150 100 50 Exudation Pressure(psi) 2791 S Victory View Way•Boise, ID 83709•(208)376-4748• Fax(208)322-6515 www.mti-id.com•mtOc( mti-id Test'g s P"�e.com co�y��gr,r:I "no'.'ais � � y L r 4 _ m `u _ fl r m C p ]3 _ e-F 0 _ i4 Ill � � Q � 16ti cn ON 31gd3 S rn Orb 31E),'3 0 E o as 31�g133Aff1 S as a�Wa o D S _ S EVE MILS Rn N FIVE as;TW 3A6-S Q 31 AIJ 5. ri .N MAP Qb 3I10�1.3. 4 fdNi 5 tl N hTI�W Oa 3107 5 ems---�� Y 'l ¢ F" • 0 Fr Q 'k..Fti1 rCURT] O'd SlfilfrQ S- 'cy f W N Vp 0 ID m �, 0-0 m z o CID D w S.' cc CCD Q 7 0 _� O Z Z w m W N G m ccn m � CD m cn (D ca (nCID Z 5 CT CD C O m T N �m/� co cn o a A CD YI CID < © Z can � xo V m ��N nZ � o � 3 Wo coNNW � G1D n V Yl \V 0 pro � ❑ -0Lr a 1 � �' - •r. � � I I � A. avod 3lJ`d3 Ol ry PIP t I I N3 1 � I Y I cn CD I i a r M17C. i X i •f C -• '� I` L 1 I l a �� • + i ' L r. 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