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Application Materials Council Hearing Date: November 16, 2021 PLANNER: Joseph Dodson File No.: H-2021-0046 Project Name: Centerville Subdivision Request:  Annexation & Zoning of 40.49 acres of land from RUT to the R-8 (13.38 acres), R-15 (24.17 acres), and C-C (2.95 acres) zoning districts; and,  Preliminary Plat consisting of 249 total lots (124 single-family residential lots, 79 townhome lots, 4 multi-family lots, 4 commercial lots, 34 common lots, and 4 other lots) on 38.95 acres of land, by Engineering Solutions, LLP. Location: The site is located at 4111 E. Amity Road (including the outparcel to the south) and 5200 S. Hillsdale Avenue, at the southeast corner of S. Hillsdale and E. Amity, in the NW ¼ of the NE ¼ of Section 33, Township 3N., Range 1E. Charlene Way From:clerk@meridiancity.org Sent:Wednesday, July 7, 2021 11:38 AM To:Charlene Way Subject:Development Application Transmittals - Centerville Subdivision AZ, PP H-2021-0046 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Centerville Subdivision AZ, PP H-2021-0046 Hearing Date: August 5, 2021 Assigned Planner: Joseph Dodson 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 �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0046 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: SHARI STILES, ENGINEERING SOLUTIONS Phone: 2089380980 1029 N.ROSARIO STREET, SUITE 100, MERIDIAN, ID Applicant address: 83642 Email: sharis@engsol.org Ownername: COREY BARTON, ENDURANCE HOLDINGS LLC Phone: Fax: 1977 E. OVERLAND ROAD, MERIDIAN, ID cbarton@cbhhomes.com Owner address: 83642 Email: Agent name(e.g.architect,engineer,developer,representative): BECKY MCKAY Firm name: ENGINEERING SOLUTIONS, LLP Phone: Fax: Address: 1029 N. ROSARIO Email: beckym@engsol.org Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): R3035680112 Township,range,section: 3N 1 E33 Project Description Project/Application Name: Centerville Subdivision -AZ, PP Annexation and Zoning of approximately 40.5 acres to R-8 and R-15 with a preliminary plat for 124 single- Description of work: family residential lots, 35 townhome lots, 2 multi-family lots (168 units), 1 daycare lot, 1 pool/clubhouse lot and 27 common lots on 38.95 acres (see 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 Annexation and Zoning-AZ: CHECKED Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0260 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED Townhouse: CHECKED Other Type of Use Proposed: Daycare PROPERTY INFORMATION General Location: 4111 E. Amity Road Current Land Use: Single-family dwelling, vacant Total Acreage: 38.95 Prior Approvals(File Numbers): N/A Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-8: CHECKED R-15: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 30.1 Mixed Use Neighborhood: CHECKED Acreage-Mixed Use Neighborhood: 8.8 PROJECT INFORMATION Site Plan Date(MMIDD/YYYY): 06/25/2021 Landscape Plan Date(MM/DD/YYYY): 06/07/2021 Elevations Date(MMIDD/YYYY): 06/25/2021 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: New York Primary Irrigation Source: Cunningham Lateral Secondary Irrigation Source: City of Meridian Square Footage of Landscaped Areas to be Irrigated by City Water Connection: TBD Number of Residential Units: 327 Minimum Square Footage of Living Area(Excluding Garage): 800 Gross Density: 8.4 Net Density: 12.54 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 What was the date of your pre-application meeting?: 04/15/2021 What was the date of your neighborhood meeting?: 06/16/2021 In Reclaimed Water Buffer: No 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: 13.35 R-15: CHECKED Acreage-R-15: 27.14 PLATS ONLY Number of Building Lots: 163 Number of Common Lots: 27 Total Number of Lots: 190 Minimum Lot Size: 2300 Average Lot Size: 5500 (SFD) 3036 Townhomes Area of Plat: 38.95 Plat Date(MM/DD/YYYY): 06/25/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Plaza(s): CHECKED Collector Street Buffer(s): CHECKED Arterial Street Buffer(s): CHECKED Parkways: CHECKED Acres of Qualified Open Space: 5.64 Percentage of Qualified Open Space: 14.48 QUALIFYING SITE AMENITIES Clubhouse: CHECKED Public Art: CHECKED Picnic Area: CHECKED Swimming Pool: CHECKED Children's Play Structure: CHECKED Pedestrian or Bicycle Circulation System: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Shari Stiles 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 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 4 CENTERVILLE SUBDIVISION Annexation/Zoning and Preliminary Plat Applications Written Narrative Introduction: Challenger Development, Inc., hereby applies for annexation and zoning of 40.49 acres (13.35 acres to R-8 and 27.14 acres to R-15) along with a preliminary plat on 38.95 acres for 124 single- family residential lots, 35 townhome lots, 2 multi-family lots, 1 daycare lot, 1 clubhouse and pool lot, and 27 common lots for Centerville Subdivision. The subject site is located east of S. Eagle Road and south of E. Amity Road. The subject property abuts S. Hillsdale Avenue - a collector road - on the west boundary and E. Amity Road - an arterial roadway - on the north. South Meridian YMCA, Hilldale Elementary School and Hill's Century Farm Commercial Subdivision No. 1 are located west of the subject property. Rockhampton Subdivision lies adjacent to the east boundary, Howry Lane Subdivision No. 2 is located on the south boundary, and Shelburne South Subdivision is on the north side of E. Amity Road. The topography of the property varies in elevation from 2595 along the north boundary at E. Amity Road to 2608 along the south boundary, a difference of 13 feet. Existing Use on the Property: The property is occupied by a single-family dwelling and accessory building. A manufactured home located at the southwest corner of the parcel was removed in 2021. The property is currently in agricultural production. A portion of the subject property was previously platted as Garoutte Acres Subdivision in Ada County in 1992. Lots 1 and 2, Block 1 of Garoutte Acres Subdivision and an unplatted parcel are included within the proposed development. Neighborhood Meetings: The applicant held a neighborhood meeting at the site on June 3,2020. A significant number of residents attended and provided concerns and comments. The initial proposal included 355 dwelling units which consisted of 125 single-family dwellings, 26 townhomes, 204 multi-family units and a daycare. The proposed overall gross density was 9.11 dwelling units per acre. The primary concerns were the number of dwelling units, cut-through traffic, transportation impact, multi-family three-story buildings next to Howry Lane Subdivision No. 2, school capacity, safe route to Hillsdale Elementary, and building elevations. A second neighborhood meeting was held on June 23, 2021, at the subject site. A revised site plan was presented which included the following modifications: 1. The number of single-family dwellings was reduced from 125 to 124. 2. The number of multi-family units was reduced from 204 to 168. Two multi-family buildings were eliminated. 3. The proposed multi-family structures located north of W. Rockhampton Street at the southwest corner of the project were replaced with 9 two-story, front-loading townhomes. The townhomes will be in pods of three units to reduce the size and bulk of the structure. 4. The street interconnectivity to Rockhampton and Howry Lane Subdivision was modified to discourage cut-through traffic and a pedestrian connection was utilized between S. Bleachfield Avenue and W. Macumbo Street. 5. New elevations for the multi-family buildings and townhornes were presented. 6. Additional detached sidewalks with 8-foot-wide landscape parkways were added along S. Odell Way to improve pedestrian safety and provide a softer look. 7. The applicant contacted West Ada School District about capacity and safe routes to Hillsdale Elementary. The District representative indicated that there is a crosswalk and crossing guard at Rockhampton Street and a crosswalk with RRFB flashers in front of the school. Concerning the capacity of Hillsdale Elementary,the District has revised the school's boundary to serve a smaller area. The District also indicated the overflow elementary school for Hillsdale Elementary is Silver Sage Elementary, which has additional capacity. The District has construction and building plans completed for Blue Valley Elementary to be located within the Southridge Subdivision at Linder and Overland Road. However,the District will need to pass a new bond to fund the construction of the school. Currently, there is no estimated date for the bond due to Covid. Comprehensive Plan and Surrounding Land Uses: The City of Meridian's Land Use Map designates the area as Mixed-Use Neighborhood and Medium-Density Residential. The Mixed-Use Neighborhood designation should be primarily residential in nature, providing for connectivity and access between non-residential and residential uses. A mixture of housing types such as single-family,townhomes, alley-load attached dwellings and multi-family are recommended with a density range of 6 to 12 dwelling units per acre. The Medium-Density Residential designation allows for 3 to 8 dwelling units per acre and encourages a variety of attached and detached single-family residential development. The applicant is requesting annexation and rezone to R-8 (Medium-Density Residential District) and R-15 (Medium-High-Density Residential District) with a development agreement, which are supported by the Mixed-Use Neighborhood and Medium-Density designations. The proposed overall gross density of the project is 8.40 dwelling units per acre. The proposed density within the R-8 zoned portion of the development is 3.45 dwelling units per acre, with 10.88 dwelling units per acre within the R-15 zoned area. The location of the property -- along an arterial roadway (E. Amity Road) and adjacent to a mid- mile collector (S. Hillsdale Avenue) -- makes it ideal for medium to medium-high density residential development. The property is considered an infill parcel with commercial, civic and residential developments surrounding the subject property. The land uses within the immediate area are as follows: North—Medium-Density Residential (Shelburne South Subdivision, zoned R-8); South—Low-Density Residential (Howry Lane Subdivision No. 2, zoned R-8); East— Suburban Residential—Boise (Rockhampton Subdivision, zoned R-4); and West—Mixed-Use Neighborhood and Civic (Hill's Century Farm Commercial Subdivision No. 1, Healthy Living Condominiums, Hillsdale Elementary and South Meridian YMCA,zoned C-N). The development of the property with a mixture of two types of single-family lots, front-load and rear load townhomes, multi-family buildings and a daycare will provide the additional development components to this area, supportive of the neighborhood commercial area to the east. Annexation and Rezone: The applicant is requesting annexation and rezone of 13.35 acres from RUT (Rural Urban Transition)to R-8 (Medium-Density Residential District) and 27.14 acres to R-15 (Medium- High-Density Residential District). The R-8 and R-15 zoning designations are supported within the Mixed-Use Neighborhood and Medium-Density Residential designations of the Comprehensive Plan Land Use Map. Residential Lots and Density: Centerville Subdivision provides single-family lots ranging in size from 3,416 square feet to 15,543 square feet and townhomes ranging from 2,334 square feet to 3,704 square feet. The average single-family residential lot size within the development is 5,550 square feet, and the average townhome lot size is 3,036 square feet. The proposed overall gross density of the project is 8.40 dwelling units per acre, with a net density of 12.54 du/acre. The development has a variety of single-family lot widths (36, 64, 74, 80 and 90 feet) and depths of 95 to 123 feet to accommodate different house plans and resident lifestyles. The development proposes 26 rear- load townhomes lots and 9 front-load townhome lots. All townhomes will have two-car garages and provide for a 20'x20' parking pad in front of the garage. The townhome lot widths vary from 24 to 34 feet and the depths are 98 to 108 feet. A phasing plan for the project has been provided with the application,reflecting four phases. The applicant respectfully requests phasing flexibility to adjust the number of lots, combination of lots and number of phases to reflect changing market conditions. Multi-Family and Daycare Development: The development has a multi-family component consisting of 7.83 acres, or approximately 20 percent of the project. The multi-family is a good transition from the neighborhood commercial and civic uses located on the west side of S. Hillsdale Avenue. The applicant proposes 12 apartment buildings which are three-story. Ten of the structures are smaller 12-unit buildings, with only two larger buildings accommodating 24 units. The placement of the buildings has been modulated to orient the end of structures along S. Hillsdale Avenue to provide visual interest and reduce monotony. The two larger 24-unit buildings are internalized within the project. An entrance collector roadway separates the two multi-family areas with a 20-foot-wide landscape buffer and detached sidewalks. A clubhouse, pool facility and tot lot are located along the entrance collector roadway, providing an open and inviting entrance into the multi-family area. A daycare facility has been incorporated into the multi-family area north of the entrance collector to provide a neighborhood commercial component that complements the development and provides essential services to residents of the entire Centerville community. A playground area and picnic area are provided within the northern portion of the multi-family area. Pedestrian pathways link the amenities to the eastern portion of the project. Multi-Family Site Data: (North Portion) Total Number of Dwelling Units: 108 - (12) One-Bedroom Units and(96) Two-Bedroom Units Required Parking Spaces: 210 (108 Covered Spaces) Parking Spaces Provided: 214 (108 Covered Spaces and 9 Handicap Spaces) Open Space Required: 250 SF x 108 Units: 0.62 acre (South Portion) Total Number of Dwelling Units: 60 Two-Bedroom Units Required Parking Spaces: 120 (60 Covered Spaces) Parking Spaces Provided: 144 (60 Covered Spaces and 6 Handicap Spaces) Open Space Required: 250 SF x 60 Units: 0.34 acre Total Open Space Required for the 168 Multi-family Units: 0.96 acre Total Open Space Provided: 1.19 acres Daycare Lot: Total Lot Area: 0.46 or 1.18 percent Parking Spaces Provided: 8 spaces Sewer and Water Facilities: The development is currently serviceable with central sewer and water by the City of Meridian. The property lies within Pressure Zone 4 and has access to two 12-inch water mains. The existing water mains are located within E. Amity Road and S. Hilldale Avenue, thereby providing for redundant service. The property lies within the South Black Cat Sewer Trunk Shed and is intended to sewer into a proposed 8-inch sewer main located on the north side of E. Amity Road and west into the 8-inch sewer main in S. Hillsdale Avenue. Meridian Public Works staff indicates sewer and water capacities exist for service of the development. Transportation: S. Eagle Road and E. Amity Road are designated as residential arterials on the Ada County Highway District Master Street Map. A dual-lane roundabout is under construction at the Amity/Eagle intersection, along with significant widening of Eagle Road to accommodate the proposed Albertson's Commercial Center at the northwest corner. A single-lane roundabout was proposed at the intersection of E. Amity Road and S. Hillsdale Avenue; however, ACHD was unable to acquire additional right-of-way on the north side of Amity to accommodate the improvements. Therefore, a signalized intersection is planned for the Hillsdale and Amity intersection. The applicant will provide an additional 12 feet of right-of-way for a total of 37 feet from centerline along E. Amity Road. The applicant will be required to widen Amity Road to 17 feet from centerline and install a 10-foot-wide detached sidewalk within the landscape buffer. Meridian's Future Land Use Map delineates the E. Amity Road frontage as an entryway corridor. Therefore, a 35-foot-wide landscape buffer is provided along Amity Road. No additional right-of-way was required by Ada County Highway District for S. Hilldale Avenue,which is designated as a mid-mile collector road. The applicant is providing a 20-foot- wide landscape buffer along Hillsdale Avenue as required by the UDC, along with a 5-foot-wide detached sidewalk. The proposed Centerville development has an entrance collector road, E. Hill Park Street, which aligns with the public street to the east within Hill's Century Farm Commercial development. The collector entrance will be tree-lined with detached sidewalks and terminate at the primary open space area. S. Odell Avenue will have an 8-foot-wide landscaped parkway along both sides of the street with detached walks and no front-on housing. The multi-family areas of the project have two aligned approaches to the collector road. A second entrance is proposed to E. Amity Road in alignment with the proposed entrance of Shelburne South Subdivision. These two primary accesses will provide ingress and egress alternatives for the future residents. There are two existing stub streets to the subject parcel from Rockhampton and Howry Lane Subdivisions. Public street connections have been made to W. Macumbo Street and S. Bleachfield Avenue. A circuitous connection has been made to both stub streets to discourage cut-through traffic and slow traffic speeds. The alley-loaded townhomes are integrated into the multi-family area, sharing a 26-foot-wide drive aisle. The local residential street in front of the townhomes will have an 8-foot-wide landscape parkway and 5-foot-wide detached sidewalks. The front-load townhomes are also integrated into the multi-family drive aisles and provide a transition from the Rockhampton collector street to the multi-family dwellings. All proposed streets within the development will be public with a 47-foot-wide right-of-way, a 33-foot-wide street section and a combination of 5-foot-wide attached and detached walks. Traffic Impact Study: A traffic impact study was prepared for the project by CR Engineering, Inc in January 2021. The traffic impact study was approved by Ada County Highway District in May 2021. At buildout in 2025, the Centerville development will generate approximately 2,599, daily net new trips per day —213 trips during the AM peak hour, and 266 trips during the PM peak hour. The estimated distribution of trips on the roadway network is estimated with 70 percent north of the site, 10 percent south of the site, 10 percent westbound and 10 percent eastbound. The proposed full access to E. Amity Road is located approximately 1,010 feet east of S. Hillsdale Avenue and aligns with Shelburne South Subdivision's future entrance. The access meets ACHD Policy Manual standards for spacing and alignment. The Amity Road entrance meets the warrant for an eastbound right-turn lane when the project generates 250 peak hour trips, which is equivalent to full construction of the daycare facility, full build of the 168 multi- family dwellings and the 124 single-family dwellings. The development will meet the warrant for a westbound left-turn lane when the project generates approximately 85 peak hour trips, which is the equivalent to approximately 80 of the 124 single-family dwellings or full build of the 168 multi-family dwelling units. The proposed approach to S. Hillsdale Avenue will be a full movement approach located approximately 310 feet south of the Hillsdale commercial access and in alignment with E. Hill Park Street to the west. S. Hillsdale Avenue is a 25-mile-per-hour collector street and will not require any turn lanes for the proposed project. The S. Eagle Road and E. Amity Road single-lane roundabout is currently being improved to a dual-lane roundabout along with widening of S. Eagle Road north of the roundabout. The intersection of E. Amity Road and S. Hillsdale Avenue currently meets the MUTCD signal Warrant 1 and Warrant 2 with the existing background traffic. However, the intersection meets the ACHD minimum operational threshold as an unsignalized intersection. The intersection by 2025 will operate at a LOS F for the northbound left-turn movement. Therefore, the traffic study recommends installation of a traffic signal in the future which would allow the intersection to operate at a LOS B. The Cloverdale Road and Amity Road intersection was analyzed in the study. At the 2025 build- out and including background traffic, the intersection will operate at a LOS F. The intersection is programmed in the Five-Year Work Plan to be widened/reconstructed as a multi-lane roundabout with two entering and exiting lanes on the Cloverdale Road approaches and one entering and existing lane on the Amity Road approaches. Another option would be to construct right-turn lanes on the southbound and westbound approaches with the existing signal. These improvements would improve operations to LOS D. The estimated site traffic generated as a percentage of the 2025 total traffic volumes at the intersections are as follows: 1. Eagle Road and Amity Road—AM Peak= 5% and PM Peak =4.5% 2. Hillsdale Avenue and Amity Road—AM Peak= 8.9% and PM Peak= 10.2% 3. Cloverdale Road and Amity Road—AM Peak= 3.7% and PM Peak=4.3% 4. Amorita Avenue and Amity Road—AM Peak= 6.5% and PM Peak= 7.9% The site evaluation determined that E. Amity Road between Eagle and Cloverdale Roads should be widened to three lanes to accommodate the background traffic and build-out in 2025. Currently, Amity Road is identified for widening in the ACHD Capital Improvement Plan and is programmed between 2036 and 2040. The analysis recommends ACHD should investigate designating the Amity Road between Eagle and Cloverdale as a Priority Corridor Fund area. This would allow for additional funding to accelerate the widening of the roadway. Irrigation, Drainage and Pressure Irrigation Facilities: The subject property lies within the service area of New York Irrigation District and is under jurisdiction of the Boise Project Board of Control. The property has water rights with the New York Irrigation District. The Cunningham Lateral traverses the southwest corner of the subject property. Construction plans for piping the Cunningham with a 27-inch pipe were submitted and approved by the Boise Project Board of Control. The gravity irrigation plans were also submitted to the Bureau of Reclamation to pipe and relocate the ditch. Approval has been received, and we anticipate piping the Cunningham in the winter of 2021. The Bureau of Reclamation claims a 40-foot-wide easement for the facility and will only allow grass and gravel to be installed within the easement. Therefore, the applicant proposes a compacted gravel multi-use path be installed along the Cunningham Lateral corridor for pedestrian and bicycle access and for maintenance of the facility by the BPBC. A pressure irrigation pump station will be installed along the Cunningham Lateral,providing pressurized irrigation water for the development. The homeowners will be assessed by the HOA for operation and maintenance of the pressure irrigation delivery system. A small drainage ditch is located along the east boundary. The applicant will be piping the ditch, which will be utilized for overflow from the future pressure irrigation pump station. Storm drainage will be retained on site, and any discharge into a wastewater facility will not exceed pre-development flows. Local and collector streets will utilize underground retention facilities within the common areas. All public storm drainage facilities will be designed in accordance with Ada County Highway District and Department of Environmental Quality standards. The private storm drainage for the day care facility and multi-family area will be designed to Meridian Public Works Standards and will be retained on site. A geotechnical report was prepared for the development by Site Consulting, LLC. The geotechnical engineer installed 8 test holes and piezometers to monitor the groundwater levels. No groundwater was encountered at the site at depths of 14 to 15 feet. Amenities: The qualified open space within the development equates to 5.64 acres, or 14.48 percent. This calculation includes the 8-foot-wide landscape parkways along the local streets. The proposed amenities within the project include a 1.93-acre central common area with a plaza, playground equipment,picnic area, gazebo and pathways. A pocket park (0.28-acre) is located at the E. Amity Road entrance and will be improved with a plaza area, public art and a pathway. The project has multiple pedestrian pathways connecting to the adjoining Rockhampton and Howry Lane Subdivisions. A combination of detached sidewalks and pathways provide pedestrian and bicycle paths from south to north and east to west, providing multiple opportunities for residents to walk and exercise within the development. A clubhouse, swimming pool facility,picnic shelter, and two tot lots are provided within the multi-family portion of the project. Two micro- paths are proposed through the townhome area to provide pedestrian interconnectivity. A 35- foot-wide common lot is provided along E. Amity Road and a 20-foot-wide common lot is planned along S. Hillsdale Avenue and along the entrance collector, E. Hill Park Street. Preliminary Plat: Overall Preliminary Plat Data: Total Site Area: 38.95 acres Single-Family Residential Area: 15.80 acres (40.56%) Townhome Area: 2.44 acres (6.26%) Multi-Family Area: 7.83 acres (20.10%) Daycare Area: 0.46 acres (1.18%) Clubhouse/Pool Area: 0.37 acres (0.95%) Right-of-Way Area: 6.12 acres (15.73%) Shared Driveway Area: 0.13 acres (0.33%) Common Area: 5.80 acres (14.89%) Average Single-Family Lot Size: 5,550 square feet Average Townhome Lot Size: 3,036 square feet Single-Family Lots: 124 Townhome Lots: 35 Multi-Family Lots: 2 Daycare Lot: 1 Clubhouse/Pool Lot: 1 Common Lots: 27 Total Buildable Residential Lots: 159 Total Buildable Multi-Family Lots: 2 Total Lots: 190 Gross Residential Density: 8.40 du/ac Net Residential Density: 12.54 du/ac The proposed development includes significant useable open space, a variety of high quality amenities, pathways and diversity with a combination of single-family homes, townhomes, multi-family units and a daycare facility. This mixture of uses is not normally found within a standard subdivision. Challenger Development wants to create a community within the City of Meridian that will complement the surrounding neighborhoods and utilize the South Meridian YMCA and the new Meridian Regional Park. Submitted by: ENGINEERING SOLUTIONS, LLP Becky McKaVPartner and Chie lanner ADA COUNTY RECORDER Christopher D. Rich 2016-122317 BOISE IDAHO Pgs=2 NIKOLA OLSON 12/16/2016 04:15 PM Fidelity National Title FIDELITY NATIONAL TITLE - BOISE $13.00 Escrow No.: 34601601515-PA WARRANTY DEED FOR VALUE RECEIVED Mamie Investment Company, LLC GRANTOR(S), does(do) hereby GRANT, BARGAIN, SELL AND CONVEY unto: Endurance Holdings, LLC, an Idaho Limited Liability Company GRANTEE(S), whose current address is: 1977 E Overland Rd, Meridian, ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows, to wit For APN/ParcellD(s) : RR3035680100 and R3035680200 A portion of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision (Book 12 of Plats at Pages 5900 & 5901 , Records of Ada County, Idaho) situated in the Northwest quarter of the Northeast quarter of Section 33, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the North quarter-section corner of Section 33, Township 3 North, Range 1 East, Boise Meridian; thence South 89014'44" East, 133022 feet along the North line of the Northwest quarter of the Northeast quarter to the Northeast comer of the Northwest quarter of the Northeast quarter; thence South 00"22'10" West, 733.26 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision, the West boundary of Rockhampton Subdivision (Book 78 of Plats at Pages 8245 through 8247, Records of Ada County, Idaho), and the West boundary of Rockhampton Subdivision No. 2 (book 80 of Plats at Pages 8632 & 8633, Records of Ada County, Idaho) to the POINT OF BEGINNING: thence Continuing South 00°22' 10" West, 590.89 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision, and the West boundary of Rockhampton Subdivision No. 2 to the Southeast comer of the Northwest quarter of the Northeast quarter and the Southeast comer of Garoutte Acres Subdivision; thence North 89"27'31 " West, 881 .81 feet along the South line of the Northwest quarter of the Northeast quarter and the South boundary of Garoutte Acres Subdivision to the Southwest corner of Garoutte Acres Subdivision; thence '.. North 00017'45" East, 594, 17 feet along the West boundary of Garoutte Acres Subdivision; '.. thence Deed (warranty) Printed: 12.15.16 Q 03:1 B PM by PA IDD1052.doo / Updated: 0525.16 Page 1 ID-FT-MA-03460.214959-346D16015i5 i nZC�f1 d El Ctx1 �J eFidelitY National Title In I° tr Simnlifiln. r, m 800.460.5697 Escrow No. : 34601601515-PA WARRANTY DEED FOR VALUE RECEIVED Mamie Investment Company, LLC GRANTOR(S), does(do) hereby GRANT, BARGAIN , SELL AND CONVEY unto: Endurance Holdings, LLC, an Idaho Limited Liability Company GRANTEE(S), whose current address is: 1977 E Overland Rd, Meridian, ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows, to wit: For APN/Parcel ID(s) : RR3035680100 and R3035680200 A portion of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision (Book 12 of Plats at Pages 5900 & 5901 , Records of Ada County, Idaho) situated in the Northwest quarter of the Northeast quarter of Section 33 , Township 3 North , Range 1 East, Boise Meridian , Ada County, Idaho, and being more particularly described as follows: Commencing at the North quarter-section corner of Section 33, Township 3 North , Range 1 East, Boise Meridian ; thence South 89014'44" East, 1330.22 feet along the North line of the Northwest quarter of the Northeast quarter to the Northeast corner of the Northwest quarter of the Northeast quarter; thence South 00'22' 10" West, 733.26 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision, the West boundary of Rockhampton Subdivision (Book 78 of Plats at Pages 8245 through 8247, Records of Ada County, Idaho), and the West boundary of Rockhampton Subdivision No. 2 (book 80 of Plats at Pages 8632 & 8633, Records of Ada County, Idaho) to the POINT OF BEGINNING : thence Continuing South 00022' 10" West, 590, 89 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision , and the West boundary of Rockhampton Subdivision No. 2 to the Southeast corner of the Northwest quarter of the Northeast quarter and the Southeast corner of Garoutte Acres Subdivision ; thence North 89°27'31 " West, 881 , 81 feet along the South line of the Northwest quarter of the Northeast quarter and the South boundary of Garoutte Acres Subdivision to the Southwest corner of Garoutte Acres Subdivision ; thence North 00017'45" East, 594, 17 feet along the West boundary of Garoutte Acres Subdivision ; thence Deed (Waranty) Printed: 12.15.16 @ 03:18 PM by PA IDD1052.doe / Updated: 05.25.16 Page 1 ID-FT-FXEA-03460.214959-34601601515 WARRANTY DEED (continued) South 89° 14'44" East, 882, 59 feet parallel with the North line of the Northwest quarter of the Northeast quarter to the POINT OF BEGINNING. TO HAVE AND TO HOLD the said premises , with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements , (if any) of record , and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, the undersigned have executed this document on the date(s) set forth below. Effective this 16th day of December, 2016, Mamie Investment Company, BY: � Matt & Brasher Member STATE OF Idaho, COUNTY OF Ada, -ss. On this ib day of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Matt S Brasher, known or identified to me to be the person whose name is subscribed to the within instrument, as the Member of Mamie Investment Company, LLC, a LimitedLiabilityCompany and acknowledged to me that he executed the same as such Member. Signature: Name: Residing: Men ian Idaho Residing at: 6/02/2018 My Commission Expires: (SEAL) Deed (Wartanty) Printed: 12.15.16 @ 03: 18 PM by PA IDD1052.doc ! Updated: 05.25.16 Page 2 ID-FT-FXEA-03460.214959-34601601515 I i ADA COUNTY RECORDER Chnstopher D. Rich 2018-058223 BOISE IDAHO Pgs=3 NI KOLA OLSON 06/22/2018 03 :37 PM OFidelity National Title FIDELITY NATIONAL TITLE - BOISE $15.00 Escrow No. : 34601808320-PA WARRANTY DEED FOR VALUE RECEIVED Mamie Investment Company, LLC GRANTOR(S) , does(do) hereby GRANT, BARGAIN, SELL AND CONVEY unto: Endurance Holdings, LLC, an Idaho Limited Liability Company GRANTEE(S), whose current address Is: 1977 E Overland Rd, Meridian, ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows, to wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF TO HAVE AND TO HOLD the said premises , with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made , suffered or done by the Grantee (s); and In reservations, restridkins ,4.., Ilrrati..n. m=m.n . r:abts ci vaay and agrtiou :r, „ s (if ally) of record, and npnpml taxes and assessments , (lnrinding irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, the undersigned have executed this document on the date(s) set forth below. 4J Effective this day of June, 2018 . Mamie Investment Company, LLC BY: / �/' att Sher Member Deed (Warranty) Printed: 06.22.18 @ 12:44 PM by PA IDD1052.dwc Updated: 05.25. 16 Page 1 ID.FT-FXEA-03460.21435&3460180a320 L • Fidelity National TYtle �I a of ti a i300 i 4 dE ().�G57 '+ dam Ili@P co0i _ . Escrow No . : 34601808320-PA WARRANTY DEED FOR VALUE RECEIVED Mamie Investment Company, LLC GRANTOR(S), does(do) hereby GRANT, BARGAIN , SELL AND CONVEY unto: Endurance Holdings , LLC , an Idaho Limited Liability Company GRANTEE(S), whose current address is: 1977 E Overland Rd , Meridian , ID 83642 the following described real property in Ada County, Idaho , more particularly described as follows, to wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF TO HAVE AND TO HOLD the said premises , with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises ; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s ); and subject to reservations , restrictions , dedications , easements , rights of way and agreements, (if any) of record , and general taxes and assessments , (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF , the undersigned have executed this document on the dates) set forth below. Effective this ?'L day of June , 2018 . Mamie Investment Company, LLC BY: Matt fisher Member i Deed (Warranty) Printed: 06.22.18 @ 12:44 PM by PA ID01052,docl Updated: 05.25.16 Page 1 ID-FT-FXEA-03460.214959-34601808320 WARRANTY DEED (continued ) STATE OF Idaho, COUNTY OF Ada , -ss. On this 2Z- day of a 2018 , before me , the undersigned , a Notary Public in and for said State, personally appeared Matt S Brasher, known or identified to me to be the person whose name is subscribed to the within instrument, as the Member of Mamie Investment Company, LLC , a Limited LiabilityCompany and ® ®®°, acknowledged to me that he executed the same as such Member. ILL ® qp Signature : c.. - Name : NO ® 7 " Residing at: Residing im Meridian, Idaho My Commission Expires : Expirallom 0610212022 (SEAL) ®® � ®o ®e'+®pDAK�eeee ee�ee i Deed (Warranty) Printed: 06.22. 18 @ 12:44 PM by PA IDD 1052,doc / Updated: 05.25. 16 Page 2 ID-FT-FXEA-03460.214959-34601808320 EXHIBIT "A" Legal Description Far APN(Parcel ID(s) • R3035680110 and R3035680210 A portion of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision (Book 12 of Plats at Pages 5900 and 5901 , records of Ada County, Idaho) situated in the Northwest quarter of the Northeast quarter of Section 33, Township 3 North , Range 1 East, Boise Meridian , Ada County, Idaho, and being more particularly described as follows: Commencing at the North quarter-section corner of Section 33, Township 3 North , Range 1 East, of Boise Meridian ; thence S 89° 14'44" E , 1330 .22 feet along the North line of the Northwest quarter of the Northeast quarter to the Northeast corner of the Northwest quarter of the Northeast quarter; thence S 00'22' 10" W , 30 ,00 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision to the South right of way line of E Amity Road , the POINT OF BEGINNING: thence continuing S 00022' 10" W , 703,26 feet along the East line of the Northwest quarter of the Northeast quarter, the East boundary of Garoutte Acres Subdivision , the West boundary of Rockhampton Subdivision (Book 78 of Plats at Pages 8245 through 8247 , records of Ada County, Idaho) , and the West boundary of Rockhampton Subdivision No. 2 (Book 80 of Plats at Pages 8632 and 8633, records of Ada County, Idaho); thence North 89014'44" W , 882 . 59 feet parallel with the North line of the Northwest quarter of the Northeast quarter to the boundary of Garoutte Acres Subdivision ; thence N 00017'45" E , 222 ,74 feet along the boundary of Garoutte Acres Subdivision; thence N 89014'44" W , 246, 90 feet along the boundary of Garoutte Acres Subdivision ; thence N 00019'12" E , 480 ,53 feet to the boundary of Garoutte Acres Subdivision to the South right of way line of E Amity Road ; thence S89014'44" E , 1130 , 19 feet along the South right of way line of E Amity Road to the POINT OF BEGINNING . I Deed (Warranty) Printed: 06.22. 18 @ 12:44 PM by PA IDD1052.doo I Updated: 05,25. 16 Page 3 ID-FT-FXEA-03460.214959-34601808320 ADA COUNTY RECORDER Christopher D. Rich 2017 -042576 BOISE IDAHO Pgs=2 LISA BATT 05/12/2017 01 :29 PM Fidelity National Title FIDELITY NATIONAL TITLE - BOISE $ 13,00 Escrow No. : 34601602038-NB WARRANTY DEED FOR VALUE RECEIVED Margaret M Hill , an unmarried woman GRANTOR(S ) , does(do) hereby GRANT , BARGAIN , SELL AND CONVEY unto: Viper Investments LLC, an Idaho Limited Liability Company GRANTEE(S), whose current address is: 1977 E Overland Rd , Meridian, ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows , to wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s ), that Grantor(s) is/are the owner(s ) in fee simple of said premises ; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations , restrictions , dedications , easements, rights of way and agreements , (if any) of record , and general taxes and assessments , (Including irrigation and utility assessments , if any) for the current year, which are not yet due and payable , and that Grantor(s ) will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF , the undersigned have executed this document on the date(s) set forth below. Effective this 12th day of May, 2017 . Marga�l i STATE OF Idaho, COUNTY OF Ada , -ss . On this /`day of 2017 , before e, t undersigned , a Notary Public In and for said State, personal) a pearie;'Margar ill known 0 identi red me to be the person whose name is subscribed to the within trum t d ackno 1 ged to a th t he/8 hey executed the same . ,vt r 1 Signature : �; / SOgLAU00 Name: - VC�—� ct � �t Residing at: xyc My Commission Expires: (SEAL) (n Boise, Idaho y'•,• 4 J t¢ Residing ' • .. .S. �4 Expiration Date: 11 /12/2022;,, �P 000�* Deed (Warranty) Printed: 05,10, 17 @) 10:33 AM by NB '.. ID01052.doc / Updated: 05.25, 16 Page 1 ID-FT-FXEA-03460.595168-34601602038 Reco� ed Elec l ` Fidelity National 'M ID I- y _ �1 County.,.. Date 1 Escrow No. : 34601602038-NB Slmpli(il .cam 800oJ60,d60.5659 WARRANTY DEED FOR VALUE RECEIVED Margaret M Hill , an unmarried woman GRANTOR(S), does(do) hereby GRANT , BARGAIN , SELL AND CONVEY unto: Viper Investments LLC , an Idaho Limited Liability Company GRANTEE(S ) , whose current address is : 1977 E Overland Rd , Meridian , ID 83642 the following described real property in Ada County, Idaho, more particularly described as follows , to wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF TO HAVE AND TO HOLD the said premises , with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s ) in fee simple of said premises ; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made , suffered or done by the Grantee(s ); and subject to reservations , restrictions , dedications , easements , rights of way and agreements , (if any) of record , and general taxes and assessments , (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable , and that Grantor(s ) will warrant and defend the same from all lawful claims whatsoever, IN WITNESS WHEREOF, the undersigned have executed this document on the date(s) set forth below. Effective this 12th day of May, 2017 . Margare. M Hill STATE OF Idaho, COUNTY OF Ada , -ss . On this day of 2017 , before, me, the undersigned, a Notary Public in and for said State, personally appeared 'Margaret Hill known or identified to me to be the person whose name is subscribed to the within insstrurr t and acknowl ged to me th t he/she/they executed the same . { � A, i I? Signature : Name : Residing at: My Commission Expires: ® ' r (SEAL) Residing in Ec ire , Idaho / m Expiration DaW 11 /12/202 �1 P Deed (Warranty) Printed: 05.10. 17 @ 10:33 AM by NB IDD1052.doc / Updated: 05,25. 16 Page 1 ID-FT-FXEA-03460.595168-34601602038 EXHIBIT "A" Legal Description For APN/Parcel ID(s) • S1133120700 A tract of land situate in a portion of the Northwest 1 /4 of the Northeast 1 /4 of Section 33 , Township 3 North , Range 1 East, Boise Meridian , Ada County, Idaho, more particularly described as follows : Commencing at the North 1 /4 corner of Section 33 , Township 3 North , Range 1 East, marked by a found brass cap monument; thence South 89048'00" East along the north line of the Northeast 1 /4 of Section 33 , a distance of 20 ,00 feet to a set 1 /2" iron pin L.S . 4108 , the Real Point of Beginning ; thence continuing along the north line of the Northeast 1 /4, South 89048'00" East, a distance of 180 .00 feet; thence South 00° 13'45" East, a distance of 510 , 53 feet to a set 1 /2" iron pin L. S . 4108; thence South 89048'00" East and parallel with the north line of the Northeast 1 /4, a distance of 246 ,90 feet to a set 1 /2" iron pin L . S . 4108 ; thence South 00015' 13" East, a distance of 816 . 81 feet to a point on the south line of the Northwest 1 /4 of the Northeast 1 /4 and marked by a set 5/8" iron pin and aluminum cap monument L. S . 4108; thence South 89059'21 " West and along the south line of the Northwest 1 /4 of the Northeast 1 /4 , a distance of 427 , 24 feet to a point being 20 ,00 feet east of the North/South mid-section line and marked by a set 1 /2" iron pin L. S . 4108 ; thence North 00° 13'45" West, 20. 00 feet east of and parallel with the North/South mid-section line, a distance of 1328 ,91 feet to the Point of Beginning . Deed (Warranty) Printed: 05.10.17 @ 10:33 AM by NB IDD 1052,doc / Updated: 05.25. 16 Page 2 ID-FT-FXEA-03460.595168-34601602038 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ss COUNTY OF ADA ) I, Corey D. Barton, Member of Endurance Holdings LLC and Viper Investments LLC, 1977 E. Overland Road, Meridian, Idaho 83642, being first duly sworn, upon oath, depose and say: I. That I am the record owner of the property described on the attached, and permission is granted to: Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. City of Meridian staff is hereby granted permission to enter the subject property for the purpose of site inspections related to processing said application(s). 1�// Dated this day of , 2021. (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. EGCA L.M� i Y PUB'• �'''• Not Public for Ida o MY COMMISSION — Residing at: EXPIRES 8-1 6-2(?24 ; _ My Commission Expires: o • %N NUM� � 11111111 N. e � �L T FF FFO F,p 9� op- E. AMITY ROAD E. AMITY ROAD w Q w Q o 0 0 Q J � J cif = Q W cli CD E. HILL PARK ST. >� w of U V7 MVP (n i W.ROCKHAMPTON ST. WpV 5 T �ycy 9g� 0 PRELIMINARY PLAT CENTERVILLE SUBDIVISION 1" = 800' LOCATED IN THE NE a OF SECTION 33, T.3N., R.1 E., B.M. ADA COUNTY, IDAHO 06-25-21 Legal Description Centerville Subdivision — Annexation A parcel being the NW'/4 of the NE %of Section 33, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: BEGINNING at a Brass Cap monument marking the northwest corner of said NW %4 of the NE %4, from which an Aluminum Cap monument marking the northwest corner of the of said Section 33 bears N 89'15'18" W a distance of 2660.59 feet; Thence along the northerly boundary of said NW%of the NE %4 S 89014'44" E a distance of 1330.22 feet to a point marking the northeast corner of said NW%4 of the NE %4; Thence along the easterly boundary of said NW%of the NE %S 0022'10" W a distance of 1324.15 feet to a point marking the southeast corner of said NW%4 of the NE '/4; Thence along the southerly boundary of said NW%of the NE % N 89027'31" W a distance of 1329.05 feet to a point marking the southwest corner of said NW%of the NE %; Thence along the westerly boundary of said NW%of the NE % N 0°19'12" E a distance of 1329.10 feet to the POINT OF BEGINNING. This parcel contains 40.49 acres and is subject to any easements existing or in use. Clinton W. Hansen, PLS oNPL LA iV0Land S June 24,12021s, PC � �<1 S T ER G�� Elf 1/ 9TF 0 F TCN W NP Centerville Subdivision �J- Job No.20- Land Surveying and Consulting Page 1 of 1 1 CENTERVILLE SUBDIVISION - ANNEXATION EXHIBIT THE NW%OF THE NE '/4 OF SECTION 33, T3N, R1 E, BM, ADA COUNTY, IDAHO BASIS OF BEARING POINT OF E. AMITY ROAD 29 28 N89*15'18"w 28 BEGINNING E 1 1s _ S89°14 44„E 1330.22 / 1330.22' A28 27 32 33 2660.59' 331/4 S89'14'44"E 33 34 Lq a zCA o a N �N O m wN ova V "< IN (n O =w � � O) o CV — I� N N) TOTAL ANNEXATION AREA = 40.49 ACRES E. HILL PARK ST. Lu _ z O 2 N YS N— o0 m S j Z O N J Z N J� 6 O =U O� U d Z SO ¢o r 5 Y U� W N N CN 1/16 - - N89°27'31"W 1329.05' NE 1/1s SUBDIVISION N0. 1 HOWRI LANE SUBDI SION N0. 2 cm (m N i � ol� C 1/4 \�Np1.LA Nis 5 S ,P O a 11118 cl �',,Ob1zy(zl �� 9TF SOP�<v LLa:nq?1Utjff"ons eying and Consulting 0' 150' 300' 600' 7i 0 F 231 E.STH ST.,STE.A TO/y W° N� MERIDIAN,ID 83642 (208)288-2040 (208)288-2557 fax www.landsolutions.biz JOB NO. 20-t6 Data and Deed Call Listing of File: 20-16 Centerville Subdivision - Annexation Legal Description.des Tract 1: 40.494 Acres: 1763899 Sq Feet:Closure=n69.0651e 0.00 Feet: Precision>1/999999: Perimeter=5313 Feet 001=s89.1444e 1330.22 002=s0.2210w 1324.15 003=n89.273lw 1329.05 004=n0.1912e 1329.10 Legal Description Centerville Subdivision - R15 and R8 Rezone Parcels being portions of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision as shown in Book 60 of Plats on Pages 5900 through 5901, records of Ada County, Idaho, and the NW %4 of the NE % of Section 33, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows:. R15 REZONE BEGINNING at a Brass Cap monument marking the northwest corner of said NW 1/4 of the NE %, from which an Aluminum Cap monument marking the northwest corner of the of said Section 33 bears N 89'1518" W a distance of 2660.59 feet; Thence along the northerly boundary of said NW%4 of the NE '/4 S 89°14'44" E a distance of 870.32 feet to a point; Thence leaving said northerly boundary S 0047'14" W a distance of 174.00 feet to a point; Thence S 6°25'57" E a distance of 47.37 feet to a point; Thence S 0'45'16" W a distance of 95.00 feet to a point; Thence S 89°14'44" E a distance of 179.00 feet to a point; Thence S 0°45'16" W a distance of 731.29 feet to a point; Thence N 89o1444" W a distance of 459.40 feet to a point; Thence S 81°43'35" W a distance of 16.72 feet to a point; Thence a distance of 7.71 feet along the arc of a 347.00 foot radius non-tangent curve right, said curve having a central angle of 1016'25" and a long chord bearing S 7038'12" E a distance of 7.71 feet to a point; Thence S 0°08'44" W a distance of 79.75 feet to a point; Thence N 89°14'44" W a distance of 47.00 feet to a point; Thence a distance of 33.05 feet along the arc of a 67.00 foot radius non-tangent curve left, said curve having a central angle of 28°16'00" and a long chord bearing S 13°22'44" E a distance of 32.72 feet to a point; Thence N 89'14'44" W a distance of 88.12 feet to a point; Thence S 0°45'16" W a distance of 158.39 feet to a point on the southerly boundary of said NW'/4 of the NE '/4; Thence along said southerly boundary N 89°27'31" W a distance of 444.00 feet to a point marking the southwest corner of said NW%4 of the NE %4; Thence along the westerly boundary of said NW%4 of the NE %4 N 0°19'12" E a distance of 1329.10 feet to the POINT OF BEGINNING. This parcel contains 27.14 acres and is subject to any easements existing or in use. L4 olutj ns Centerville Subdivision Job No.20- —Land Surveying and Consulting Page 1 of 2 2 R8 REZONE Commencing at a Brass Cap monument marking the northwest corner of said NW %4 of the NE %4, from which an Aluminum Cap monument marking the northwest corner of the of said Section 33 bears N 89'15'18" W a distance of 2660.59 feet; Thence along the northerly boundary of said NW%of the NE %4 S 89°14'44" E a distance of 870.32 feet to the POINT OF BEGINNING; Thence continuing along said northerly boundary S 89°14'44" E a distance of 459.90 feet to a point marking the northeast corner of said NW%of the NE %4; Thence along the easterly boundary of said NW'/4 of the NE %S 0022'10" W a distance of 1324.15 feet to a point marking the southeast corner of said NW'/4 of the NE %4; Thence along the southerly boundary of said NW%of the NE '/4 N 89°27'31" W a distance of 885.05 feet to a point; Thence leaving said southerly boundary N 0°45'16" E a distance of 158.39 feet to a point; Thence S 89°14'44" E a distance of 88.12 feet to a point; Thence a distance of 33.05 feet along the arc of a 67.00 foot radius non-tangent curve right, said curve having a central angle of 28°16'00" and a long chord bearing N 13°22'44" W a distance of 32.72 feet to a point; Thence S 89014'44" E a distance of 47.00 feet to a point; Thence N 0008'44" E a distance of 79.75 feet to a point; Thence a distance of 7.71 feet along the arc of a 347.00 foot radius curve left, said curve having a central angle of 1016'25" and a long chord bearing N 7'38'12" W a distance of 7.71 feet to a point; Thence N 81°43'35" E a distance of 16.72 feet to a point; Thence S 89°14'44" E a distance of 459.40 feet to a point; Thence N 0045'16" E a distance of 731.29 feet to a point; Thence N 89014'44" W a distance of 179.00 feet to a point; Thence N 0045'16" E a distance of 95.00 feet to a point; Thence N 6025'57" W a distance of 47.37 feet to a point; Thence N 0047'14" E a distance of 174.00 feet to the POINT OF BEGINNING. ONp,L LANDS exi sting parcel containsuse. 13.35 acres and is subject to any easements S��G T FR GAL m Clinton W. Hansen, PLS a 11118 Land Solutions, PC June 24, 2021 X. 9�F OF \�P 5� � N W NPR L i oiut!ons Centerville Subdivision Job No.20-16 k,__,­-"Land Surveying and Consulting Page 2 of 2 CENTERVILLE SUBDIVISION - REZONE EXHIBIT THE NW 1/4 OF THE NE '/4 OF SECTION 33, T3N, R1 E, BM, ADA COUNTY, IDAHO BASIS OF BEARING E. AMITY ROAD 29 28 N89'15'18"W 28 1/4 S89'14'44"E 1330.22' E 1/16 1330.22' 28 27 32 33 2660.59' 33 870.32' 459.90' S89'14'44"E 33 34 o I POINT OF L aBEGINNING POINT OF J R15 ZONE BEGINNING W 1a a R8 ZONE J o z z J z vi N V) L4 0 0 �21m xo J n� N C) N =w �_ o cV d — c� M CV R-15 ZONE AREA=27.14 ACRES a, E. HILL PARK ST. w C-4 r\ o to o =o O S? 1 C) VO J Z 53 Y� J� L5 459.40' L7 CD N89'14'44"W R-8 ZONE pm s L8 �' AREA=13.35 ACRES CD r S J O— W 444.00' 885.05' N CN 1/16 - - N89'27'31"W 1329.05' NE 1/16 4p SUBDIVISION NO. 1 HOYR LANE SUBDII SION IN 2 J r- o — — a, CV o l'r' LINE TABLE CURVE TABLE LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD L1 174.00' SO'47'14"W C1 7.71' 347.00' 1'16'25" S7'38'12"E 7.71' C 1/4 L2 47.37' S6'25'57"E C2 33.05' 67.00' 28'16'00" S13'22'44"E 32.72' \ONp,LLANOs L3 95.00' SO'45'16"W S %S T ER G.QL L4 179.00' S89'14'44"E O t' L5 16.72' S81'43'35"W a- 11 1 8 � L6 79.75' SO'08'44"W Nj()G t4 N �O = L7 47.00' N89'14'44"W '9 P 0 F �� �5� L8 88.12' N8914'44"W ON W. NP L9 158.39' SO'45'16'WLan fwations 0' 150' 300' 600' Land Surveying and Consulting 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 (208)288-2040 (2 08)288-2557 fax www.landsolutions.biz JOB NO.20-16 Data and Deed Call Listing of File: 20-16 Centerville Subdivision - Rezone Legal DescriptionsAxt Tract 1: 13.353 Acres: 581659 Sq Feet:Closure=n36.1258e 0.00 Feet: Precision=1/975807: Perimeter=4786 Feet 001=s89.1444e 459.90 002=s0.2210w 1324.15 003=n89.273lw 885.05 004=n0.4516e 158.39 005=s89.1444e 88.12 006: R=67.00,Delta=28.1600 Rt Bng=nf3.2244w,Chd=32.72 007=s89.1444e 47.00 008=n0.0844e 79.75 009:Lt,R=347.00,Delta=1.1625 Bng=n7.3812w,Chd=7.71 010=n81.4335e 16.72 011=s89.1444e 459.40 012=n0.4516e 731.29 013=n89.1444w 179.00 014=n0.4516e 95.00 015=n6.2557w 47.37 016=n0.4714e 174.00 Data and Deed Call Listing of File: 20-16 Centerville Subdivision - Rezone Legal DescriptionsAxt Tract 1: 27.140 Acres: 1182238 Sq Feet:Closure=s27.4538w 0.00 Feet: Precision>1/999999: Perimeter=4760 Feet 001=s89.1444e 870.32 002=s0.4714w 174.00 003=s6.2557e 47.37 004=s0.4516w 95.00 005=s89.1444e 179.00 006=s0.4516w 731.29 007=n89.1444w 459.40 008=s81.4335w 16.72 009:Rt,R=347.00,Delta=1.1625 Bng=s7.3812e,Chd=7.71 010=s0.0844w 79.75 011=n89.1444w 47.00 012:Lt,R=67.00,Delta=28.1600 Bng=s13.2244e,Chd=32.72 013=n89.1444w 88.12 014=s0.4516w 158.39 015=n89.2731w 444.00 016=n0.1912e 1329.10 Legal Description Centerville Subdivision — Preliminary Plat A parcel being Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision as shown in Book 60 of Plats on Pages 5900 through 5901, records of Ada County, Idaho, and a portion of the NW'/4 of the NE %4 of Section 33, Township 3 North, Range 1 East, Boise Meridian, and more particularly described as follows: Commencing at a Brass Cap monument marking the northwest corner of said NW %4 of the NE '/4, from which an Aluminum Cap monument marking the northeast corner of the NE '/4 of said Section 33 bears S 89°14'44" E a distance of 2660.44 feet; Thence along the northerly boundary of said NW%4 of the NE/14 S 89014'44" E a distance of 20.00 feet to a point; Thence leaving said northerly boundary S 0'19'12" W a distance of 37.00 feet to a point on the southerly right-of-way of E. Amity Road as shown in Instrument No. 2017-093101, records of Ada County, Idaho, and the POINT OF BEGINNING; Thence along said southerly right-of-way S 89°14'44" E a distance of 180.01 feet to a point on the westerly boundary of said Garoutte Acres Subdivision; Thence along said westerly boundary N 0019'12" E a distance of 7.00 feet to a point marking the northwest corner of said Lot 1 of Block 1 of Garoutte Acres Subdivision; Thence along the northerly boundary of said Lots 1 and 2 of Block 1, also being the southerly right-of-way of E. Amity Road, S 89°14'44" E a distance of 1130.19 feet to a point marking the northeast corner of said Lot 2 of Block 1; Thence along the easterly boundary of said Lot 2 of Block 1, also being the easterly boundary of said NW '/4 of the NE '/4, the westerly boundary of Rockhampton Subdivision as shown in Book 78 of Plats on Pages 8245 through 8247, the westerly boundary of Rockhampton Subdivision No. 2 as shown in Book 80 of Plats on Pages 8632 through 8633, and the westerly boundary of Rockhampton Subdivision No. 4 as shown in Book 81 of Plats on Pages 8816 through 8817, records of Ada County, Idaho, S 0'22'10" W a distance of 1294.15 feet to a point marking the southeast corner of said Lot 2 of Block 1 and the southeast corner of said NW%of the NE %-1 Thence along the southerly boundary of said NW 1/4 of the NE %, also being the northerly boundary of Howry Lane Subdivision No. 2 as shown in Book 114 of Plats on Pages 16817 through 16824, and the northerly boundary of Howry Lane Subdivision No. 1 as shown in Book 112 of Plats on Pages 16284 through 16291, records of Ada County, Idaho, N 89°27'31" W a distance of 1309.05 feet to a point on the easterly right-of-way of S. Hillsdale Avenue; Thence along said easterly right-of-way N 0°19'12" E a distance of 1292.02 feet to the POINT OF BEGINNING. This parcel contains 38.95 acres and is subject to any easements NPR LA Np existing or in use. CD \S T F SG� Z_ 0 Clinton W. Hansen, PLS a 1 1 8 Ox Land Solutions, PC September 23, 2020 C) y`�� Z3 Zo = `�ti TF 0 F IO 4e, TG N W \A Centerville Subdivision ��- Land Surveying and Consulting Job No.20-16 Page 1 of 1 From: Becky McKay To: Shari Stiles Subject: FW:Centerville Subdivision TIS Review 2-Acceptance Email Date: Thursday,July 1,2021 2:16:40 PM ENGINEERING SOLUTIONS ---------- Forwarded message --------- From: Paige Bankhead <pbanl<headCcDachdidaho.org> Date:Tue,Jan 12, 2021 at 3:03 PM Subject: RE: Centerville Subdivision TIS Review 2 To: Chhang Ream <chh ream(@gmail.com> Cc: Bill Parsons<bparsons(@meridiancity.org> HI Chhang, Thanks for the additional information that you provided. I just want to confirm, when you say 380 vph during the PM peak hour in the below in reference to Cloverdale/Amity for the 2025 background traffic analysis, you mean that the intersection will need to be improved when 380 trips are added in the PM peak hour at the intersection, correct? • The intersection is anticipated to exceed nummum operational thresholds and tnggem nutigation umproxevoents by 2023 with an additional backgrround traffic increase of apprrkxiluately 380 vph during the Phi peak hour beyond 2020 existing traffic volumes o Traffic count&should be recollected in the future to verify traffic growth and tinprovement needs If so, ACHD finds the TIS acceptable. When you submit your application, can you submit an updated final TIS that includes the revisions you submitted in the attached Executive Summary and the updated table in comment 1 attached? That way it will be clear for us to follow when we write the staff report. Please also note if turn lanes are warranted on Hillsdale Avenue at the site access (Hill Park Street) in the Executive Summary. Thank you, Paige Bankhead, E.I. Planner III Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 ACHD 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. From: Paige Bankhead Sent: Friday,January 08, 2021 12:05 PM To: Chhang Ream <chh ream(.__gmail.com> Cc: Aimee Loudenslager<Aloudenslager(@achdidaho.org> Subject: RE: Centerville Subdivision TIS Review 2 Hi Chhang, We should have comments to you by the middle of next week. Have a great weekend, Paige Bankhead, E.I. Planner III Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 ';W 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. From: Chhang Ream <chh ream(@Rmail.com> Sent:Thursday,January 07, 2021 2:06 PM To: Paige Bankhead <pbankhead(@achdidaho.org> Cc: Aimee Loudenslager<Aloudenslager(@achdidaho.org> Subject: Re: Centerville Subdivision TIS Review 2 [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, I'm checking to see if ACHD has any additional comments on the TIS. Thank you. Chhang On Tue, Dec 8, 2020 at 9:40 AM Paige Bankhead <pbankhead(@achdidaho.org>wrote: Thankyou! From: Chhang Ream <chhream(@gmail.com> Sent: Monday, December 07, 2020 5:26 PM To: Paige Bankhead <pbankheadCcDachdidaho.org> Cc:Aimee Loudenslager<AloudenslagerCcDachdidaho.org> Subject: Re: Centerville Subdivision TIS Review 2 [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, Thank you for going over the review comments with us last week. We've revised the TIS report addressing ACHD review comments and would like to make sure we addressed the major items and provide staff the necessary information. Please find attached the Executive Summary for your review and comment. We would greatly appreciate it if you could share your comments and inputs. We're planning to use this format for future TISs. Thank you. Chhang On Fri, Dec 4, 2020 at 9:41 AM Paige Bankhead <pbankhead(@achdidaho.org>wrote: Hi Chhang, Our first review comments noted that the TIS should not assume that improvements necessary for background conditions are feasible or will be constructed. We still need to see the results as if the ACHD improvements were not constructed, as well as corresponding mitigation recommendations. We also need the number of trips allowed before improvements are warranted, even if the intersection or roadway segment is listed in the CIP or IFYWP, or if the peak hour site traffic on that roadway or intersection is less than 10%of the build out traffic. We need to have this complete information per Policy 7106.7.3 for Alternative Mitigation measures.This information is also useful for the lead agency processing the development application. It does not matter if only the existing or background traffic trigger the improvements, we need to know the trip threshold for improvements for the roadway segments and intersections that are shown to be failing. Our comments still need to be addressed as issued. New review comments can come up as information is updated and/or new information is provided in the TIS. Let me know if you have any further questions or if you would like to set up a phone call. Thanks! Paige Bankhead, E.I. Planner II Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 to �r t,�r �� 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. From: Chhang Ream <chhreamPgmail.com> Sent:Thursday, December 03, 2020 12:58 PM To: Paige Bankhead <pbankhead(@achdidaho.org> Subject: Re: Centerville Subdivision TIS Review 2 [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige, We would like to coordinate our responses with ACHD hoping to avoid resubmitting the TIS. We can also provide additional information if needed. Please find attached our draft responses to ACHD 2nd review comments. These comments are generally new to us and we would like to go over the comments and our responses with you. Please let me know when is the best time we can call to discuss. We are available anytime. Thank you. Chhang On Wed, Dec 2, 2020 at 2:58 PM Paige Bankhead <pbankheadPachdidaho.org>wrote: Hi Chhang, Attached are the 2nd review comments for Centerville Subdivision. Please let me know if you have any questions. Thank you, Paige Bankhead, E.I. Planner II Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 nn {io r�sosr to cev�sco 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. From: Sub Name Mail To: Shari Stiles Cc: "Clint Hansen" Subject: RE:Centerville Subdivision Name Reservation Date: Friday,January 3,2020 4:46:17 PM Attachments: imaae001.ona January 3, 2020 Clint Hansen, Land Solutions Shari Stiles, Engineering Solutions RE: Subdivision Name Reservation: CENTERVILLE SUBDIVISION At your request, I will reserve the name Centerville 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, Glen Smallwood Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7926 office (208)287-7909 fax From: Shari Stiles<Sharis@engsol.org> Sent: Friday,January 3, 2020 1:13 PM To: Sub Name Mail <subnamemail@adacounty.id.gov> Cc: Becky McKay<Beckym@engsol.org>; Rachel Summers<Rachs@engsol.org> Subject: [EXTERNAL] Centerville - Request for Reservation of Subdivision Name 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. Ada County: We would like to reserve the name of Centerville for a subdivision in Meridian, Idaho. Parcel numbers are: R3035680112 R3035680300 S1133120701 The parcel numbers are shown on the attached map. The project is located in Section 33 of T.3N., RAE., B.M. The surveyor will be Clint Hansen of Land Solutions. The developer will be CBH Homes, Viper Investments, CBH Homes, Endurance Holdings, LLC, or any of their subsidiaries. Please let me know if you need additional information. Thank you! Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 E-mail: sharis(@engsol.org �WENty LAND DEVELOPMENT MEETING NOTES Land Development Staff: Steve O'Brien Date: 4/15/2021 Project Name and Location: PREAPP-2021-0021 -Centerville Subdivision Is sanitary sewer available? Yes: ❑x No: ❑ Notes: See comments from Waste Water Plan Review Notes. Is domestic water available? Yes: ❑x No: ❑ Notes: See comments from Water Plan Review Notes. Easements Required? Yes: ❑X No: ❑ NOTE: easements may not overlap any permanent structure including but not limited to carports,trash enclosures, trees,shrubs, buildings, etc.Service lines up to the meter pit must be in ROW or covered by an easement. Notes: If any meters, hydrants, water main, or sewer main is proposed with development, a 20 foot wide easement is required over the mains. Any carports,trash enclosures, etc. should not impede the easements. Make sure the site is designed in such a manner that this is not an issue. Is the project within 500 feet No Is this a commercial No of a re-use main? project? If both reuse questions are"yes" provide the following information: Building use(manufacturer,carwash,etc.), hours of operation, approximate business water usage and irrigable landscape area: Floodplain or other hazards? Yes: ❑ No: ❑X Notes: Irrigation District: New York Irrigation District Notes: Surface water must be used as the primary source of irrigation, when available. A secondary connection for year-round irrigation is required—typically a well or City water is used. 1 1 P a g e �/�E I IDAHp Public streetlights required? Yes: ❑x No: ❑ Notes: Verify streetlight requirements with Al Christy in Public Works. Submittal of Civil Infrastructure requirements: When submitting civil drawings for the project follow these guidelines: Submit an electronic version of the construction drawings in PDF format. Submit an AutoCAD file in compliance with the Specifications for Project Drawings as listed on the next page. Engineering construction drawings will need to show streets,water,sewer,sidewalks, irrigation,onsite stormwater system,and other public improvements.These drawings must be stamped and signed by a registered engineer/surveyor in the State of Idaho. Submit infrastructure for review with the final plat application. Additional Meeting Notes: Below is a new requirement from Engineering. Contact Kyle Radek in Engineering with any questions. "Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so, how they will continue to be used, or provide record of their abandonment." the current language in the staff report is (this is what will be modified to the above statement): c. Any existing domestic well system within this property shall be r+crnoved from domestic service per City Ordinance Section 9-1-4 and 9 4 R contact the City of Meridian Enginccring Department at(208)898-5500 for inspections of disconnection of seYvices.Wells may be used for non-domestic purposes such as landscape irrigation if approved by Idaho Department of Water Rewurces:contact Robert B.Whitney at(208).334-2190, 2 1 P a g e Auto CAD Standards All drawings shall be delivered 100%AutoCAD DWG format and 100%editable,but at the consultant's discretion, may be submitted in an un-editable media like CD-ROM. Both Digital and Hard Copy documents shall match. Record drawing items must match their true location. Survey Topographic surveys shall be delivered in NAD 83 Idaho State Plane west zone coordinates modified to the Ada County Local GIS Coordinates (Horizontal), NAVD 88 (vertical). Both Horizontal and Vertical information must be accounted for. File Names Project Name_WAT_SEW_PRELIM.dwg for Preliminary or Pre Plat Project Name_WAT_SEW_CONST.dwg for Final Plat or Approved Construction Project Name_WAT_SEW_REC.dwg for Record Drawings Layer Names Color Description BOUNDARY SUB GREY Subdivision boundary line FLOODPLAIN BLUE Floodplain outline FLOODWAY CYAN Floodway outline IRR_GRAVITY BROWN Gravity irrigation line IRR_GRAVITY_MANHOLE BROWN Gravity irrigation manhole IRR_GRAVITY_SERVICE BROWN Gravity irrigation services IRR_GRAVITY_VALVES BROWN Gravity irrigation valves IRR_ORAVITY_PUMPS BROWN Gravity irrigation pumps IRR_GRAVITY_BOX BROWN Gravity irrigation box IRR_PRESSURE MAGENTA Pressure irrigation line IRR_PRESSURE_MANHOLE MAGENTA Pressure irrigation manhole IRR_PRESSURE_SERVICE MAGENTA Pressure irrigation services IRR_PRESSURE VALYES MAGENTA Pressure irrigation valves IRR_PRESSURE_PUMPS MAGENTA Pressure irrigation bumps IRR_PRESSURE BOX MAGENTA Pressure irrigation box RECORD LOTS GREY Lot lines of parcel SEWER AIRVAC GREEN Air Vacuum System SEWER (pipe size) GREEN Sewer line(separate layer for each size) SEWER_CASING SEWER_ GREEN Sewer casing CLEANOUT GREEN Sewer cleanouts SEWER_LIFT—STATION GREY Lift Station SEWER MANHOLE GREEN Sewer manhole SEWER_PRESS_(pipe size) GREEN Pressure sewer line(separate layer for each size) SEWER SERVICES GREEN Sewer service line ST_LIGHT WHITE Streetlight STORM_DRAIN CYAN Storm drain line Storm STORM MANHOLE CYAN drain manhole Storm STORM_CATCHBASIN CYAN drain catch basin Storm STORM_SAND_TRAP CYAN drain sand trap Storm STORM_GREASE_TRAP CYAN drain grease tmp Storm STORM_SEEPAGE_BEDS CYAN drain seepage beds Storm STORM_PONDS CYAN drain ponds TEXT LOTS WHITE Lot and block number TEXT_STREETNAMES WHITE Street name TEXT_SUBDIVISIONS CYAN Subdivision name WATER AIRVAC BLUE Air Vacuum System WATER_(pipe size) BLUE Water line(separate layer for each size) WATER BLOWOFF BLUE Water blow off WATER BOOSTER BLUE Booster WATER_CASING BLUE Watercasing WATER_FIRE_LINE CYAN Fire line WATER HYDRANT CYAN Fire hydrant WATER_HYDRANT_LINES CYAN Fire hydrant lines WATER METER BLUE Water meter WATER_PIV MAGENTA Pressure irrigation valve WATER_PRV BLUE Pressure reducing valve WATER SERVICES BLUE Water service line WATER VALVES BLUE Water valve WATER WELLS GREY Well house Item Formatting Use thinner line weights and lighter colors for existing items.Lines must connect and if part of a polygon snapped closed.Use blocks provided in the template drawing for points. Please refer to sample drawing. In AutoCAD terminology,a closed line is a polygon. Appendix A: Company Templates Company templates were added to the Public Works AutoCAD standard to allow companies that already have a design standard in place to continue to use that standard,provided that the necessary information is present and can be extracted.If your company does not have a standard in place the Public Works Department has created a template that follows this guideline to help your company comply with the standards more easily.We encourage you to take advantage of these resources. The Meridian Public Works Department will make every attempt to use your company's existing standard.However there are several requirements that must be met and may require a change in your company's template.These are outlined below: • File Names must define project and status in planning process • Items of different types/size must be discernable from each other o Sewer lines broken out by size. • Survey Projection must conform to location of project o Correct UTM Zone for Ada County • Lines must be snapped and closed and solid o No text breaking up the line o This is for water and sewer modeling purposes Company standard must be compatible with the Public Works GIS Processing.The above guidelines will help your standard complete the standards approval process more easily.Remember your company standard must be pre- approved before drawings will be accepted.If your company has not completed the pre-approval process all drawings must comply with the Meridian Public Works AutoCAD standards in order for drawings to be accepted. CENTERVILLE NEIGHBORHOOD MEETING SIGN-IN SHEET JUNE 16, 2021 - 6:00 p.m. NAME SIGN-IN BROWN ALEX G X CURAMMENG CHARLES B AND DIANA X DALE RONALD AND NANCY X DERDEN JAMES M AND AISLYNN X DI VITO ALDO X HOXSEY GEORGE J X JACKSON CAROLYN K AND TROY X LARAGAN GREG AND CRIS X LIBENGOOD ROBERT H AND JOANNE X MORRICAL THOMAS C AND JODI X NASEATH JONATHAN B X BODETTA BILL AND SHAROLYN X SOUTHERN PHILLIP X BOHNEBARBARA X GALM JARROD X AMICO PETTE X McCORMICK ELIZABETH X MARRI KENDRA X KNIGHT MICHAEL X THIEL MATT X ALTIERI CRYSTAL X KNOELER T.J. X JOHNSON AMY X -------- ----------- r I I I II I I ION MILE C-UAL T T T T TTT� r- I L GROSON I I I 11 I- ---- ----------� I _ ► i I pR®p®SSO�u® SIIII° �®o•RNE 4< I IIIIII �-P- ! � ® Ip-Sv i E c a Sr. Ixo i NORTH SECTION 33, ao T. 3N, R. 1 E, B r z JJ ------------------- E. AMBTYR®AD - -------------- 28 27 H C3pROa@C � oo • -------- - -T-T - n FW W al RV >I i I I 1 I1` W 1 z U -T �� I I c - Z d T _ l.0 W — r = '1 Ik_ 0_ _ W 4 � � � T Ld I -L 1 I I I 1 - _ - _ _ I k -------------------------------------------------------�--- I -------------- ---- I _ I I ' I I I �� r Irr9- TT \' � / I<D W 29 28 EP- C/IY �+1/PS - - ---- ----------�- I I ------�--�,) - -if � ` ' I �( � -11�1I O ,_ u x EP L/ 28 1 4 EP —-- - _ 1 I I l J s _ 1r61 r 0 a47 asp 7 �,� �� t s e 7 it'i, EP EP r°5rUwL"f9rr2S ;95..8!S§t';;;,:F „si±'^.%UdYt3iiSd `lY3^'.n�L:; >urv:Xe8X4du: ". rn ———————————————— ——`— — —————— ————————— L �- rP EP EP EP T ------------- -------------- T I� - - C p V p S89°�4'44"E 1330.22' - EP EE 1/16 E EP EP Ep +g-r I f I I _ - f- -' _r I I T T — ` x— rasa, ar —w ahfr a— saw. a sra — —L. /!//lT/ ROAD E P L 1 32 33 E. AMITY ROAD E89°�5'18"t ZC6TlIlG UN/TS - - - - - - - - - - _ 26fi6. 9' 33 S 019 12 7.OQ EP EP EP • �— — AMITY /1 OA0 — — — � r a r tti. I + T—�—`—�— — I — ---------- ------------ - - -- 89 1 44 E 180.01 — ' +'' S89 1444E 30. E _ � _ � 3LLJ - - - 11 19 EP EP EP ' p S89°14 44" 11330 2' E ;f ti 1 I T $$ - T --- — — — — i-E E� 2 AMITY ROAD 33 34 I + c 111L�_L_L 1 J ®I _ r---- EP ,. — \ (jQ so H6LLpAR K I \ ' I W ------------ 1 1 �\ T T L - = ,_ I_e�wT I T T 1 ` BLOCK 1 `c -T--r- ------ -- ILL_ 1 I� BLOCK 2 I I ---- i i ',-``;A\\\�L I I ► "�-{ TTT1 I 1 W 1 11 10 9 8 7 6 5 4 3 ,., 0 2 I I 1 1 1 -� �� ,�-- I_ I ` -�I L---- I \ O 13 3 4 5 I I 1 I r-� �� \� -1 I -- I {�1 I I U `� I __ ���� I I I 1 2 Q I I I I I I �-- I I-- `---- I -- ® N I I \ I I �- I \ 66 ® ® I I 1 I 1 I -1 L� TTT� I �f i I I I I ^ I -\�ii ` "' � /�% ' `(- �TT1� r IY n � F T T T� ` y OT, e 1 I ` -) I--I I I I W Ln i ' ��� �_ - / a�>. _ �$$$ �4--I -�I L[,j ® � en ----------- ------------ 1 z — — ,-- E. WOODMURRA ST. — i � 00 �----- ------ ---------)'• F- / -� �- -� _ >;'� '� -� TT �. -1 I--I I (- , I of o «� 1 ® 364 — I Q I - - `'� r - - - 4 I X i -x I 1 I -{ I I W X � llillih 210 Q 1 Y F / I I Q .- I 1 1 W. WOODMURRA COURT z 1 J � W ®_ ao 14 2 3 4 7 I i VICINITY MAP W � 1 "----- ------ I 1" 600' 0: z 113 5 6 7 8 9 10 12 13 14 15 I �, T------� _ � I a ID 15 11 r --------I\ i c,� A PORTION OF THE N 1/4 NE 1/4 OF SECTION 33, TOWNSHIP 3 NORTH, RANGE 1 EAST, B. I., ADA COUNTY, IDAHO w W ® 0 �° u.i ! � J � W o.. 16 BLOCK 3 > I o� .0 Y o GENERAL NOTES Q �— I U ------------------ -- 13 .� 17 9 40 39 38 37 36 35 34 33 32 11 31 30 29 16 ® 8 i I 0 t_--------_ 1 BLOCK 1 18 1 i �I I 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. ® 1 ----- --------A o I i ; 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. E 17 9 3. NO PORTION OF THE SUBJECT PROPERTY FALLS WITHIN FEMA 100 YEAR FLOOD HAZARD ZONE. I 0 20 _ E_DALRYMP��ST° _ 28 i � s s ` �� Y 380 ��\s� 27 ---------i 1 ,> 4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT W N Y 18 I ; e�______�-______ _______�' DRAINAGE OVER E TEN (10) FEET ADJACENT TO PUBLIC STREET UNLESS OTHERWISE DELINEATED. THIS EASEMENT ' v' Id- 00 N o 22 ' 2 3 4 5 6 7 8 10 26 U �- 10 I SHALLNOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. Y I o I o I W DALRYMPLE COURT L1.! U v co r � as ° 23 m ! "____-- 5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT Z < M n mo 11 25 ------ --------�----� o r� I----------------- 01 I 1 1 I I FOR PUBLIC LITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT Z ac 24 �, 19 --------- I I o >- I 3 12 �- I 1e 1 I I e LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. Y 1 11 ,I 25 0 1 �, ^c� cr_ 1 I I I e 6. DIRECT LOT OR PARCEL ACCESS TO E. AMITY ROAD D S. ILLSDALE AVENUE IS PROHIBITED. Q-- ®D z w s ,0 + ® BLOCK 4 13 0 23 �z z `J � i i I 26 ® 0 20 I 1 1 7. THIS SUBD ISION FALLS WIT IN THE BOISE PROJECT BO D OF CONTROL NEW YORK IRRIGATION DISTRICT AND ALL I 13 ; 14 '�' `V et--------_ I I I I --_ ____ LOTS S BE SUBJECT TO THE ASSESSMENTS OF SAIDDISTRICT. PRIVATE PRESSURIZED IRRIGATION WILL BE `- 27 E 22 0 -1 1------- ----- --_------�- -r I 12 N 1 1 I 1 1 PROVIDED BY LOPE A MAINTAINED BY SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. O I r ruja ---------- ---- --- ® 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE z Q E. HILL PARK STREET _ TREES I g. I ` APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. �Q=n E HILL PARE( STREET >s, — — _ 15 N 478' Lu 257' /�"! I I I tR m ---------------------------------— - I 16 13 O o i 1e I 1 9. LOT 13, BLOCK 1 AND LOT 18, BLOCK 6 ARE DESIGNATED AS MULTI-FAMILY LOTS. Cj x =m w _ L. > ------------ �Q �o � I Z � 1 1 g 5 PROPOSED 17 °- 37 CNI 1 10. LOT 30, BLOCK 1 IS A DAYCARE LOT. ZLLJ er �,; 3 PROELYP O I W S/L LASONG COURT °' 6 ��� -15 I 11. LOT 3, BLOCK 6 IS A CLUBHOUSE LOT, TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS o J U) a a ®18 I� Z NE -$ 14 i ----~_ -------T__----- -----� ASSOCIATION OR ITS ASSIGNS. o o o0 7 N 4 �o E 36 ----------� I I O =� 1 / I oNworJ I I c�c� z c�'I�HOUSE 28 Li 27 26 25 24 23 22 19 `, I 1 12. LOTS 1, 2, 12, 28, 29 & 31, BLOCK 1; LOT 1, 2 & 17, BLOCK 2; LOTS 1, 11, 15, & 21, BLOCK 3; LOTS 1, 9 & cnLu 5 0 i i I I 21, BLOCK 4; LOTS 1 & 21, 30 & 38, BLOCK 5; LOTS 1, 2, 4, 18 & 28, BLOCK 6; ARE COMMON LOTS TO BE }m 8 OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. `� a Z CL I 9 20 � ,ems 1 I I I v 0 6 � 35 w 15 o ; 13. LOT 28, BLOCK 3 AND LOT 11, BLOCK 5 WILL BE SHARED DRIVEWAYS FOR THE BENEFIT OF LOTS 29-31, BLOCK 3 10 E. HI o __T- ---- ' -_---- ' ------ I -___-- D LOTS 8-10, BLOCK 5. SHARED DRIVEWAY LOT SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISION LLSONG ST. _ %`'� 7 cn "ti - ------- 1 �� - OMEO HERS ASSOCIATIO OR ITS ASSIGNS. ® R=124' 269' z I I I ► I i O o cEN D I f 1 � 011 55 g {� 34 � i i i i i i o0 16 1 I I W N M 2 20 19 18 17 16 15 14 13 12 11 m I I I i i i mom s ® E ,t °' 21 g cri + I I I 1 1 BOUNDARY LINE Z) c® co 11 13 0 SECTION LINE � DDoN R-15 �Y ) 33 I I I I I I RIGHT OF WAY LINE i o 18 14 ZONING LIMITS ry 10 •�s�. ftA _,-- - -L--------I-- __I__ --+------ - LOT LINE ' 15 ". ZONING LIMITS W. MACUMBO ST. CUMBO ST. c� - BLOCK 5 0 LOT LINE c00 � 22 (R-8) 23 --------- ,---------,--------------------- o 1 16 24 25 26 27 30 1 - — — — ———— ——- EXISTING LOT PARCEL LINE z I 1 29 1 ' I I — CENTERLINE ® of '8 18 � � I I i w o ���, --- � 19 18 I 1 , - - - - - - - EASEMENT LINE 2 � c> ,— "- �_.�� °��, �n --_ __ EXISTING CITY LIMITS rir ____—_——�— ,{SeaY(J1a.Y�P �:�+"�k�;!7:&:s"�a�SYA. a�?4it�?y�,t�e.'�,d,; fivi"h�Tat'Pr"h�t;ZaY�',k ^;�M1�°iW"c�E,�Y"�7t0 0 �,® 386' E. HILLSBOROUGH ST. 31 U %\ ! EXISTING ZONING LINE R=347 o I I I PROPOSED ZONING LINE I ®Q�'•� cn I I 21 22 23 24 t25 F26 27 28 29O� 31 32 �', ----------- I-----------I (� 1 1 I I I 1 S I TE V A 33 34 35 36 37 I 1 I BLOCK 6 `� 38 32 ' ' ' SITE AREA 38.95 ACRES I I 1 V �. I I E� �6. -:��:.:-.--- �� ��:< ` �. I 80 ACRES 40 56� W �y 1 --T9 1 CN 1 16 E� G gA ,treA$ E� � BLOCK 6 °° I SINGLE—FAMILY LOT AREA 15. a G� t— Awa lip, �� `� //.�///�J� /,/'//y�\ I 1 TOWNHOME LOT AREA ACRES 6 w GV --------- 1 i 4.,F. Og U Y/ r was tie, 1 VENT LOT AREA COMBINED 7.83 ACRES 20.10� , , ��� ®� I \ I I , NE 1/16 1 1 = � \` I 1 DAYCARE LOT AREA 0.46 ACRES 1.18% "' �__-- ___-- Ns u�/�___-_ N�9 27 31"�l 1309.05 ®eec'® �G� I � �' ��� �� I i I I l ...�.�ZONING Ur61/TS f 1 I I I I I ! CLUBHOUSE LOT AREA 0.37 ACRES 0.95% w o W ROCffHAMPTON ST \� ��� �. I I I B I I i �� --------- ° I EXIST. CUNNING A I I g , RIGHT—OF—WAY 6.12 ACRES 15.73% —J / 't --7 \ LATERAL EAS SHARED DRNI�EW`AY 0.13 ACRES 0.33% �-- ----s I h 1 W ROCKHAMPTON ST. COMMON AREA 5.80 ACRES 14.897 �� F� I ► I I 1 , / — La- SINGLE—FAMILY RESIDENTIAL LOTS: 124 \v -----------' j -------- e I I I i I I t a ( o) C / ��, � _.---------I--------I- _-� 36± WIDTH LOTS 79 63 71� 6 —80 + WIDTHLOTS 45 36.29% I f ' I I I I I I ( ) `\0 • W ROCI�HAMPTON ST. ' i i i j '' i i i i ' I TOW HOME LOTS 35 W o o --------- � "_— -----------T=-===____ � i i � ! �� ,' I 1 � I i i ML —F ILY LOTS (168 UNITS) 2 � 0 i - - 1 i I I I I I 1 ` i > i I - -� l ( — 1 I I I I DAYCARE LOT 1 po <C ' , ` I - -- 1`----- _- CLUBHOUSE & POOL LOT 1i CL — '` , I \ i l 1 ► I I 1 EI ------ ----------r-----�---T -r-L COMMON LOTS 27 / 1 1 I � I I I I 1 A I 1 ► I I I I I I TOTAL RESIDENTIAL BUILDABLE LOTS 159 75 U I I I i I 1 1 I 1 I I 1 � 1 I I i I I J • 1 0 TOTAL LOTS 190 w _� — � _ _T" ' �' �' 11 ------ ------L------ ' I --- ' I I GROSS DENS (38.95 ACRES) w _ - _ i . O I _ ------1---------J ---------1- -- �' (TOTAL COMBINED DWELLING UNITS = 327) '111,011111111- 1 I I I I---T-- , �'P� /�,' 1 �, W. L ocHL�N sTREET (COMBINED = 168 F + 124 SF + 35 UNITS) 8.40 DU/ACRE ,- -------- ' �� s' I ------- ,,� �� 11\ �' �F� ' ----------- -------- GROSS DENSITY (R-15) (25.91 ACRES �, 1 -1 --------T--------�----------�-- \\ VI i i I o \�\ ��\ /�i /,f G�o ` j �� �� i / � � 1 ,.' ' I I I SCALE 1 =100 5� , I I 1 �; I 1 1 (COMBINED = 168 F + 79 SF + 35 ` 6NITSJ 10.88 DU/ACRE 1 ' ° ————_———__ S ���, / i I I I s GROSS DENSITY' (R-8) (13.04 ACRES) DWG.DATE 06/25l21 rIs \\ 11 I I ( 5 SINGLE—FAMILY LOTS) 3.45 DU/ACRE \ i , O / . \-------------. I v I I I I �/ �� `<\ ��\ 1 o NET DENSITY PROJ. ®. 19®.3®4 ——————————— , I I I (EXCLUDING ROW, S DRIVES, DAYCARE & COMMON) 12.54 DU/ACRE e ------------ ----- ' ------- ' I SPIFFY 1 OF 4 �---- -f-- -,----------I---- AVE GE LOT SIZE SINGLE-FAMILY) 5,550 SF 71 100 50 0 100 200 300 AVERAGE LOT SIZE TOWNOME) 3,036 SF moll EXISTING ZONE RUT PRE- 1 SCALE IN FEET PROPOSED ZONES R-8 & R-15 /190304-PRE.DWG tt LEGEND - f N. II1'l1l,1 PROPOSED P E 1,r !fF of �� h��g �� o m ��� �� ll PROPOSED PHASE LIMITS zr �.�.< �„t �� xs� ��s t �s� ���: �n9 .ate --- -- - - BOUNDARY UNE e; -; o I --- �- „0� I e N I I II --- SECTION UNE (n If rn I -\ // I I Lij n I II �� I I �� I � RIGHT OF WAY LINE Im , - z o I 1 E. GRAYSON ST. I ! , I LOT LINE LL � ® W 1 SS 1 * 1 . Z. ) T ---------------- -- EXISTING LOT/PARCEL UNE ® c i = w I I w W > - --- --i SS , W W W I - CENTERLINE c z . z I I 3I I I E. GRAYSON ST. 1 w I I I I I SS ss ss I ss SS Ss I - - - - - - - EASEMENT LINE W I 11 I I I - ----------------------- EASEMENT UNE (SEWER & WATER) a ® � w- 1 1 1 1 111 :7- I � > w ' W 1 II II I II II T I CURB, GUTTER & ATTACHED SIDEWALK I ' II I I I I CURB FLOW DIRECTION o I I I I II I I CURB, GUTTER & SEPARATED SIDEWALK I I I I � I I - - - - - - EXISTINGSEWERLINE I I 1 I � �,�� I F I I I I SS PROPOSED SEWER LINE (BY OTHERS) I 11 I I ► I I I I I I I ppOpOSED SHELBUR E �3 . I II >ss PROPOSED SEWER LINE II li I II SOUTH SURD. I I I I II W PROPOSED WA LINE W/FIRE HYDRANT I I II I I ® I I PIR PROPOSED PRESSURE LINE . I II 0 OHP EXISTING OVERHEAD PO UNE & POLE z 0 � 1 I I I I I PROPosEO ss�/H N -ccg I I 1 I I R/R.1=2696 of N � I CONNECT TO PROPOSED SANITARY SEWER I I I - EP EXISTING EDGE OF PAVEMENT Z re K) C) I I I I I INN 2s88,f (Nl) I CONNECT TO PROPOSED WATER FAIN Irr I � I ,a I IR PROPOSED GRAVITY IRRIGATION LINE a °° to __j 1 � I �',� �w� ° l�lE1=268�2 (s ��°,,�� ��,� , I 12 WATER IN E. AMITY ROAD (BY OTHERS) W I --- _ Iw, �� �� E I ---- rQ ° PR ET UGC` a- o °o ----------- �� ;�. OPOSEQ SIRE 00 __--- -- --- o �' I w -- 1 - -- -4•- _ _ 3,�-. a �. P 2�:> 7 w:� �a< ao ui .•... :. _ T RAI W CATCH I MANH LE�, S ORM D N BAS N 9 P - - F'' ��Wit,. - -T� P •1/4- Lzp 1P 0 xr W coe - T - ---e - O --- TRAP BED-- & GREASE & AGE If-TV SAND SEEP ,-, ............... - �s L1J ....-..... 12 WATER IN E�~A ! ROAD ((BY OTHERS - - --.._._.. - - - _ l o EP d � ( :........- .� .. O �- - �___ - - ) - - E. A 9/TY ROA - - - - •�- � P ` 1 6 fi `E-= VALLEY GUTTER i� w z (, _jo " 31: ® 00- 9• D 1697 - - - - - - - - - - - - ° W w - 0 o.. 33 � ;� ® ro M �7 269 6 8 2 E. AM11Y ROAD - -- - - ........................ Ill '`� >c 2 .... FA.. ?� �_.._ice_. 2696 p....-.. F r 26s9 D(ISTING CO ouR UNE z ® s un IL oj�: --- P ® ® w I a- a..=. E J Qt,r M ....-... SF SIN FAI�iILY� GLE w - . r�2 J me -T.. X^�.. s t- - M Q ,� .� yr: e _ TOWNHOME a e • m a _ m®. ('�.y _-- - .m @ mm _- •.♦ .- m •� a- � -<, am. a a m .i I m . ' • u m. - -s • •' a am .fl Ql N'3 a ., . . 4 .... .. a.� m . - _. MF MULTI FAMI Y ,. .-.. . _ ,r . ,. cn - _ L e . 21.5 1 m ._ •m •. 2699 I a 6 2�`98 \:-: .-' _ m 1 29 378 sf �6 n I lit __ 3 - ------- • P�- PER PIR "�' 9> 12,335 sf M APARTMENT PARKING r-}- PIR 1: �, © -' " . " = PER PIR P f: o �; _ �¢ PIP t �t; ",LR Pk '�•• q �•.= Z=ut pV. t4^'rs; xy a 't.+"t'rns,t & zr...,v.r j,. d � SOME, sm.�.,.. rre� ti.r,.� n srs��';a�1 t+ N. a`a.e d`i w H ,A , ,.yYf` xe sxf v.vk;;,i z ab max.. ,„x,,s;',' W . COVERED PARKING f. . ... - I ,� ova.,: � ;�t � :�' � � �-- �>� 6 � ------------ 5 � 75 10 3 ;,y;x Q 3 z f • Ix. I 5 ATHWAY :� �r, �.�m.0 ,r _ _ ._ .iN �_�- _, P BLOB 1 �. a -0 :� I - x 1 I 4, ;� �_ o� BLOCK 2 0 I m ,2 ; ,` t�= t I o SITE DADA v i� t �2 I I 11 10 9 - 8 7 2 � N � 1. I 13 �� o 0 0 � 0 5 0 4 3 m Q � ' 3 4 5 SITE AREA 38.95 ACRES I en m � �' 1. I 0 1' o 0 0 I _ �- � . �, �, - � o 1 vi o a V- - x� 1 X k I ( 0 I - 8,048 sf 7,s5o sf 9,375 sf ® ® SINGLE-FAMILY LOT AREA 15.80 ACRES 40.56� ) Y � � I ` I 6 ao ` h,, ,: 1 ��, n r o N u TOWNHOME LOT AREA 2.44 ACRES 6.26 L'r \ I El! e*� r1j `� c� n $ .• ........... v . M s�i M s- ) e . m- m -_m s11' ,4. 1 AR ENT LOT AREA COMBINED 7.83 ACRES 20.1® ®_ \ i a I ,;,xt,,, '�• .. �' 0 3,690 Sf ( } �- { t fx, :,, U,;n ao 1 C a i� tav` N - �,.. .,�..r , , , ,,. � � ,w f � , � DAYCARE LOT AREA 0.46 ACRES 1.18% \ coF L � Q€.w 36, { � 3 CAI • m F \I n_ , : �, t{ ,� , � t �. � � 36 36 36 36 4O ��. '. � \ a f Y,.m�.�__. 1 ,�' , r 1 .v .M A r . r „ _ { { :x. _ 0.37 A RES 0.95� - � ®. I � . . :. .__�-- - - -- :� - �� �_��_{ �__ � s ® . �; 80 75 .... - --------------- CLUBHOUSE LOT AREA C o .� \ s I - s 4 g % U ® q> W 10Y Wd s. _ S3 - , A - ��`�s RIGHT-OF-WAY 6.12 ACRES 15.73� w x \ I ® - ® W _w W tijo - U 0 0 Aa. n .. \ `'' I I `'' >ss ss< < - ---- L. ,.a - AY OD d`e- �� I -� E. WOODMURRA ST. - - - I SH ED DR 0.13 ACRES IT - - - - - - - - _ IL-01 COMMO AREA 5.80 ACRES �10.33% 4.89� �I ei. , n I _ S< l ,7 �.. I y - 3 a m+ if 4. - 3 .• rY i ••• f T _ m , 2.. a @.. SINGLE-FAMILY RESIDENTIAL LOTS. 124 @ ® , , rp� .. Q I I 11pz- R 3V 36 6a , , , M ,, 1 >•- \ 30' 35 36 36 36 3s 36 m 64' _ 36 f WIDTH LOTS 79 (63.71 W \\ raj ® 64'-8O' WIDTH LOTS 45 (36.29� W �, v - -I- -"- ® � \ 0 1 s�I � "; x �; 2 7 zw �- � z f 4 3,568 sf '--- 3 4 5 r , T NH ME L 35 ®> \ I of 7 8 9 10 12 13 I I �� ® � % _y t 4 15 10,142 sf OW O OTS 12 Ia ,: I I - �_ MUL -FAMILY LOTS 168 UNITS 2 0�, w in a �. _ 1oD �, w N � C" � m � m � �, �, I I ------- --------- DAYCARE LOT 1 -,tg �- a 15 •-3,557 sf ® ® ® :c j r va 6,080 sf m, 6,080 sf cy, 6,080 sf L0 I I xR I o 1-- _ a o o I POOL LOT - .- i m 1 a fl I � --....- I C I 115' Z � _� r1jM ��� pi t, ,,; �; r-i _ _ p- ....... I -I COMMONU LO S 27 ¢©® 12 - 102' - 1 , 111 i �'i FIR TOTAL RESIDENTIAL BUILDABLE LOTS 159 0 o M I BLQC 3 d I s•. __ 24 16 3,215 sf �v 4$ 2696 t_ �I p I f -- - a _ .. -moo, o a .,, P IR n TOTAL LOTS 190 M M t UJ 4 o- RR P R os 39, ,. ,v. " ',_r �,.; 6g� -'w� ar - I �/ _ _, 36 40 115' 8 `� "'m o mq k �;14 1Q0 z �, � z ® 21.5 k >a,.` ':,,,,< �.I 1 S 3 ,,.�Y a. �}-'r >_ ._ r.,_r,.;;.,<x, ® z Lo-I u r �s„ G '�' r I 1 `' 198 351 sf 17 �, �c c1 40 39 rn F. AY �� `4 z� -. ® --•- 9 357 sf V �ck: I"22� 2,389 sf M 38 35 34 33 32 I GROSS DENS 38 95 ACRES .r E t - ,, a _ e r 37 3 _ 11 k r 31 30 29 16 w ( } - ,� r�, I a I e J 1 -cV l� - l�J e� r �- TOTAL OIBINED DWELLING UN TS 327 \ BLOCK J :I = ( C } Qf z Co 100 am �, ,, ,� - ---------------- - �, z \ _ _ w w e[) co en U-) � uz .�::►cs .. � � - 2 217 4 U � z -- • �, - 18 3,197 sf ,,�' Co � co U)o02 o ® a' `o M v' M "' � 28 Ac cn c' co w CD 11g° C01IBINED 168 F + 124 S -!- 35 TH UNITS) 8.40 DU/ACRE �1 :.1. �.g � N ..• "It�' ®114: ® I ' "' o � Lu J NS -15 5.91 ACRE yV t urrt z+&as M M M ;LAj ' y I M M � M _ ... GROSS DENSITY (R } (2 S - I r` a . _ ' I I 1 M 1 Ui co = 10.88 D ACRE 12 10 ---------- -------�--- 30 0 �, I I 15 (COMBINED 168 MF + 79 SF + 35 DNIS U/ O .c I O rn O I � fi� ,xI� 19 3,181 sf-••-- r� _ , =� , , L J � � v - �, GROSS DENS (R-8) (13.04 ACRES) 9 42 36 „, o 0 s - ,r�- _ 36 ,� 0' 1t 11 17 n 45 SINGLE-FAMILY ILY LOTS 3.45 DU ACRE - 00 1-1 0 _ " 36,,.a 36 36 36 56 2 - � -- 1`�� : v a 99 _ p� _ �S D Wx `� 9 149 sf w c� °� co - ' NET DENSITY i� � �, :C I F �o I 20 2,380 sf CN '� ���� E. DALRYMP I ,"&- 28 7,590 sf "_ - o - ,�-o _77 - . ST. - 2,394 sf 20, SHARED DRNE DAYCARE & COMMO 12.54 D ACRE M °O -- SS< I -_-_ (®fCLUDING RO N) U� N :. 1 69 s ss< ss< 115 ------------ . Ns 4 w4 IQ � �:, .urn - - 2 3,1 f 1 82 ''-. I f , x ®_ k; �� 116 �„ { <..: - ;.. . . . . _ AVERAGE LOT SIZE SINGLE FAMILY 5 550 SF f @ 1 _ - , , .,- ,.,„ . ..._ . 27 3 403 sf 13 �'-••,--• 47 36 36 36 36 36 M AVERAGE LOT SIZE TOWNHOME 3,036 SF V- Ca I -- ° 36 39 I -718 sf r M ) ,c,� - - I a 66, 95 , � Q:: �� .-� i 8 � � EXISTING ZONE RUT c� o � 00 ui I ! �:__ in 00 3 4 Sf W l t� � � � - � (g - I1- 2 3 10 ,55 0 10 PROPOSED ZONES R 8 & R-15 4 f t 5 v� .,o 7 8 c ®' 1€ 2� 3 456 sf ,,� 26 3,420 sf .� 7,820 sf Q _ :' I o _ I -gWA 00 - I 8 � � i� •►- in . 95' ^ 9,191 sf . d I �.•wrur., ffff I Y a v' o' � t� r- �n .. , o m � � � oj - C 95 - , W ® o .t t3 - , o -• 99 1 v 15 N- O �: ... • -• .,2� --- � ���,��� ... ,,, 23 � � � � N � N o � COMMON LOT AREA 5.80 ACRES � W ®3 ! an E 2,364 sf cv �, •a: ....... 00 - - a ;; �t v M M M M M M 1 3,420 sf is ._...-. ... , v Z W o - ---------------- f .__. �, cc 25 3,42o sf ,,, I 117 ARTERIAL BUFFER 0.96 ACRES DAY CARE I �, r� .� L. I 98 , , A ---- COLLECTOR BUFFERS 1.10 ACRES a: �47 95 n - 19 -- ------- PAY �� I. I I „', 24 3146 sf y �np Go 7�� Ft ,k'1,. 2�0/ .............. F- ...,.-..2UJU'..-.. 1 • �+� 1 e93 ® Q CE L COMMON AREA ACRES 0 I �._�� 24 @ w,e 4f PIR - • .' P AY n 1 t _ ____-- IR. PI 12 3,42o sf �, ti" 7,82o sf `� �- 8 POCK PARK/'P /`PATHW 0.28 ACRES -, re) f 24 3,42o sf 1130 I IIn PD PATH, MISC. COMMON 1.53 ACRES _� ® 96 I M.._...._ c------ --J , ,� 1. 20,045 sf 3Q, ,.__ -- r 95 95= = : P_ �' I 0.46 Ac 25 3,432 sf "' 115 � 9,233 sf 10 REQ. QU FIED OPEN SPACE 3.90 ACRES I w �� n - ti ' � '� BLOCK 4 p 13 3,42o sf M _ . - 3 420 sf I z< 50% ARTERIAL BUFFER 0.48 ACRES °t� 3 98 = . _ 23 117' � OQ` / i �� -- • 26 2,348 sf N: @ 95 j£ 20 COLLECTOR BUFFERS 1.10 ACRES ® 95' Y CENTRAL COMMON AREA 1.93 ACRES CONNECT TO EXIST. I / N I -= r h N � - 3. t ^ ' _® 98 >- F, `' Q " r ° 8,309 sf g� ----------------' POCK PARK/PLAZA/PATHWAY 0.28 ACRES SANITARY SEW t o . I � , 27 - 14 20 sf 2 � /.. _ = -3,124 sf N ' 3'4 22 3,416 sf ;{ �, 6 CONNECT To EXIST. M N m 71 �'. PED PATH, MISC. COMMON 1.53 ACRESW4 �, . 4 ---........ WATER N °° = 21 , `R ` _ _ o ARKWAY LOCAL STREETS 0.32 ACRES �'' o0 I x W ....-. 2699 -- ------- - 93 � 113 f,. «, 8 DSGAPE P ( } ._ .o 9,393 sf 0 29 ® � `�' 2,027 sf -•.• Cl - -� '--P -----�- - 2 707 sf 8 _ �> . . , 21 2 357 sf TOTAL QUALIFIED OPEN SPACE IN LOTS 14.48%) 5.64 ACRES �-- o_ � m •. ..: a s Y L � � x.+ s r., n r xe i4 ♦ e • s .. . a 7 x ,: y.r j�. r r,,...F f ,,,. ¢ ,xo-.<r,ux a. }, ,�,,,,.: ,,.�f;: ,,..< , r _ � - - //�� -J - S- ew,. 5„Y, ,na y a. n .. s..,a A., .....n.zF ax..red. �xL . x,r a x r,.-..� - ° _ i ,y '•c-_ q _ �3,90® Sf i PA AYk. 1 a ,Q 0 <� 0 n 2 12 Wr , . Hl P =I t �;4 PATHWAY 1.93 Ac I - E. HILL ARK STREET 116 � MULTI-FAMILY LOTS 7.83 ACRES Q- _ E ILL ARIL STREET DIRECTORY E. HILL PARK STREET - -� --� ,� F �,_ - - - - 15 3,420 sf coy �- w < �,__ -„ � APARTMENTS UNIT c5 NORTHERN APARTME (108 S) }- o 3PVC 8P ss - o -� ss< ss< < 95= 12 1 BEDROOM AND 96 2 BEDROOMS '� z - ax.r J r- ;i ,., $ _ J PARKING: -- .� s' 1 i 059 sf -- - --- Q . -------------•. � E b ,. : I . •. . . = �=° - - t :Q N- •f- sf -I e 13 ,u 6,702 sf o + a I 16 3,420 sf > , S 2,904 - - . o z w - DIRECTORY 1 ®4 z,�28 sf f ►-=�.-.--- y. :� 210 REQUIRED PARKING SPACES 108 REQUIRED COVERED _ �. fxlsT. ssH -3 _ ' Q a: : .115 ----- 9,436 sf = 14 PARKING SPACES 108 CO RED D 9 DICAPPED ~= w 1, ^ -1 2 VE AN V R/r�1-2704.0E q r �P I 102 97' j® 95 co 2 3,416 sfe P 8 PARKING SPACES (FOR DAYCARE) ■�i � z /�1�/2686 3 (l�J 1 - v� g o o 3109 sf'.. n ^ � 250 SF PER UNIT X 108=27,000 SF REQUIRED 0.62 ACRES ins 2686 (�� 1 18 �-. ' _ .4 17 3,42o sf 37 -. 118' 4L PE10L _- �, -` I , ry ,t 1 TOT LOT AREA L� 270�.... & ,;'1 � �_ 95 in 3,420 sf z 639 w 1 L -�;u;:/ , 7 :., of I*'.-• 7,360 sf 1 DAYCARE LOT (Oe46 ACe) r V„ 5 1 of 3p o p i 1 �v, �j � - "'� � � I- ., c.� t -...t--.. p 2,334 sf p� - Q a 6 � J `t/ o 9517 SOU ERN ARTMENTS 60 UNITS)o 115 ( ) _Ij - s `% 0 p p ,- PIR �i J 18 3,42a sf 14 �,, � > / / -- � 16 235 sf ---- 6 m -1 _ � 60 (2) BEDROOMS -' �- 1 - a- I T_ 7 3,321 sf 36' 95' 4 3,420 sf °O 9 479 sf ----------------- PARKING: �' Q � �' 1. I / QUSEr 'mt�F iR 47 95, 36 n � 120 REQUIRED PARKING SPACES (60 REQUIRED COVERED) p 10 a / CLUB N 27 26 5 19 20 sf 144 PARKING SPACES 60 COVERED AND 6 HANDICAPPED �, �/ t 3 101 1 28 2 2 23 3,4 ( ) f ^ 5 3,42o sf 7,36a sf 119 250 SF PER UNIT X 60=15,000 SF REQUIRED) 0.34 ACRES s �- �x� x,,� 3,704 sf a .•, cr) � :� � �, 95' � _ 1 CLUBHOUSE, POOL & TOT LOT AREA a' 95= I ` v i 7 �� � � :N lqt* N �11F 115 v �� M M M M `� '. 3 386 sf �t lij REQUIRED MULTI-FAMILY OPEN SPACE 0.96 ACRES >a _-- -�--- �-. M "It 20 F,, r� SCALE 1 =60 ...... .............. .... - - . . ' 9 2,400 sf `f _ 6 3,42o sf - 15 E PROD ED 1.19 ACRES 27Q6 _-; �, n ��o _ o MULTI FAMILY OPEN SPAC D I k, 89 ;� 35 , , , , , Y c� - 1; r � ti I (� c,+ 36 36 I N = I W 9,522 sf I �.1 �'� t'�„��� � 14 .P 37 36 36 36 36 21 981 sf 95 c.� co > < , DWG.DATE,�, � � � 06�25�21 rls 0 0 60 sf �,, t v `1 3,4� sf a ti � 7,3 o.. .. -----------=----- 30 10 _ m o SINGLE-FAMILY AMENITIES. I �� f `� E. HILLSO G W �, 7" 3,58o sf co� W 1 PLAYGROUND WITH SITTING AREAS & COVERED AREA PROD. N0. 903®4 S �� - o I m -ST. - _/ •,- 1.b 'ti 119 - - 2 PICNIC SHELTER SHEET 2 OF 4- 3. TWO P AREAS WITH ART OR PLANTER AREA 60 30 0 60 120 180 4. CENTRALCOMMON AREA (1.93 AC.) WITH PATHWAYS MULTI-FAMILY AMENITIES: PRE- 2 SCALE IN FEET 1. POOL AND CLUBHOUSE (CLUBHOUSE=2831± SF) 2. TWO TOT LOTS /190304-PRE.DWG I ' ,r 28 aw I _ s20 `sav95 , .vs mq ttssnr.r2 348 - CONNECT TO EXIST14 gym,.. .98 >- '. --•--. ,. � x� 8,309 sf � -' - c3 ----I ITARY SEWER27--'.' •�t 3,420 sf co 9 I I------------ ......... �. 3,124 1 � � 22 3,416 sf ICONNECT TO EXIST. .. WATER MAIN o ms � W 2s 93 �r 113 � I �;�` I 2��1� _ : i iX ® 29 707 sf ® 8 2,027 O y :o ;, 9,393 sf i I OLft* 21 57 f I• < 1s0 � = _I# 1°. s G,.UYr ,...,. C :. vr. fiffi.•T ..f:, - , .r„,. ,.M;..4: ,Y ,.. - of ' I {//faa F4 . . 5 ,�,p� N r ,,, , ..s. d ;. <� '•. L___ eii. >;,, a..rvz. ..e.,, .rB.a.P: >n ,Ut r,: %M1, e n, x,v k fry r , � 4tf PA AY � cn5' 83,900 s W ,� w PATHWAY I E, HI K 118 , - 1.93 Ac LL STREET f I I a : 1041l2 W W a{,h ' V . �fiLL PARK STREET --� I �' �.. DIRECTORY - E. HELL PARK STREET - 15 3 4 Q sf • .� I 0 8 VC 8 �< ss< SS< ss< , '�� ' `\ = W �► _ 5 tts; - 9 > . x4 4,r \ W ,« ?. €'s.°�.,. F.. : �6 ,,v: :a,.. x w e. .. .v. < ... a '. ... - • W W r y - a t <r , "4 { �,7g :w{B", r r,; i,... , '.§xZ Y'i' „ >tX•r- �,.. .r„t _ ry C +r v,< , .0 .. , v ., x )ti,<,,r . _ g. m s u I _ ,Q - __- �y- cn 2 904 sf 3 c,4 DIRECTORY 6,702 sf o 0 4 2 228 sf 16 3,420 sf > a--' _------- -I- CD � , \ �j - f N -°� , ac n z 93 L- -� - =cam \ er EXIST. SSMII -3 W 9,436 sf _ N z 115 RIU=2704.0.t ' s�F , 1 Q2 a ,� ................ 95' Lu 2 3,416 sf -� I ------- INV=2686.3 (�� I - I 97. �O •... vi 95' I > w °' o 3,109 sf - , INN 2686.4 (E) 1 18 a ] 3,420 sf 118 P001 1 37 ' ! COURT J L O BILL9BONC ra a , w 3 3,420 sf 95 7 360 sf O °L s 7 � � I V t i 30 � d Op a 2,334 sf >o� a lc 95+ I --------- -� 0 Q PIR pj OJ 18 3,420 sf v ( _ 16 235 sf 98 , m ® 14 I 7 3,321 sf 36 95= M 4 3,420 sf s 9 479 sf -----------------� I O I 0.37 Ac 1 , ,. e N ' CLUB HOUSE _• � ®� OU � X Ylr�,,4� e� � - 47 95 �� 36 n GE • € 101 1 28 27 26 25 23 22 19 3,42o sf I '` ,f,. :$! :� in •- - :� ::� ,� 95' M ^ M 5 3,420 sf 7,360 sf 119' �t„ 3 704 sf do �, o -�n I U 6 CJe ' O CD (m C140 O� � � rn � �„ I 5 Co a a o ®' 95' - I o er � C.. cv c� C14 115 I I Q d' ,){ .� c,; eJ i o M ,� 20 3,386 sf I I 0 to H . ... ..... 0 f o© s 2s ....2706 - !� •. 9 2 400 sf n ajo 89' icy 3 4 � 15 � I I � � ®� k � M ' 35 ®� I Lu 1 � is• ' h;�: � � r , , - ��,; Y v 36 , �„ , - W 9 522 sf` I 1 37 36 36 36 36 21 981 sf c� �- g LL p o0 ,1 36 95 > �> I I O o0 CL �. O a J r . �,,. , 34Q0 sf -. . J , 60 sf ----------- ---------- I --------- �j = ev , a ® 7 3 ® o.- -T- -4 �- - o E. HILLSOIG ST. �, 7~ 3,58o sf _ 119' I I I ® > ® o 115 U-I I I I I--U ® N �4 2 n, 1 < < Ss< 8 100 1 I �' z ' 3 400 sf ""� --.► W �j Q o - . < ,a I 0 a 1 t „ = 36' • 36+ -g9 34 I I I a z i (wrn , 48 36 36 36 36 36' 8 3,606 sf iLLJ 00 16 , I J 2,400 sf y i 0®' _ I 1 Q m < .--- �M 4.,£.{ 7,360 sf .. :� _Zz < ' 20 19 w a 9,660 sf I I I Z I �t 16 15 14 13 12 11 � I ,• : .� I .� 115 b I I I �r- m ;y$ �, 9 3,6Q6 Sf I I I �11 12 3 200 sf �;, : - es es� o �n in � -� <� 1�'• o o o 0 o cs c� cs o , I I 1 N cat cv N cti cw cw cw cfl O + � ry 115 I t I £� v er ar v .a 100 , �. .... ' I I I .� - ' 1 ") 2 '< ' V• ...,r"�,`- !� �tk,s,r rss?% �,?trmm"v»"e. 1 1 -1,509 .�•f .- • VV • m,. 18 �OQ � o � 17 I I I . rv,-�_..' ' , ,, s .. 35 10 , s sf �� u. :' sf 6 \ I V -�` �, 14 3,697 , , 41 • „t e o n+ , �o f 1 �. I 142 561 sf ,•. 33 36 8,090 s / o m , . h = Yfl r r., Y o .. 02 •-. � �, {r a t r � _ ,�>�,� ,,A,dx ,Y rr �r ¢r� ... ,. a _ .� �r �,� ��� r. . J '.an - \ ., t .-� ., '.v. „Yx: v �'•.. .a „,a ,,,:,k,. ei,} „ s' ;;Av ,.,. F ."tile- n,'}.r. tYt'a „<rv. Fn tSifj E. ,%. ,,,z. P_ �- a a, r r�s CU� a,, �w ST ' fin 15 35 s 2,4 --�d i �- f � W.-SCUM ST. � �t- 9' \ 1 T Q . BLOCK 5 4 --------------- Q -'� o - 9 a 90 - o® 00 .� , � (,,,) � rx ao I R 22 o- ® I � 16 3,2QQ sf � 23 24 25 26 27 ��. 30 Ln cn F -_ ® b o 28 8,434 sf - ra 8,358 sf 8140 sf o b / y I o 40 sf 40 sf 40 sf 70 f v 8,1 8,1 81 8 7 s •- / / I z �' Z o 00 iv _ 8,954 sf 29 �/_ / 69' o cw o � 17 2,112 sf 6 i O ---__ •: �6 v O - ---- -- ,- :�®-.. .z:•- •�. _ '�:�,� i I ,- - -- _ 9,784 sf �� I , m W s �- m .i - O: f -sa: CL , ....................... e"� ! CN N� 42 er,o ,ry - -® 4 74 74' 70' ,� ' PATHWAY ------------------- CD 1 UNNINGHAM ._.. r a W w ® I Q \ 88 :. ;; .. - . .:,. a ,,,.- .._ . . � i '-'�'.- O, I T . s \ LATERAL L �; \ O I , 51 - - ` 31 �c I �- Ck EASE. 31 26 33 33,} 26' 31' -Ss< < _ 1 o z \ : r I z z 26 33 33 �� � EX€ST. Uf I�III A 4 f Q � n - "y"••• 15 5 3 s -' � � LL m _- 4 a,,.r, 5�. V GJ� Irt.d'lsM1T I� - <Ate' - .v..•. _ s L I 1)a,.; ' ,. ® � o O C� I �o � O i.. : 80 80' +.. 90 �„ cn cos :ev ------------••------- ------ �Q o J TTm 4: r .- .►- .. 3 3, -- O 'e E. . a �. cn 31 2 >p v io = ... Lo � N ° �.. �� I J ® �, 27 O �, a:: �, a �34 03 I o -o o \ v ®5 E E_G_ 1 04 f 1 66 f 2 -- _ . c® N � 'x �i o w. S S ° UN��z \ e� . . � . �; � - _ N, N 3,5 0,4 33 4 L_ C) `\ e 7 :3 x , e� �jo� �, N N 35 �, 36 37 I \ + + ! i �' \ BEQCK 6 ?� N �-- v- a: N N N "CO... w I o 0 \ -- 8. 37 <^\i @ `<°� ,#j ry t "" •'T .B� .. o ~ �-• �f3, I N O • - - : b" . y r: v I. m y _ PIR 9,789 sf 9,7 9 741 sf 17 sf 1 65 g 32 z 38 , , ..._..-.. v .77 � �` 9,7 0,8 sf ® I _ - w \ .. . . -�' EG .E&- -- Eta 4� ..... -� cn _ e 65 sf � t :.::- I - wmw �, 13,394 sf _ c? 12704 ® z ... .22,740 sf a _ \' 2,051 sf. i - \ I s E mo t�i r r-- a I °° e� �} \ r+ u"'.k. 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Iilll PARI�STREE� ; AREA W/ 15 HILL - - STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' I GAL -8 PVC 8 PVC a.-SS< ,�, ss< 4 /// _ ss< / SHELTER SHRUB FINE LINE BUCKTHORN RHAMNUS FRA&ULA 'RON W I LL I AMS' 5 GAL -- --- - -� CONNECTION + BEDS --------3g_____ L 13 GRO-LOW SUMAC RHUS AROMATIGA '6R0-LOW' 5 GAL -------- / 2 --- ---- - - / HUSKER RED PENSTEMON PENSTEMON D I G I TAL I5 'HUSKER RED' I GAL I SOD PATHWAY (TYP) , 5 LAy�{N EXISTING IVORY HALO DOGWOOD GORNUS ALBA BAILHALO, 5 GAL pl I 18 30~ / o (TYP) 17 37 FENCE TO j KARL FOER5TER REED 6RA55 GALAMA6RO5TIS ARUNDINAGEA 'K.F.' I GAL - + o Pool - - - - - - - I 3 - - REMAIN // MAIDEN GRASS M I SGANTHUS 51 NEN515 '6RAG I LL I MUS' I GAL li 2 o 6 + , + ,;%' '� (TYP) / BRAKEL I6HT5 RED YUCCA HESPERALOE PARV I FLORA �PERPA' I GAL m 18 4 1441 SUMMERH I NE NINEBARK PHYSOGARPU5 OPUL I FOL I A SEHARD 5 6AL IRON FENCESI N o II I CLUB HOUSE m 8 5 OPEN VI 3s �I II11 5 /� v / 28 27 26 25 4 23 22 + - >I ii "II u _q- - _ _ - �'� 1 20 A 6' VINYL FENCE ALONG 5' OPEN VISION EXISTING �I �1 m ' - 9 6 15 SOD PERIMETER PROPERTY X X X IRON FENCE ADJACENT FENGIN6 LAWN LINES (TYP) TO COMMON AREAS (TYP) (TYP) 35 6. 10 � w � 7 m I n - 1 1 1 �w- HILLSONG ST. \ w w 1 �,- - - - - - - - 1 12 V A A cp - r 0 - -12 8 34 `r 16 rn - / - - 13 20 19 18 1 16 15 14 13 1212 w w � 18 14 10 33 / _ L_ _I L_ I �W _ - DIY,-MACUMBO ST. q 15 � PiR �iR PIR PiR W. AlACUA/Br77 ST. - - - - - - B CK 5 �, - = = =- I. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE G I TY OF MERIDIAN ORDINANCE REQUIREMENTS. + 16 12 ; J L 22 23 24 25 26 27 I / 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. P� 28 DECIDUOUS I = SHADE TREE 29 3. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. SEEPAGE 1s � 6,1 —" (TYP) I BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE �� � x \ A o - IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED G L� I 18" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SHALE SAND WINDOWS. U J 1IP�I I.N� >SSs< w 31 Y d I I WF"NL �.\ w w i �n r W < F \ EXI ING ss< - s < - ss< SB0ROk1GH 5F SS< o J �I X \ THE S TO BEI w / m = 4• NO TREES SHALL IMPEDE THE 40 VISION TRIANGLES AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3 HIGH AT O << I I A �1\ 1 Q \ MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING ° 11A I ��! I I REM VET (T TI'P) ORN MENTAL N 21 '1 22 1 23 24 1 26 27 1 28 1 29 TREE (TYP) TREE CANOPIES TO MEET REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 STREET AND DEPARTURE VISION TRIANGLE. ( ) ?o 1 I 1 1 1 0 31 32 TREES SHALL BE PLANTED NO CLOSER THAN 50 FROM INTERSEGTION STOP SIGNS. IIF I = X I I �X i 1 1 33 34 35 36 37 Q 5• GLASS 11 TREES AND LANDSCAPE IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING CONSTRUCTION ON n III i B oCK lid6 6' HT Ol116 38 32 - THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE DRIVEWAYS AND UTILITIES. TREES MUST BE GLASS 11 AND SHALL ¢ QNYL FENCE NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. n y - _- roE o -_ OEB K 6 GE GE GE GE 3 03 3� w - _ _ - _ - - — — _=:: - - - -- _ - -_ � 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO °., a.- O O O O O O O O O \7 7 A _ l�\ FIR PIR IR PIR PIR - - - PR PIR PIR - 0 0 0 00 0 0 0 0 _ � - R SIR �' R SIR =- o GIR CITY FORESTER'S PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN \ ��° I ® ®, c� c� cam' �I 1\ ---- ---- -- ----- �\f - '® 1 - DES 1 GN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE < �� ® r — x �\ I BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. NCOWPAON sr. HowR M SU9D No. 2 Y ZA - PVC 12 RyG w.s PVC—8 PVC HOGURY LAIUE SUED. L✓0. 2 - --� � ! 7. ALL EXISTING TREES ON SITE TO BE REMOVED. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE REMOVED WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. _LwAND5 Af= CALwCoULATICN5 DE\/ELCFI 4EENT DATA LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED TOTAL AREA ................................. 38.a5 ACRES COMMON AREA ............................... 5.80 ACRES (14.bC19) E. AMITY RD. 42' 1210' / 35' = 55 TREES 36 TREES RESIDENTIAL LOTS .................... 124 EXISTING ZONING ........................... RUT TOWNHOME LOTS .......................... 35 PROPOSED ZONING R-8 $ R-15 ...................... 5. HILLSDALE AVE. 21' 1245' / 35' = 36 TREES 40 TREES MULTI-FAMILY LOTS ................... 2 PLANNER/GONTAGT DEVELOPER OWNER DAYGARE LOT .............................. I CLUBHOUSE LOT ........................... I BECKY McKAY CHALLENGER DEVELOPMENT INC. VIPER INVESTMENTS, LLC COMMON AREA 162,260 / 8,000 = 21 TREES 150 TREES ENGINEERING SOLUTIONS, LLP 1977 E. OVERLAND ROAD 1977 E. OVERLAND ROAD COMMON LOTS 27 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 TOTAL NUMBER OF TREES: a2 TREES 226 TOTAL LOTS .................................... Ia0 MERIDIAN, D TREES 1029 N. R , IDAHOOIO 8 3642 STE.100 Phone (208) 288-5560 8 Phone (208) 938-0980 Fax (208) 938-0941 1OFal1���`f,, E N T E R V I L L E B D I I I N J U N E 79 2021 � JEgSEN'BELTS 0' 80' 160' 240' 65335 ASSOCIATES p,``� Site Planning/Landscape Architecture MERIDIAN , IDAHO PRELIMINARY PLAT LANDSCAPE PLAN ��•., .��►•�� Tyr)343-775ww0 Boise,D menbe89706 NORTH SCALE I" = 80' ���111111�►�� Pn.lxoal S4S-7176 www.teneenbelts.com Issue Description Date ISSUE 6-7-21 ` I • d TOE TOE T� TOE TOE TOE TOE TOP TOE TOP TOE 40E RC C 1 d01 TOP_ Tb�P TOF P �T T a d3 —TOP TOP TOP of — — — T2�OP —TOP TOP _ TOP W X X X E EP dQl �0 d01 d01 sow doli<111�111J # d - d3 d3 - STOP TOP T T� �— x d01 — 0 — GAS Gns c� �PAS—GAS TOP GAS ® Gns � E ����♦I w 1E� �� �� GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA T TC�P EP d3 p TnP TnP Tpp - � j r — ° — E. AMITY ROAD — — — — — — — — — — — — — — — — E. AMITY ROAD _ o � �N N —n EDP &P E —FP CP O 0 I ••• OI I'P Q — T —dui TOE TOE TOP REDUCED F� 0 � T 7 TT_ — — T e11PBE — �� „TOE— d01 T T T P— ' EP - - 0 0 �I �' - _ --- TOE E - - _ _ _ 7 T � TnP ❑ RITE7 f4�J]► - —_- X II 0 „ \ I© �P \ \� \- �To TREET° + • • SOD LAWN / cn 3:CO \ BIKE I + • PIR —Q — P /— • — Q _ ' \ \ LINE -- W \ \ o IIlk— / / BLOC 1 \ \ III w \ I 1 \ 35' LAND5GA E o 6 SOLID INYL / DECIDUOUS BLOCK 2 ORNAMENTAL N\ j I BU FER (TYP) FENCE ( P) / — SHADE TREE \ Top MPH 12 u 1 V \ \ III W o 12 / 8 1 a ` / 12 11 10 9 8 7 6 5 4 3 / (TYP) TREE (TYP) 13 1 O / 3 4 5 ' ` r DEC ID u5 / SHADE TREE V ^ / 6 \ V LAWN I T I / (TYP) $ / \ \ III O I® ( ) // _ - F � � IL- JENSENBELTS m - - - - ASSOCIATES -- - - - W - - - - - w WV El w —J \ \ III ICHTL.E — CDSS< CDI — W — -„ w -- W W W W w \ \ DST TURN I -- - - / 0 SS — �--W���-� — VISION Site Planning \ / >� - 1 / >ss >St >SS >ss I TRIANGLE Landsca a Architecture awE[a✓c Y -SS< SS< SS< I (TYP) P 1509 Tyrell Lane, Ste 130 � I Boise, Idaho 83706 L��jl // / I Ph. (208) 343-7175 SHRUB1ID VIN FOCAL SITTING \ III I w FENCE (TYP) I s BED (TYP) 1 www.jensenbelts.com \ I ' ` 1 — — — — — — — 2 3 4 5 + + , AREA (TYP) J _ �\ . 12 1 v 1 X_C5 7 8 9 10 12 13 14 �' 151 EXISTING WOOD 12 2- / + / 50D FENCE (TYP) L�WN EVER TREE (TYPI /EN (Tl'P) CO PIR - - \ 16 LO BLOC 3 11 /r _j 24 — —o - - - - - - - PI R 0 PIR - PIR / w - - - - - - SOD g I A i 11 I11 I 16 z III\\ \\\ BLOCK 1 I 18 / 40 39 38 37 3 35 34 33 32 31 if — 30 Q �"sL E I u 09 10 \ P A w d / 29 ` z J I I I I I S E (Ty0) / I I . 12 I 1 w I 19 10I I n I I II 1 + D L_ J _ r 17 9 �.0 19� o D - L Q W / a 20 v - - w w \\ Q ,f 0 W _ E. 6AL YMPLE ST. < SS< SS< - - I J SS< 21 w 27 V 1\ a 1 I II I �� + + �`V 1 m 22 0 10 26 0 18 10 III 1 1 ` \1 IV 2 37 g m MA"CHL N 1 Z Q �� U J MA CHL N L2 Q W 0 J oC Q J w j 5; 2 cc W Q z z 2 — W — J (0) w FL.ANT FAL.IETTEE NOTE! °c (REFERENGE SHEET L3) 0. SYM COMMON NAME SYM COMMON NAME SYM DESGRIPTION I. REFER TO SHT L3 FOR PLANT PALETTE, EVERGREEN TREES ORNAMENTAL TREES (GLASS 1) LANDSCAPE NOTES, DETAILS, AND AUSTRI AN PINE GANADA RED CHOKECHERRY GALGULATIONS. Job Number 2034 BLAGK HILLS SPRUGE GRUZAN CRUSADER HAWTHORN SOD LAWN (TYP) ` m FAT ALBERT BLUE SPRUGE HOTWIN6!5 MAPLE MOON6LOW JUNIPER ROYAL RAINDROPS CRABAPPLE KEY M A P NORWAY SPRUGE Drawn Checked � VANDERWOLFS PINE SPRING SNOW CRABAPPLE N-T-s- JJN KCS 6 VINYL FENCE ALONG SHRUBS/ORNAMENTAL GRA55E5/PERENNIAL5 PERIMETER PROPERTY LINES. __ ____________ SHADE TREES (GLASS I I U SEE DTL 4, SHT L3 (TYP) IF li _____ --- S c a l e A S SHOWN ARIZONA SUN 6AILLARDIA BLOOD600D LONDON PLANETREE BLAGK EYED SUSAN ! _ _ Sheet Title + NORTHERN RED OAK j/ BLUE 6RAMMA GRASS 5 OPEN VISION IRON FENCE ------- BLUE MIST SPIREA - � I LANDSCAPE BLUE OAT GRASS �< ADJACENT TO COMMON AREAS I - I __,__ • SEE DTL 5, SHT LS (TYP) SHADE/STREET TREES (GLASS 11) j BLUE RUG JUN I PER =_ _=_ • _T _ PURPLE GONEFLOWER - PLAN CRIMSON SPIRE OAK RED FLOWER CARPET ROSE GHANTIGLEER PEAR DARTS GOLD NINEBARK EXISTING FENGIN6 (TYP) + SKYLINE HONEYLOGUST STELLA DE ORO DAYL I LLY • L TTLELEAF LINDEN % FINE LINE BUCKTHORN I PAG I F I G 6RO-LOW SUMAC,SUNSET MAPLE Sheet Number ' TULIP TREE / HUSKER RED PENSTEMON IVORY HALO D06WOOD / KARL FOERSTER REED GRASS NORTH j MAIDEN GRASS - BRAKEL 16HTS RED YUGGA 0' 50' 100' 150' I _ 9 i SUMMERW I NE NINEBARK I ; SGALE 1" = 50' 2 of 4 Sheets CD Issue N16a 1T� N Description Date III I Ln; . � o W - - - - - - I MA CHLN 2 A 25 A 0 O ISSUE 6-7-21 AY CARE 24 I 19 I �� I�� PLAY ARE ' ;`� 0a IX IIII 31 + I' 24 �I 12 24 III a v '> I + / DECIDUOUS 11 Z 30 i I W 25 --- L----- + 5HA E TREE Q (TYPIII I 13 Q 11 o 26 OCK + n 23 A o S 0 v 0 ® III / 3 ; `,I w — — — — — �' ` o 20 N � IIN1111 #� 14 I IIII 27 ¢ / CONNECTION 22 ~���� E Q❑ © 12 e [1/ v b� a b / PATHWAY (TYP) 12 O , � O o 12 P 9 AC �� o EXI5TIN6 WOODftb — _= + 1 PLAYGROUND 8 J N FENCE (TYP) s !]7 W 12w- I I I � w W_ w SHELTER (T(P) � W - �• 6535 E. HILL PARK STREET DIRECTORY _ / �`/ 15 — - —E H1LL EEFK L PARK STIR ET- - PVC 8 PVC_ ss< s ss< ss< ss< SOD LAWN o ¢ tf� �1� / (TYP) — — — — — - �111iHL1 Is C 1 o + J n o FOCAL SITTING / / --------3�------ _ 13 — — — — �X4 / AREA (TYP) 16` / 5' OPEN VISION 2 / ---- -------J PA LAN ! * + MALT I o IRON FENCE (TYP) _o 5 / 17 n . IIII I 18 I 3� / o / POOL o IIIII I ' � � o - - - - - + + / I 3 37 - ! ® o a II 12 Ise o W 6 + (� j 0 18 nl � 0 � 0 / 14 0 7 o m 4 JENSENBELTS IIII I / m / SHRUB EVERGREEN ao ASSOCIATES CLUB HOUSE PIR / TREE (TYP) 19 36 / BED (TYP) 5 w `�� Site Planning IIII 8 / CIO 27 26 25 4 23 22 Landscape Architecture co Cc, 20 > IIII + / 28 A — 9 1509 Tyrell Lane, Ste 130 NI IIII I� 0 6 2- 15 U o Boise, Idaho 83706 Ph. (208) 343-7175 III III 111 � 10 / 0 35 ¢ 0 www.jensenbelts.com III v n J w - w / 7 L. WL SONG ST. 12 30 ' -ss< IV ss< - ss< o I IIII AR N, � I bb \ 1 � , •/ - N X�NG / \ v I cc IIII , A o _ _ 8 34 1� L4.4 7- � 12 11 > 16 CD VISION 0 III Q -- - - �4_ 13 1 � 9 TRIANGLE � o// 120 19 18 17 16 15 14 13 12 / 12 — I 1 c¢n � (TYP) 18 12 0 `� m 14 10 33 L /+ _ � J II _ _ I O 0 — — — — — — — - - - -I o PIR -- - - PIR - �.. �W- MAMBO -S oa 15 W r�l III 130' ' 6, � / m — — — — — — BOCK 5 ate/ + - - - - - 24 PV \ �1-EEI � // 12 // \\ p/I ow 1 16 � + SO N 12 / / I 6 SOLID VINYL (TYP) — II T i I FENCE (TYP) 22 23 24 25 26 27 V 0 R 28 RI VISION � 29 11 w TRIANGLE - CD a Z TOA >SS ss< '�' I U N N I GH 0 do ss< - - Ln J I LATE AL OO ° - - ss< — s < — -w w W w <�/ ,'� 31 v Q EA E. -ss< - � ss< , 0 r'&DT w I I x l I op Tdk do1 I I 1 0 o W ,�/ 5' OPEN VISION m Z a \ Q o IRON FENCE (TYP) o � J J 21 I 22 aRc 23 T ORNAMENTAL J r 27 I 28 1 29 TREE (TYP) , I �L I I 32 � S �� 0 31 0 > I I x rd 1 33 0 34 35 36 37 0-,w III I BLOCK 6 PL 38 S w RIGH LANE /11 MUST TURN I I — — — — — 32 �' o Z caRacE ¢ 6' SOLID VINYL —� -D I 1 m 19 = Q To o - FENCE (TYP) 13 v"cIR . w B K 6 of lO E.G. z z LLJ Q 27"GIR O TO TOE TOE roE TOE OE TOE OE TOE TOE-- TOE Oa o3 O3 O3 O3 � PIR PIR IR PIR PIR PIR IR W G GIR GIR GI - R R GIR R GIR PIR O O tJ O t7 O O O O p p [7 \ _ III o I III 1\ o0 0 �G \ o I ` U w FL.ANT PALETTE NOTE! (REFERENGE SHEET L3) SYM COMMON NAME SYM COMMON NAME SYM DESCRIPTION I. REFER TO SHT L3 FOR PLANT PALETTE, EVERGREEN TREES ORNAMENTAL TREES (GLASS 1) LANDSCAPE NOTES, DETAILS, AND GALGULATIONS. Job Number 2034 AUSTRI AN PINE GANADA RED CHOKECHERRY BLAGK HILLS SPRUGE GRUZAN CRUSADER HAWTHORN SOD LAWN (TYP) ` m FAT ALBERT BLUE SPRUGE HOTWIN6!5 MAPLE MOON6LOW JUNIPER ROYAL RAINDROPS CRABAPPLE KEY M A P NORWAY SPRUGE Drawn Checked � VANDERWOLFS PINE SPRING SNOW CRABAPPLE N-T-s- JJN KCS 6 VINYL FENCE ALONG SHRUBS/ORNAMENTAL GRA55E5/PERENNIAL5 PERIMETER PROPERTY LINES. __ _________________ SHADE TREES (GLASS 11 U SEE DTL 4, SHT L3 (TYP) --- S c a I e AS SHOWN ARIZONA SUN 6AILLARDIA BLOOD600D LONDON PLANETREE BLAGK EYED SUSAN ! _ _ Sheet Title + NORTHERN RED OAK j/ BLUE 6RAMMA GRASS 5' OPEN VISION IRON FENCE -------- BLUE MIST SPIREA - I LANDSCAPE BLUE OAT GRASS �_ < ADJACENT TO COMMON AREAS , - I __,__ • SEE DTL 5, SHT L5 (TYP) ® ! ==r== ' - -- SHADE/STREET TREES (GLASS I U j BLUE RUG JUNIPER =_ _ _T I _ PLAN --- ° 's° PURPLE GONEFLOWER - _ _ « II . s CRIMSON SPIRE OAK RED FLOWER CARPET ROSE I ! . GHANTIGLEER PEAR DARTS GOLD NINEBARK EXISTING FENCING (TYP) SKYLINE HONEYLOGUST STELLA DE ORO DAYL I LLY • L I TTLELEAF LINDEN % FINE LINE BUCKTHORN I 6RO-LOW SUMAC PAG I F I G SUNSET MAPLE I �, _ _ s • Sheet Number ' TULIP TREE / HUSKER RED PENSTEMON 14-°Y ° l IVORY HALO D06WOOD / KARL FOERSTER REED GRASS NORTH j MAIDEN GRASS - L2 BRAKEL 16HT5 RED YUGGA 0' 50' 100' 150' I _ 9 SUMMERW I NE NINEBARK it SGALE 1" = 50' 3 of 4 Sheets Issue Description Date ISSUE 6-1-21 PLAIT PALETTE 8' x 2" x 2" CEDAR STAKE, 2 PER TREE. 6' O.G. POST GAP SYM COMMON NAME BOTANICAL NAME SIZE SET 5TAKE5 PARALLEL TO PREVAILING I YY x 5 Y2" RAIL EVERGREEN TREES WIND. 5EGURE WITH RUBBER CINCH TIE5. '/g" x 6" VINYL AUSTRIAN PINE PINUS N16RA 6-8' HT B4B DO NOT PENETRATE ROOTBALL. PICKET PANELS BLACK HILLS SPRUGE PIGEA 6LAUGA 'DEN5ATA' 6-8' HT B4B SEE NOTE 3. FAT ALBERT BLUE SPRUGE PIGEA PUN6ENS 'FAT ALBERT' 6-8' HT B4B �`��� 1OF�1I MOONOLOW JUNIPER JUN I PERUS 5GOPLULORUM 'MOO6LOW' 6-8' HT B4B �ti��Q4 ROOT GROWN TO BE 1-2" NORWAY SPRUGE PIGEA ABIE5 6-5' HT B4B C' G 411 ABOVE FINISH GRADE. VANDERWOLF5 PINE PINUS FLEXILIS 'VANDERWOLF5' 6-8' HT B4B TRUNK FLARE MUST BE VISIBLE IN PLANTING BEDS: SHADE TREES (GLASS III) ftb MULGH AS SPEGIFIED. J; 5-O MIN BLOOD6000 LONDON PLANETREE PLATANU5 x AGERIFOLIA BLOODOOOD 2 GAL B�B b:_�� 5 BRUSH AWAY FROM TRUNK. � QDNORTHERN RED OAK QUERGUS RUBRA 2" GAL BBB FERTILIZER TABS AS SPEGIFIED X 5" x 5" SQ POST �trip i 11 I I SNIP BASKET SHADE/STREET TREES (GLASS II) i TURN BAGK BURLAP 1/3. _ GRIMSON SPIRE OAK QUERGUS ROBUR x Q. ALBA 'GRIMSGHMIDT' 2" GAL B4B 2-O Mt =III=III=III= I BAGKFILL W/ TOPSOIL MIX GHANTIGLEER PEAR PERUS GALLERYANA 'GLEN'S FORM' 2" GAL B4B III I I I I I I I III SKYLINE HONEYLOGUST GEED I TS I A TRI AGANTHOS I NERM I S 'SKYGOLE' 2" GAL B B - i= AS SPEG'D � TAMP LOOSELY _;III-III- IN 4"-6" LIFTS LITTLELEAF LINDEN TILIA GORDATA 2" GAL B4B 2 x BALL DIA. PAGIFIC SUNSET MAPLE AGER TRUNGATUM x A. PLATANOIDES 'WARRENRED' 2" GAL B4B FOOTING PER MF6 TULIP TREE LIRODENDRON TULIPIFERA 2" GAL B4B REGOMMENDATI ONS ORNAMENTAL TREES (GLASS 1) NOTES: FLAME AMUR MAPLE AGER 61NNALA 'FLAME' (9-8' HT. MULTI-STEM I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. GANADA RED GHOKEGHERRY PRUNU5 VIR6INIANA 'GANADA RED' 6-8' HT. MULTI-STEM 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER NOTES: JENSENBELTS PLANTING. IF SYNTHETIC WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. HOTNIN CRUSADER HAWTHORN CRATAEOUS CRUS-GAR 'CRUZAM' 2" GAL BBB ASSOCIATES HOTWIN65 MAPLE AGER TATARIGUM 'OARANN' 6-8' HT. MULTI-STEM 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS 2. VINYL FENCE STYLE MAY VARY SLIGHTLY. ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KW5' 2" GAL B$B RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN SPRING SNOW GRABAPPLE MALUS 'SPRIN6SNOW' 2" GAL B$B Site Planning STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF Landscape Architecture THE I YEAR WARRANTY PERIOD. SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. L� V I N)"L PR I VAGY FENGE ARIZONA SUN 6AILLARDIA 6AILLARDIA x 'ARIZONA SUN' I GAL 1509 Tyrell Lane, Ste 130 BLACK EYED SUSAN RUDBEGKIA FULOIDA 'OOLDSTRUM' I GAL Boise, Idaho 83706 NOT TO SCALE j/ BLUE 6RAMMA GRASS BOUTELOUA 6RAGILI5 'BLONDE AMBITION' 16AL Ph. (208) 343-7175 BLUE MIST SPIREA GARYOPTERI5 x GLANDONENSIS 'BLUE MIST' 2 6AL TREE PLNTI NCB/STK I NCB / BLUE OAT GRASS HELIGTOTRIGHON 5EMPERVIREN5 I GAL www.jensenbelts.com / BLUE RUG JUN I PER JUN I PERUS HORI ZONTAL I5 'W I LTON I' 3 6AL NOT TO SCALE PURPLE GONEFLOWER EGHI NAGEA PURPUREA I GAL 2 x 2 50 POST 6 1 O.G. HORIZONTALRAIL / RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 2 GAL (.080 WALL MIN) 4" PICKET 5PAGIN6 DARTS GOLD NINEBARK PHYSOGARPUS OPULIFOLIUS 'DARTS GOLD' 5 6AL }' 5/8" x 5/8" PICKETS / STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' I GAL (.050 WALL) / FINE LINE BUCKTHORN RHAMNUS FRA6ULA 'RON W I LL I AMS' 5 GAL GRO-LOW SUMAC, RHUS AROMATIGA '6R0-LOW' 5 GAL / HUSKER RED PENSTEMON PENSTEMON D161TALIS 'HUSKER RED' I GAL IVORY HALO D06WOOD GORNUS ALBA 'BA I LHALO' 5 GAL / KARL FORESTER REED GRASS GALAMA&ROSTIS ARUNDINAGEA 'K.F.' 16AL MAIDEN GRASS MISGANTHUS SINENSIS '6RAGILLIMUS' I GAL Z BRAKEL 16HTS RED YUGGA HESPERALOE PARV I FLORA 'PERPA' I GAL Q X SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIA 'SEWARD' 5 GAL J < z MULGH AS SPEGIFIED. O 1••` BRUSH AWAY FROM STEM. 6' VINYL FENGE ALONG 5' OPEN VISION 0°0 °0° 0°0 °0° EXISTING °°° °°° °°° °°° SOD PERIMETER PROPERTY IRON IRON FENCE ADJACENT FENGIN6 000 000 _ 000 000 LAWN LINES. SEE DTL 4, THIS TO COMMON AREAS. 000 000 �t 000 000 SHT (TYP) SEE DTL 5, THIS SHT (TYP) (TYP) _ ° ° ° N ° ° ° -III III TURN BACK BURLAP, TOP 1/3 OF BALL. o°o °o° o°o °o° ° ° ° ° ° ° U KEEP GROUND LINE SAME AS NURSERY. °°° °°° ° ° °°° -III- -III- ° ° -III 0 CD FERTILIZER TABS AS SPEGIFIED 12" GONGRETE — -I =III-- III=1 FOOTING I 0 III=1 I = I 1=III=III-=__ I V T PLANTI N6 SOIL AS PER SPECS. Z NOTES:I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. I. ALL LANDSCAPE SHALL BE INSTALLED IN AGGORDANGE WITH THE G I TY OF MERIDIAN ORD I NANGE REQUIREMENTS. ul Z Q NOTE: D 16 HOLE TW I GE THE SIZE OF ROOTBALL. J 2. IRON FENGE STYLE MAY VARY SLIGHTLY. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. Q 3. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT GLEAR ZONE OF ALL STORM DRAIN PIPE, STRUGTURES, OR w Q F_ FAGILITIES. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION rj I RON FENGE AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN SOD TO BE PLAGED W J SHRUB PL�NTI NCB NOT TO SCALE OVER DRAINAGE SHALE SAND WINDOWS. 0. 2 - � NOT TO SCALE 4. NO TREES SHALL IMPEDE THE 40' VISION TRIAN6LES AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS > OVER 3' H16H AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIE5 TO MEET REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY cc WITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50, FROM INTERSECTION STOP 516NS. LANr;�5CAFE CALCULATION5 5. GLASS 11 TREES AND LANDSCAPE IN FRONT OF BU I LD I N6 LOTS ON INTERIOR STREETS TO BE COMPLETED DURI NO GONSTRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE DRIVEWAYS AND UTILITIES. LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED TREES MUST BE GLASS II AND SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY z E. AMITY RD. 42' 1210' / 35' = 35 TREES 36 TREES LINES. W6. PLANT LIST IS REPRESENTATIVE AND SUBJEGT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPEGIES THAT J ARE SUBJEGT TO CITY FORESTER'S PRE-APPROVAL. PLANTING BED DES16N AND QUANTITIES MAY BE ALTERED u W TURF 8 S. HILLSDALE AVE. 21 1245 / 55 = 36 TREES 40 TREES DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL MULGH AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY PER SPEC REMOVED FROM TREES. COMMON AREA 162,260 / 8,000 = 21 TREES 150 TREES 7. ALL EXISTING TREES ON SITE TO BE REMOVED. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE I REMOVED WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. TOTAL NUMBER OF TREES: ci2 TREES 226 TREES 4 I— —III ' Oa1=III I 1 ,III 11 i =III I- EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MIT16AT1ON (IF REQUIRED): Job Number 2034 III III III III—III 1 —III III=III- 154 TREES (2" GAL) = 268 GAL INCHES ' 1:,II1111111111��� FINISH GUT E06E TOP SOIL Drawn Checked GRADE J J N K C S �ATA Scale AS SHOWN X Sheet Title TOTAL AREA ................................. 38.G15 ACRES COMMON AREA ............................... 5.80 ARRAS (14.8a%) PLANTER GUT BED ED62E RESIDENTIAL LOTS 124 EXISTING ZONING .................... .......................... RUT LANDSCAPE NOT TO SCALE TOWNHOME LOTS .......................... 35 PROPOSED ZON I NO ...................... R-8 $ R-15 PLAN MULTI-FAMILY LOTS ................... 2 DAYGARE LOT .............................. I PLANNER/GONTAGT DEVELOPER OWNER CLUBHOUSE LOT ........................... I BECKY McKAY CHALLENGER DEVELOPMENT INC. VIPER INVESTMENTS, LLC COMMON LOTS ............................... 2-1 ENGINEERING SOLUTIONS, LLP 1977 E. OVERLAND ROAD 1977 E. OVERLAND ROAD TOTAL LOTS Ia0 1029 N. ROSARIO STR., STE.100 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 Sheet Number MERIDIAN, IDAHO 83642 Phone (208) 288-5560 Phone (208) 938-0980 Fax (208) 938-0941 L 3 4 of 4 Sheets E AIA'TY RraW E. AAATY RW 'a•.'�'•__:•'.yam. T. .%.�'�` �y�.' '���r.. '�, FLAN7 FALE77E {.' rlBLOCK 1 BLOC 2 'a 7,A 5YM GOMMON NAME BOTANIGAL NAME SIZE rx 1 � r •x '�, z 13 +' 11 10 9 8 7 6 5 4 3 3 4 5 EVERGREEN TREES 6' HT SOLI D -� VINYL FEN E s AU5TRIAN PINE PINU5 N16RA 6-S' HT BBB ' - (NP) BLAGK HILLS SPRUGE PIGEA GLAUGA 'DEN5ATA' 6-8' HT B-$B ` J FAT ALBERT BLUE SPRUCE PIGEA PUN6EN5 'FAT ALBERT' 6-8' HT B�B 1'YF MOON6LOW JUNIPER JUN I PERUS SGOPLULDRUM 'MOOGLOW' 6-8' HT B�B I NORWAY SPRUCE PIGEA ABIES 6-S' HT BOB VANDERWOLF5 PINE PINU5 FLEXIL15 'VANDERWOLF5' 6-8' HT B-$B 14 B SHADE TREES�GLA55 III} R .1 12 k f 1 - - 2 3 4 5 6 7 8 9 10 ' ' 12 13 (TYP) 1 1 11 � = 15 . ,;,.. BLOOD6oOD LONDON PLANETREE PLATANU5 x AGERI FoL 1A BLooD6OOD 2 GAL B$B FOG SITTING -� 4 NORTHERN RED OAK QUERGUS RUBRA 2" GAL B.$B 16 POINT TYP) BLaC 3 `11- 24 k ......_ _. 5HADEISTR.EET TREES (CLA55 111 I 17 16 GRIMSON SPIRE OAK QUERGUS ROBUR x G. ALBA 'GRIMSGHMIDT' 2" GAL B B LOCK t ++ - - 40 39 38 37 36 35 34 33 32 GHANTIGLEER PEAR PYRUS GALLER`rANA 'GLEN'S FORM' 2" GAL BBB Y SICYL I NE HONEYLOGUST 6LED I T51 A TR I AGANTHOS I NERM I5 'SKYCOLE' 2" GAL B 4 B " T ` 29 LITTLELEAF LINDEN TILIA GORDATA 2" GAL BtB 'x I ' JPLAY PAGIFIG SUNSET MAPLE AGER TRUNGATUM x A. PLATANOIDES 'HARRENRED' 2" GAL B-$B _ 17 9 TULIP TREE LfRDDENDRON TULIPIFERA 2" GAL BBB SHE LT f=R 2n a E ONJI lL�IPLE Sr. r - - - - ORNAMENTAL TREES 1)(G�SS 1) 27 l 3, 21 FLAME AMUR MAPLE AGER 61NNALA 'FLAME' 6-8' HT. MULTI-5TEM CANADA RED GHOKEGHERRY PRUNU5 VIRGINIANA 'GANADA RED' 6-8' HT. MULTI-STEM ri 22 2s � 18 1a GRUZAN CRUSADER HAWTHORN GRATAE6U5 GRU5-6ALL1 'GRUZAM' 2" GAL B4 B n', 2 3 4 5 m 1 1 _ _ _ s 8 SION NOTHINGS MAPLE AGER TAT.4RIGUM G.4RANN 6 8 HT. MULTI-STEM �, 23 - 1 ANGL# ROYAL RAINDROPS GRABAPPLE MALUS x 'JF5-ICW5' 2" GAL 54 B F'• . �;-, - _._._--._. EN ( P) 25 5PR€N6 SNOW CRABAPPLE MALUS '5PRINGSNOWI 2" GAL B-$B NY CARE E { P} 24 19 _ 12 SHRUBS/ORNAMENTAL C7RA55ES/PERENN I ALS x4 _ / i 24 25 -_ >; ;:,:. u " N + :;. 11 ARIZONA SUN 6AILLARDIA 6AILLARDIA x 'ARIZONA SUN' I GAL BLAGK EYED SUSAN RUDBEGKIA FUL6I0A '60LOSTRUM' 16AL y 23 BLUE 6RAMMA GRASS BOUTELOUA 6RAG I L I S 'BLONDE AMBITION' I GAL °R _ _ _ 20 BLUE MIST SPI REA GARYOPTERI S x GLANDONENS 15 'BLUE MIST' 2 6AL 13 - - �' N BLUE OAT GRASS HELI GTOTRI GHON SEMPERVIRENS I GAL ,: �- 27 C - .•4.� r 14 22 Y `•€ ' • o BLUE RUG JUNIPER JUNIPERU5 HORIZONTALIS 'WILTONI' 3 GAL ---- / 12 /• 9. PURPLE GONEFLOWER EGHINAGEA PURPUREA I GAL 116 1 N _ _ ",' :�` RED FLOWER GARPET ROSE ROSA FLOWER CARPET- NOARE 2 6AL IF - J DARTS 60LO NINEBARK PHY5OGARPU5 OPULIFOLIU5 'DART'5 GOLD' 5 GAL E. HILL PARK STREET 01RcraRr 15 E HILL PART( STREET STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' I GAL E HILL P STREET ti i SHRUB 1-N u FINE LINE BUGKTHORN RHAMNUS FRA6ULA 'RON W I LL I AMS' 5 6AL . BED _ , 6RO-LOW SUMAG RHUS AROMATI GA '6RO-LOW' 5 GAL CN1�lE4�!T1Ql+t 16 - &:v - ---- 13 �� �� i HUSKER RED PEN5TEMON PEN5TEMON DIGITALIS 'HUSKER RED' I GAL o J 5 EXISTING IVORY HALO 006WOOD GORNU5 ALBA 'BAILHALO' 1 1 5 GAL �17 FENCE T4 KARL FOER5TER REED 6RA55 GALAMA6ROST15 ARUNDINAGEA K.F. I GAL o QoaL oTryr'# ,3':' .. . ,_.. 37 REMAIN -.- _- ;::.�::.:'�; `'`: - ', .. :* ` 3 MAIDEN GRASS MI5GANTHU5 SINENSIS '6RAGILLIMU5' I GAL 2 0 s '' + Y BRAKEL I6HT5 RED YUGGA HESPERALOE PARVI FLORA 'PERPA' I GAL -- - - - --- 18 14 SUMMERW I NE N1 NEBARK PHYSOGARPU5 OPUL I FOL I A SEWARD 5 GAL 7 m 4 5' PEN VISION 1� 36 aLue �10us8 IR NF GE ( ) 510 28 27 26 25 24 23 22 0 - 20 6' VINYL FENGE ALONG 5' OPEN VISION EXISTING - - s 15 5OD PERIMETER PROPERTY IRON FENCE ADJAGENT FENG ING 35 >�' ;'' LAWN LINES (TYP) TO COMMON AREAS (TYP) (TYP) J } m n E HILLSOHG ST. 7 1 2 1i 34 ` 13 20 19 18 17 16 15 14 13 12 12 n = _ 19 t4 10 33 L - ---- - r. W. MACUM130 ST. W. AL4LYlMG37 ST 15 — — — 1 f, 12 --_._.-._._ BLOCK 5 f;:,- I. ALL LANDSGAPE SHALL BE INSTALLED IN AGGORDANGE WITH THE GIT'' OF MERIDIAN ORDINANGE REQUIREMENT5. i2 22 23 24 25 26 27 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRI6ATION SYSTEM. DEC1D OUS 28 �. ,; SHADE TREE 29 :';r ` ` 3. TREE5 SHALL NOT BE PLANTED WITHIN THE 10-FOOT GLEAR ZONE OF ALL STORM DRAIN PIPE, 5TRUGTURE5, OR FAG ILITIE5. 5EEPACvE tg; (TYP) BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE GON5TRUGTION AND INSTALLATION OF THE LANDSCAPE IRRI&ATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJAGENT TO SEEPACvE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED 18" IN DIAMETER. NO LAWN SOD TO BE PLAGED OVER DRAINAGE SHALE SAND WINDOWS. 31 Y •;-: E HILL580ROUGH 5T, -'• ca EXI ING- 4. NO TREES SHALL IMPEDE THE 4O' VISION TRIANGLES AT ALL INTERSEGTION5. NO GONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT xl i I THE S TO BE! „' 4 MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR ROH. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING 1' N 1 ! REM VET (Tl�P) OR MENTAL TREE CANOPIES TO MEET REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. 21 1 22 I 23 24 25 1 26 27 1 28 1 29 TREE {TYP} } : . : i I xi i i i 0 31 32 -1 TREES SHALL BE PLANTED NO GLOSER THAN 50' FROM INTERSEGTION STOP SIGNS. �; ,y, • I 1 j j 33 34 35 36 37 5• GLASS 11 TREES AND LANDSGAPE IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING GONSTRUGTION ON f' I BL cK s 6' HT LID 38 THESE LOTS. TREE LOCATIONS MAYBE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. TREES MUST BE GLA55 II AND SHALL VINYL FENCE 32 NOT BE PLANTED WITHIN 5' OF HATER METERS OR UNDERGROUND UTILITY LINES. 19 (T*T F) B acK s ::: _•.' :.. ... - -... At 6. PLANT LIST IS REPRESENTATIVE AND SUBJEGT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPEGIES THAT ARE SUBJEGT TO GITY FORESTER'S PRE-APPROVAL. PLANTIN6 BED DESIGN AND QUANTITIES MAY BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUGH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. W. RIA°TQA+ST. -7• ALL EXISTING TREES ON SITE TO BE REMOVED. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE REMOVED WITH MERIDIAN GIT'r FORESTER PRIOR TO REMOVAL. LAN:;�5CAFE CALOULA71 CN5 ::)r=\/ELCF��EN7 =�A7A LOCATION BUFFER HOTH LENGTH REQUIRED PROVIDED TOTAL AREA ................................. 55P5 AGRE5 60MMoN AREA ............................... 5.8o AGEAS (14.8q%) E. AMITY RD. 42' 1210' 155' = 35 TREES 36 TREES RESIDENTIAL LOTS .................... 124 EXI STI N6 ZONI N6 ........................... RUT TOWNHOME LOTS .......................... 35 PROPOSED ZONING R-8 $ R-15 ...................... 5. HILLSDALE AVE. 21' 1245' / 55' = 36 TREES 40 TREES MULTI-FAMILY LOTS ................... 2 PLANNER/GONTAGT DEVELOPER OWNER DAYGARE LOT I CLUBHOUSE LOT I BECKY McKAY CHALLENGER DEVELOPMENT INC. VIPER INVESTMENTS, LLC GOMMON AREA 162,260 18,000 = 21 TREES 150 TREES """ " """"""""' ENGINEERING SOLUTIONS, LLP 1977 E. OVERLAND ROAD 1977 E. OVERLAND ROAD COMMON LOTS 27 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 TOTAL NUMBER OF TREES: C12 TREES 226 TREES 1029 N. RAN, ID STR., 5T2.100 Phone 208 288-5560 TOTAL LOTS .................................... IGO MERIDIAN, IDAHO 83642 � } Phone (208) 938-0980 Fax (208) 938-0941 ►►111111110r OF ONE 4WEr E N T E R V I L L I V I 1 0 N J U N E 7, 2021 ENSENBELTS JASSOCIATES 01 80' 160' 240' i G535 Vim= Ste�w I t-anfta"Aratrteah" MERIDIAN , IDAHO PRELIMINARY PLAT LANDSCAPE PLAN 'r��• i �►�'`'�� ,tfOY,yr343-7.et.SO go"IDwwjwft*m 0m NORTH SCALE 1" = SO' ah taoat s�a-rne ....1•ti•r,e.ie..000, 10 12 13 14 BLOCK 3 15' REAR 15' REAR 15' REAR FENCE (SEE LANDSCAPE PLAN) 16 32 11 i 31 i i 30 i i 29 o� io o� �o of io HOME COMMON HOME HOME HOME ORIENTATION LOT ORIENTATION ORIENTATION i ORIENTATION 20'(GARAGE) FRONT i H'(GARAGE) FRMi i 20'(GARAGE) FRONT i ——— ---i i--------1 r----------1 10'(LIVING) FRONT 10' LIVING FRONT L ( � 10' LIVING FRONT L---------� — --�---] ----- --- 17 r7 Y FENCE (WILL NOTEXTEND PAST o _ m > 2g o FENCE (SEE FRONT PLANE OF DWELLING), (TYP.) CEP EP EP EP EP LANDSCAPE EP U' e e e Ey PLAN) E. DALRYMPLE ST. L C CD 27 LJ CD w i I nm 9 aCD- ACCESS NOTE LLJI --- ------------------- • LOT 27: ACCESS FROM s > PENNVILLE AVE. z • PER CITY OF MERIDIAN Ld 10 26 UDC 1 1-6C-3D.5 cn a CEN TER VILLE PRELIMINARY PLA T (COMMON DRIVE EXHIBIT) 1 " = 30' EXHIBIT-A J > wl 4 z z zw 6 w � � Q U; 35 5'_SIDE ---------- /V CD FENCE (WILL NOT EXTEND PAST f zo 7 FRONT PLANE OF DWELLING), (TYP.) m CD E. HILLSONG ST. ---------------------------- 5' SIDE 5 SIDE as a to to I� I C I� rm= I r �� 8 to I � o 34 v I Iz Io z I O ---------- L _1 --------------------J I v 5' SIDE m I � 5' 20' MIN. r�-7 77�-----o-- 5'--WE-----------� o to SHARED n I HOME I I< I z m= DRIVEWAY ORIENTATION i i� i f 9 I� I I to to z I 13 12 ------------ I w 5 SIDE 5' SIDE 33 i I< I� m= � Iz In z -- -- I� I 10 i� z z I --------------------J 5' SIDE FENCE (SEE ACCESS NOTE LANDSCAPE LOT 7: ACCESS FROM 25 26 PLAN) 27 PENNVILLE AVENUE. • LOT 12: ACCESS FROM BLOCK 5 HILLSONG STREET. • PER CITY OF MERIDIAN UDC 1 1-6C-3D.5 CEN TER VILLE PRELIMINARY PLA T (COMMON DRIVE EXHIBIT) 1 " = 30' EXHIBIT-B 1 I �� ELWR PiS® S�BD �, c� ® C'4 p O _j _j Q c- SO N ( V) I I I p p FROPOSEO SS4fFd I 0 00 I I I I RIU=2696Ot Nuj I 1 1 1N1/-268811- (AN) 6 W ® Z ----- -------------- - I I E f 1Al1/-26 2(s) H 20 w I - - ----- ---------------------------- -- ----- ---------- ----------- w - • w _ > 12VV 12W 12W EP EP ---- -eA� _._..�� - w CATER MAIN (BY OTHERS) - - - - - - - - _ 1 - - - 1 �, 2 - GAS GAS -------------------__--------------------- � � � z L! w �ArtA/7Y RoAo- - - WATER MAIN BY OTHERS) _ - - - - - W Q zPvc - - t - - - - z � � w -7 7 3: _A. .�. I ? W a t. \ PIR PIR PER PIR \\ PIR PIR PIR \\\ f a ®N ----------------I--T-------- --------T--- - \ J^ I 1 I 2 \\ I E1 11 10 9 8 7 6 5 4 3 d 3 4 5 2 \ ' ' SSMH#2 SSMH#3 6 1 1 ' \ 1 1 RIM ELEV=2698.61 RIM ELEV=2695.29 6 \ ' ' 1 INV OUT=2691.17(E) I Ii�IIV OUT=2590.14(+) \ M IN= 2690.24(SE) V #A­3.221jj >a e7 1 \\ RIM ELEV=2700.82 -- - --QJILLILL),IJ TV - d I Z ® C\I \ M 230�@-0.7% � 1 I \ - ss< --------- I W 1 ------ UTILITY NOTES � z o �°-v I --------I----- z Q'_ 00 to 71 LF -1.9 I >� 332��-o.s% - ITIT >Ss. >ss 241 LF s<0.4 I s W 00 to ss I Lj a \ ..., SSMH gqa-3.z1 . :. a . I I SSMH 4 W WOODMURR9 COURT 1. SANITARY S ER: PROJECT FILLS ER FROM A PROPOSED SEWER FAIN LOCATED IN ^ \ RIM ELEV=2700.89 - ® RIM ELEV=2695.53 1 L.L. O co \ III QUT=2s91.56(s) SSMH#A-3.23 I PROPOSED SHELBURNE SOUTH SUBDIVISION ON THE NORTH SIDE OF E. AMITY ROAD, cc o� INV OUT= 2690.38(NW) I W ]� cV ssMH#1 I o INV IN=2690.48 S 30 . (} RIM ELEV=2699.18 2 3 4 5 6 7 8 ,;.... I ,_------ --------� --- \\ I IRv N= 691. s W) �- _ AND FROM AN EXISTING SEWER FAIN LOCATED AT THE INTERSECTION OF S. HILLSDALE w •� ® 6NV @I3=2691.66(W)__4 P INV OUT= 2693.30(W) 9 1® RIM ELEV=2695.40 13 14 15 I / 00 1 N Idly QUT=2s89.o8(N) I i 1 AVENUE D E. HILL PARK STREET, AS SHOWN ON PLANS. SEWER WILL BE Lu ® > - I s 1NV IN=2689.18(W) I I ------ - I I ® .. .� ® 15 SSMH#A-3.4 g , - ---; I CONSTRUCTED IN ACCORDANCE IT THE REQUIREMENTS OF THE CITY OF MERIDIAN AND > � z RIM =2699.29 INV IN=2689.18(E) 3 INV OUT= 2691.50(S) I I / I I DEQ, s s w o PIR �_� 1 I I ® z .c I I 16 1 PIR L J I i �, J I` w �' IR PIR PIR 8 i I 1 2. WATER : 12 WATER MAINSHALL BE BUILT IN E. AMITY ROAD (BY OTHERS) AND CD n I ' I PROJECT WILL CONNECT TO THE N 12 WATER MAIN, ALSO PROJECT WILL CONNECT v 1 17 v 40 39 38 37 36 35 34 33 I ' 1 J 1 � 32 11 31 30 29 16 I I TO EXISTING WATER MAIN AT THE FUTURE INTERSECTION OF S. HILLSDALE AVENUE AND I � ' \ •. © I SSMH A-3.5 --------------- ' ---__-- ----^-- -- E. HILL PARK STREET, AS SHOWN ON PLANS. THE WATER MAINS AND SERVICE DESIGN 1 �° I 1 RIM ELEV=2697.09 -1 - ILL CONFORM WITH THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. \ V I I INV OUT 2691.24(W) I g _ ____ INV IN=2691.34(SE) -------•-- -------- ' 19 J I i i 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO EACH LOT, WITH A NEW e e 9 o I I ... . 17 -L i i ! PRESSURE IRRIGATION PULP STATION, THAT WILL BE LOCATED ADJACENT TO THE g I 20 I I I CUNNINGHAM LATERAL. .,...E PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF I ' 414 LF @-0.4% ' ® I I CE TERVILLE SUBDIVISION AND ILL BE OWNED A MAINTAINED BY SUBDIVISION w N o -. 1 . LI IAA 3 3 "'ems <-.► ss< ' ' 1 4 I I , }' N •�- 00 ' RIM ELEV= 2700.7z 9 . :... 27 d cown; I `\ 1 HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. ALL IRRIGATION STRUCTURES, LINES AND Q o ® I I Y ao W 30° I INV QUT=2689.48(S): ------ -- , t U --J ---- ---L--- � e ■ I _ INV IN=2s8958(N) • 18 I LINES EXCEPTS E STORM IN LINES SHALL BE RELOCATED OUT OF THE � I INV IN=2689.58(E) 2 10 i STREETRIGHT OF WAY. PORTIONS OF THE CUNNINGHAM LATERAL WILL BE PIPED AND Z ®CD ro 1 22 1 3 4 5 6 7 8 26 10 I W DALRYMPLE COURT REROUTED. ® - c,✓ I _ 6f8 SSH A-3.6 ' Z w C� � Y ��� 23 ��' RIM ELEV=2697.45 ® cat I SSMH#A-3.2o tesQ INV OUT=2691.50(NW) z ,,------- --- -- __-- . STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. STORM WATER WILL ® p �- = 1 RIM ELEV=2703.25 INV IN= 2691.50(S} 2 5 ( I / ! I W INV OUT-2689.75(S) I I _ � 24 19 I e , BE HANDLED VIA NHOLES AND�°OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS C- ap z w INV IN= 2689.85(N) ------- ---_- I I 1 I I SYSTE . THE STORM D I AGE SYSTE I BE CONS CTED IN ACCORDANCE WITH C- IL I_ PIR 12 \� /'I I ' THE CI OF MERIDIAN A COUNTY HIGHWAY DISTRICT STANDARDS. N 24 an 11 I I o o 25 n = I i I i 5. UTILITY EASEMENTS: EASEMENTS ILL BE PROVIDED FOR ALL PUBLIC UTILITY OR , 13 23 IRRIGATIONFACILITIES LOCH OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. 26 0 � 2® I I I �� Vs z I cis .` ✓' 0 ------ ------ g V SSMH[5 - -I ' -------L-- z "R I • lg 0 27 cn j 14 22 RIM ELEV=2698.04 -T o ©_ , I I 0 INV OUT= 2692.06(N) 12 � 1 1 I I � �n�., � _ INV IN=2692.16(S) ® � i m z I I I -I- --- ---- --- - I g 29 2uj 8 r -------- , I I I 1 r 1 21 EL - i i 9 i N � z CD _ -•...-I d. Z 0 J m ------ I I I I m J® z J J C) _ I I ovi_oo 1�l � �/ I I I I �/®� PVC STR 150 SS<0.47. < 310 LF 0-0.4% E - I m 15 � ---- -- '� 16 -- -- 13 '------- � - d � .3�- --- _ _ r I LEGEND � �cm,�o � I ca c7 ai w Ea9ST.SSW 1A SSMH A-3.2 b � a_---------- � 1 `� I I ® � M w eif IC I SSMH g A-3.1 _ cn C) w R/rd�=2704.0# I a RIM ELEV=z7Q4.51 RIM ELEV=2ao3.25 0 2 I +-------- I------------� �� s BOUNDARY LINE - w m l I°-2686 35 (6T/f�l 1w OUT=2687.00(W) INV Q16T=2 34(W} ' ' cn zz � - a 11VV 2686.4 (E) INV IN=2s87.10(E) g� ` INV IN=2688.44(N) SSMH#A-3.9 17 a 37 c I --- SECTION LINE INV IN=2688.44(S) . RiM ELEV=2704.17 n I 8IL 0NO COURT INV IN=2687.10(N) f � o SSMH#A-3.7 3 I RIGHT OF WAY LINE INV 1N-2fi87.10 S . o �' � � INV OUT=2688.86(N) b _ = O I ® o O `; RIM ELEV=2699.78 t.8 I I� 3 ® 6 INV IN=2688.96(s) = 1 O m INV OUT=2692.82(N) I �--------- -----------r- LOT LANE t a Q !1 w 7 - PIR PIR INV IhI=2692.92(s) 4 14 ------------- I ' ------------------- o s d 1 1 I EXISTING LOT/PARCEL LINE 1 ' 36 EASED LINE ©o �I aR 19 0 w 28 27 26 25 24 23 22 I '`'' CV } J 5 �, I I i ----------------------- EASEMENT LINE (S & WATER) �� ~ �9 d SSMH A-3.8 0 IN SSMH#A-3.24 .. 1 f- o SSMH A-3.11 I I I (n O I RIM ELEV= 2705.88 1 e : °� RIM ELEV=2704.49 RIM ELEv=voo.82 i i I CURB, G & ATTACHED SIDEWALK a 00 04 9 � INV OUT=2691.17(W) INV OUT=2693.53(N) � g 6 35 ^ 15 CURB, G & SEPARATED SIDEWALK �� w o INV OUT=2597.78(N) I11�6 IN= 2691.27(E) INV EN=2697.88(S) 8 n 10 r ------- ------- I 1 --------- --------- I - - - 0 <- - - EXISTING SEWER LINE < I SSMH A-3.1o. 288 -0.5 _®a 7 °- i i i i ss PROPOSED S NE (BY OTHERS) ®I co 3�, RIM ELEV= 2705.12°: \g `2 Ui'a sS< Ss< 27 I I 1 I ..O (N)° `-_ >ss PROPOSED SEWER LINE �� INV OUT 2689.50p 4 INV IN=2689.60 E) 34 ' 9 1 I i I INv IN=2689.60(s) 8 1 I I I I PROPOSED WATER LINE W FIRE ® °' 12 RIMM ELEEV=32701.14 #6 16 I I I I I / . w 20 19 18 17 16 15 14 13 12 11 ® RIM EIB= 2701.08 ' ► ' I 1 PIR PROPOSED PRESSURE LINE z w o o INV OUT=2693.00(W) I g I I N I 1 W INV OUT=2694.27(N) I SSMH A-3.12 9 I I I I I v �, 13 RIM pI.EV= 2701.30 ► I I I I �I�P EXISTING OVERHEAD PO LINE & POLE N a) INV QUT=2692.71 (W) 1 I I I I 1`P EXISTING EDGE OF PAVEMENT I \ 18 r INV IN=2692.81 (E) 33 I I I I p z I ' 10 -- �- - ----------- ----------L- ®- d:: 1, - r II � GIR PROPOSED GRAVITYIRRIGATION LINE ,1 SSMH#A 3.14 I PIR PIR w. MACUMSO Sr. PROPOSED STREET LIGHT RIM ELEV=2705.91 PIR \1 INV OUT=2690.08(N) CURB FLOW DIRECTION €@IV IN=2690.18(S)' ------__-- ----- E A-3.25 , 16 22 23 24 25 26 27 30 �� , --- STORM DRAIN W/CATCH BASIN, HOLE, RIM ELEV=2707.88 .1 SS A-3.27 28 i pi P [- - �- D & GREASE & SEEPAGE BED INV OUT=2s98.49(N) � 08 IW IN=2698.59(S) t ®=2700.50s� 17 29 INVV GUTTER SSMH#A-3.28 �I RIM ELEV=2709.15 I Q INV OUT= 2701.44(E) b '` °. -- - - ---o ---- �� /' �' I I 42 1 74 LF""@-2.9% "' 152 I F 8-0.8 o - - __ . �, r V - - ��9 VV / /' r' UNRINNGMs s O LATERAL :... .. - • � i 31 ' e� 441 LF®-0.4� d. I I 10 w V, \ ` < Ss< t \\ �•� I ., � E�E. -' „ I>u... Ex Sr.JUNNNa .� H IA-3.15 -�- � � SS< 1� �� Q i I g \ _..is EB�SE. 13E QUA _::�., RIM ELEV= 2706.51 .- ... -----{ I., .> �. INV OUT=2690.46(N) BSc 045$ Q I I I � ® SSMH A-3.26 INV 1N=2690.56(SE) SSMH A-3.16 SSMH#A-3.17 S I I J w p pp - \ �+ i RIM ECEV=2708.46 2 '� RIM ELEV-2706.67 RIM ELEV=2703.31 �. 32 INV OUT=2590.77( ) INV OUT=2692.s4(W) �. \ I I IV OUT=2699.18(N) 0��,, 31 INV IN=2690.88(E) INV IN=2692.76(E) h I - - ------- -� a \ ®� '� INS!IN= 2699.28(E) ��, ;�..• _ g � gg H A-3.18 ® � W i INF!IN=2699.34(W) ,, n 33 34 35 36 37 RIM ELEV=2703.22 0 I g I Z INV OUT=2693.30(W) 1 I � V \ OR PIR INV IN=2693.42(s) � 32 "� i li! \\ I ! E� _ - EG E�--�.EGA EG ' -► ' I I I A z icy z ciy' E ------ \ _cbs :K cQ SSMHA-3.19 ------ -� I.r RIM ELEV=2697.274 ----------- v .: � I - P INV OUT=2693.74(N) PIR PIR I W � g I El I I � PIC- __ \\\ \ .. \eee I � 00 I I - ` �. \\ \ \\ee 1--- I W ROCN/AMPTON ST. \ \ H0#R)'L*VES!/BD. NO. 2 I I ______________71 I\ a- 8 PVC 8 PVC ���\ \ \eee I I 110#Ry LANE M NO 2 I ' \\\c��eAfi` \ee I ------------1 I I f� ROCK PTON ST.r ------- ---------I -- ��;�� ee \\ \`e I ° -- SCALE 1�'=80' e \ ----------I------------- / G� //i ee /// eee ee \\\ �y---- -------- - I \ Q I I I ' e ` - ' z I I 1 ' ► DWG.DATE 06/25/21 r1s; ' /' e \ C� t�! ROCK PTON ST. 5' / HOWRY L4f E\SUBD NO 1 ,' e e I I I I I e e I 1 1 I PROJ. NO. 190304 e ---------------- I I g G / ee\ eee ----------------1 I -- ----- I I ' SHEET 4 OF 4 I -----�-- 80 40 0 80 160 240UTI L- 1 1 mmommm"mmm% ISCAU IN FEET /190304-PRE.DtNG Centerville Apartments cBH HOMES FRONT/BACK ELEVATIONS ■I II■III - :111� _- I■II■III �I�I�Ir CgH HOMES CENTERVILLE SINGLE FAMILY ON 50' WIDE LOTS 0000 00 �� �� D000 00 0000 00 �� 0 0 D000 00 CgH HOMES CENTERVILLE SINGLE FAMILY ON 36' WIDE LOTS Hill III � � OI EIF] FEI ffi 00 �r J o00 000 000 DODO ®® ®® I CgHHOMES CENTERVILLE 3- UNIT TOW NHOME TYPE 2 iLlu HOMES CENTERVILLE 3 - UNIT TOWNHOME TYPE 1 \ I_ ■ ■ ❑� ■ � � � HOMES CENTERVILLE FRONT LOAD • • � DoO ❑� ❑� 0000 DoOo 16 -now El 1:1 SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Trilogy Development March 19, 2019 Mr. Shawn Brownlee File#19171-A 9839 West Cable Car Street, #101 Page 1 of 28 Boise, Idaho 83709 Re: Geotechnical Recommendation Report Howry Property 4111 East Amity Road & 5200 South Howry Lane Meridian, Idaho 83642 Shawn: As per your authorization, this consultant has prepared the following Geotechnical Evaluation & Recommendation Report for your proposed residential subdivision to be constructed on the Howry Property located on the south side of Amity Road just east of Eagle Road in Meridian, Idaho. Based on the results of our investigation and evaluation, we believe the property is acceptable, from a geotechnical perspective, for the proposed subdivision. Please see the following executive summary for our recommendations and items of concern. The construction and civil engineering recommendations presented within this report are to be incorporated into the project plans and specifications and adhered to during design and construction. Recommendations are provided for the design and construction of earthwork, foundations, slab on grade concrete, flexible pavements, storm water disposal and inspection and compaction testing requirements. We appreciate this opportunity to be of service and we look forward to working with you during the design and construction of this project. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully submitted; Bob J. Arnold, PE SITE Consulting, LLC NALFH ' Of Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC EXECUTIVE SUMMARY • Groundwater was NOT encountered in any of our eight onsite test pits excavated to depths of 14 to 15 feet deep the first week of September 2018. • Seven well logs for adjacent or nearby properties from the IDWR website indicate the groundwater in this vicinity is 30 to 60 feet deep. • No clay soil of concern was observed or sampled on the property. Clay of concern would be a fat clay with the potential for large volume changes based upon moisture content. • Bedrock was not encountered in test pits that extended up to 15 feet deep. Well logs for the subject property obtained from IDWR indicate that no bedrock is present. • Normal foundation construction is anticipated for residential construction. Crawlspaces and basements are acceptable. • An R-Value test resulted in reducing the pavement section for interior, residential streets within this development. Pavement section are provided for Traffic Indexes of TI=6 and TI=8. It is to be confirmed with ACHD that these values are acceptable for all new street and improvements to Amity Road. • Percolation rate is to be confirmed at the point of injection at the time of construction. • Dewatering is not anticipated. N y a: Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC INTRODUCTION PURPOSE AND SCOPE This report presents the results of a Geotechnical Evaluation performed for a proposed residential subdivision to be constructed on three parcels on East Amity Road in Meridian, Idaho. Parcel information is as follows: # Ada County# Address Acres 1 A 1133120701 5222 S Horwy Lane 10.0 2 R 3035680112 4111 E Amity Road 17.0 3 R 3035680300 E. Amity Road 12.0 TOTAL ACRES 39.0 According to the preliminary plat, access to the property will be gained from Amity Road and from a stub street within Howry Lane Subdivision to the south. The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for building foundations and civil construction. The field investigation included subsurface exploration by means of a rubber tire mounted backhoe operated by an independent contractor. During excavation of the test pits, logs were generated, and soil samples were gathered. Soil samples were returned to our in- house soil laboratory for testing. After the field investigation and laboratory testing was completed, all available field and laboratory test data was reviewed, the provided design information was evaluated, and this report was prepared. This report summarizes our findings, conclusions, and recommendations regarding the geotechnical aspects of the project. AUTHORIZATION E-mail authorization to proceed with this geotechnical investigation was received from the client in August 2018. Authorization to proceed and the use of the recommendations provided herein indicate the client's acceptance of the scope of work, warranty, limitations, and general conditions provided herein and within the submitted proposal. m Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC RESEARCH & BACKGROUND GENERAL Historical aerial photos, back to 1992 do not reveal structures other than the two known single-family residences present in the NW and SW corners of the property. It is to be confirmed at the time of subdivision construction that all foundation and slab on grade concrete was removed during demolition and that the resulting excavations were properly backfilled with structural fill. The rest of the property is farmland or pastureland. FIELD INVESTIGATION Eight test pits were advanced to depths of approximately 14 or 15 feet below the existing ground surface. Sloughing soils prevented deeper exploration. During excavation, samples were recovered from the spoil piles as excavation was performed. These samples were sealed in plastic bags, labeled, and returned to the laboratory for evaluation and analysis. In the laboratory, sieve analysis (ASTM Test Method C136-93), Moisture Content (ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and Plasticity Index (ASTM Test Method D 4318-93) testing were performed on selected samples. Tests were performed in general accordance with the cited ASTM test methods. All test results are included in the Test Pit Logs located in the Appendix. OBSERVED CONDITIONS Most of the test pits were similar with one to four feet of silt or lean clay topsoil. In two test pits this surface layer tested as a lean clay. In all others it was a non-plastic silt with sand. Typically, from four to six or seven feet a weakly cemented silt / hardpan layer was encountered. Between six and seven feet deep, the native gravel and sand materials were encountered. These materials grade cleaner with increased depth. The top 1.5 to 2.0 feet is cemented or may contain clay fines. The native sand and gravel materials were free flowing and sloughing badly at the bottom of our 14- and 15-feet deep test pits. No groundwater was encountered in any of our test pits. Since groundwater was not encountered, well logs for the adjacent and nearby properties were researched. The Idaho Department of Water Resources website provided the seven well logs included in the Appendix. These logs indicate the static groundwater is 30-60 feet deep all around the subject property. Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC DESIGN & CONSTRUCTION RECOMMENDATIONS General Earthwork All native soils that are free of organic matter and expansive clays can be used as fill. After proper grubbing, the native lean clay, silt, and silty sand or sandy silt, soils can be utilized as structural fill to fill residential lots. Removal of the majority of the organic materials will require grubbing of 4-6 inches of surface soils. This is required in all areas to receive structural fill. Deeper excavation may be required along irrigation ditches and where large trees and soft wet areas are present. The depth of grubbing is to be confirmed during construction to ensure that organic materials are properly removed from beneath future pavements and structural fills. Inspection by the project geotechnical engineer should confirm that all organic material is removed. Inspection must also confirm complete removal of demolished structures. If construction is to occur during wet weather or wet surface soil conditions, low- pressure, (tracked), construction equipment is recommended. Rutting caused by the contactor using rubber-tired equipment on a wet subgrade can be expected and should be repaired at contractor expense. This information is to be supplied to earthwork contractors prior to construction. Structural fills less than three feet deep are to be compacted to 95 % of the maximum dry density by ASTM D698, Standard Proctor. For deeper fills, such as ditch backfill, and fill intended to contain rerouted irrigation canals or storm water runoff, fill materials are to be compacted to 100 % of the maximum dry density. If structural fill is to be placed on residential lots or building pads, the fill is to extend laterally outside foundations a distance equal to the depth of structural fill. Granular structural fill should be placed beneath future slab on grade concrete including driveways, patios, and sidewalks. Compaction testing to confirm proper compaction is recommended. Visual inspection is also required to confirm stability and the lack of soft, deflecting, or rutting areas. Fill can pass compaction tests and still be rejected if it fails visual inspection. Ln Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Excavations Shallow excavations and trenches that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. The ability of soils to maintain a vertical or near vertical slope over any extended period can be quite variable. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state, and federal requirements. Pavement Section R-Value samples were gathered, and a single sample selected for testing. The specialty soils lab reported an R-Value of greater than R=25, the maximum value SITE recommends for design on this project. Pavement sections were calculated based upon an R-Value of R=25 and Traffic indexes of TI=6 and TI=8. The results are shown in the table below. Materials meeting the requirements of ISPWC & ACHD are required for all work within this project. Location TI=6 TI=8 HMA 2.5" 3.0" %" Base 4.0" 4.0" Subbase 10.0" 12.0" Storm Water Sand and gravel material were present at depths greater than eight feet deep in all eight test pits. Percolation testing was performed atop, and 1.5 feet below contact with the sand / gravel layer. Based upon these results a percolation rate of p=6 in/hr. is to be assumed for design of facilities that extend eight feet below the existing ground surface. For shallow facilities, a percolation rate of p=2 in./hr. is recommended. Confirmation of perc rate at the time of construction by field testing is recommended. Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Residential Foundation System The proposed single-family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable but slab on grade floors will eliminate the possibility of water accumulating in crawlspaces. Basements may be feasible but will require a lot specific geotechnical evaluation. If clay soil, wet soil, or deflecting soil is present at the foundation support elevation a geotechnical engineer should be retained for site specific recommendations. Foundation drains are required within this development. Roof runoff is not to route through foundation drains. Foundation embedment depth is to be at least 24 inches below outside adjacent grade. Foundations that are outside crawlspaces are to be sealed / waterproofed with brush or spray on foundation mastic. No basement is allowed without lot specific geotechnical/groundwater study. Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Concrete pavements should be placed atop a mat of at least four inches of granular structural fill materials. Mat material should all pass a 3/4-inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. Underground Utilities It is not anticipated that large excavators or small backhoes will experience any difficulties excavating the onsite materials encountered on the property. No bedrock formation was encountered on the subject property. Well logs from IDWR indicate the high static water level 30 plus feet deep therefore dewatering of utility trenches is not anticipated but it is noted that perched water was present in the development across Amity Road, northwest of the subject property. . Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill, one each filled residential lot or building pad. Trench backfill and right of ways are to be tested to ACHD and / or ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. Contractor Inspections This report has been prepared with the intent to provide specific design information to the developer and the civil engineering consultant. It is not intended to act as any contractors "Due Diligence" or subsurface inspection prior to estimating construction costs or actual construction. With permission, the contactor(s) can utilize the onsite wells for their own evaluation of groundwater. General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Client may duplicate this report as needed or additional copies will be provided upon proper client authorization. Appendix Follows C0 Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC APPENDIX Client Supplied Preliminary Plat Aerial Photo - Test Pit Locations Test Pit Logs (8) Soil Log Legend Abbreviations & Acronyms Calculated Pavement Sections (2) Subcontracted R-Value Result Adjacent Groundwater Well Logs (7) Perc Testing Results ON Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC CLIENT SUPPLIED PRELIMINARY PLAT .•. 'I '71110 IM1If h Z, I &E2 i rr F 'I ♦7� 4 T1- S iOlk A I , v;7i.; I y! I 7,r I t° �"�•� 7 4.�111��R � I �� I'. q�—r-m ': � r,..�,I::..'�'{G'� t.. S •. I[ 1 k I I. !! I I I I � � it ,r .�.i.,=,.4 ;�i•��.,� x- '•�i ti I 14 !I ki i{ k1 ! L....._.,� ti__._... O r-I v on a Geotechnicai Services/Soil Testing&inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC AERIAL PHOTO Approximate Test Pit Locations Howry Property a ;� - r wti TP- _. TP-8 TP-7 D� ;} Ll OTP-2 -oil TPA qw,. TPA s, � TP �?� TP-5 lilt. Owl AA r .. m � ii�. AAA North AAA v a Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOGS Test Pit: TP-1 File#: 19171-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Howry Property Excavated By: Top Grade Excavation Location: NW Corner of Property Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 #40 #100 #200 %M LL PI Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 3.0 100 1 86 1 74 1 65 1 54 43 34.6 12.1 NP NP ML 4.0-6.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 5.0 1 100 1 82 1 73 1 62 1 38 26 18.7 13.6 NP NP ML 6.0-8.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 7.0 100 1 80 1 60 1 50 1 42 1 25 18 13.6 12.9 NP NP ML 8.0-15.0 Brown/Red,Moist,Firm,Sand,Gravel,Cobble 9.0 100 1 93 1 86 1 74 1 60 29 19 13.7 9.7 NP NP Sand Bottom of Excavation 15.0 No Groundwater Encountered @ 15.0 No Monitoring Well Installed Test Pit: TP-2 File#: 19171-A IClient: Trilogy Development Date Excavated: 9/6/18 I Project: Howry Property Excavated By: Top Grade Excavation I Location: SW Corner of Property Logged By: J. Meusch, PM - SITE I DEPTH SOILS DESCRIPTION I (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 1 #200 1 %M LL PI I Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan I 3.0 100 1 87 1 73 1 53 1 42 1 34 1 27 1 20.3 1 16.6 NP NP ML I4.0-6.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan I 5.0 100 1 87 1 74 1 63 1 52 1 32 1 20 1 13.8 1 8.4 NP NP ML I6.0-8.0 Brown,Moist, Firm,Sand,Clay,Gravel 8.0-15.0 Brown/Red,Moist,Firm,Sand,Gravel,Cobble 8.0 100 1 88 1 76 1 62 1 48 1 20 1 11 1 7.2 1 4.3 NP NP Sand Bottom of Excavation 15.0 No Groundwater Encountered @ 15.0 N No Monitoring Well Installed a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOGS Test Pit: TP-3 File#: 19171-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Howry Property Excavated By: Top Grade Excavation Location: Center, West field of Property Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 #40 1 #100 #200 %M LL PI Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 4.0-6.0 Brown/Tan, Moist,Firm,Cemented,Sand,Clay,Silt 6.0-8.0 Brown,Moist, Firm,Sand,Clay,Gravel 8.0-15.0 Brown/Red,Moist,Firm,Sand,Gravel,Cobble 15.0 Bottom of Excavation No Groundwater Encountered @ 15.0 No Monitoring Well Installed Test Pit: TP-4 File#: 19171-A IClient: Trilogy Development Date Excavated: 9/6/18 I Project: Howry Property Excavated By: Top Grade Excavation ILocation: Center, North End of Property Logged By: J. Meusch, PM - SITE I DEPTH SOILS DESCRIPTION 1 (feet) 1 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 1 #200 %M LL PI I Fines 1 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Sandy, Lean,CLAY(CL) I 3.0 1 1 1 100 1 99 1 94 1 87 79.2 1 6.3 38 15 CL I4.0-6.0 Tan, Moist,Firm,Sandy, Lean,CLAY(CL) 1 5.0 1 100 1 99 1 93 1 80 1 60 1 47 38.2 1 9.0 35 16 CL I6.0-15.0 Brown,Moist, Firm,Sand,Clay,Gravel I 9.0 100 1 79 1 58 1 47 1 39 1 25 1 16 11.2 1 7.6 1 NP NP Sand 15.0 Bottom of Excavation No Groundwater Encountered @ 15.0 No Monitoring Well Installed m a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOGS Test Pit: TP-5 File#: 19171-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Howry Property Excavated By: Top Grade Excavation Location: Center, South End of Property Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 #40 #100 #200 %M LL PI Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Sand,Clay,Gravel 4.0-7.0 Brown/Tan, Moist,Firm,Sand,Clay,Silt 7.0-14.0 Red/Tan,Moist, Firm,Sand,Gravel, Cobble 14.0 Bottom of Excavation No Groundwater Encountered @ 14.0 No Monitoring Well Installed Test Pit: TP-6 File#: 19171-A I Client: Trilogy Development Date Excavated: 9/6/18 IProject: Howry Property Excavated By: Top Grade Excavation ILocation: NE Corner of Property Logged By: J. Meusch, PM - SITE I DEPTH SOILS DESCRIPTION 1 (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 #100 1 #200 %M I LL 1 PI Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" I1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan I R(20-36") 100 92 83 76 69 58 49 40.0 13.6 NP NP ML I 3.0 100 75 63 52 38 28 21.3 19.5 NP NP ML I4.0-7.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 1 5.0 1 1 100 1 92 1 79 1 54 40 33.5 25.6 NP NP ML 7.0-14.0 Brown,Moist, Firm,Sand,Clay,Gravel 14.0 Bottom of Excavation No Groundwater Encountered @ 14.0 No Monitoring Well Installed d' a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOGS Test Pit: TP-7 File#: 19171-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Howry Property Excavated By: Top Grade Excavation Location: SE Corner of Property Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 #40 #100 #200 %M LL PI Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 3.0 1 1 1 100 1 99 1 97 91 83.5 8.7 30 1 6 1 ML 4.0-7.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 5.0 100 1 80 1 58 1 49 1 41 33 26 21.7 16.1 NP I NP I ML 7.0-14.0 Brown,Moist, Firm,Sand,Clay,Gravel 14.0 Bottom of Excavation No Groundwater Encountered @ 14.0 No Monitoring Well Installed Test Pit: TP-8 File#: 19171-A IClient: Trilogy Development Date Excavated: 9/6/18 IProject: Howry Property Excavated By: Top Grade Excavation I Location: Center of Property Logged By: J. Meusch, PM - SITE I DEPTH SOILS DESCRIPTION I (feet) 3/4" 1 1/2" 3/8" 1 #4 #10-1 #40 1 #100 1 #200 1 %M I LL I PI I Fines 0.0-1.0 Brown,Dry,Firm,Sand,Clay,Silt With rootzone/organic layer to 6-8" I1.0-4.0 Tan, Dry, Firm,Cemented,SILT(ML)with hardpan 3.0 1 1 1 100 1 99 1 98 1 89 1 80.8 1 9.4 1 30 1 6 1 ML I4.0-6.0 Tan, Dry, Firm,Cemented,Elastic SILT(ML)with hardpan I 5.0 100 1 85 1 70 1 61 1 56 1 49 1 41 1 34.9 1 21.3 1 59 1 15 1 MH I6.0-15.0 Brown/Tan, Moist,Firm,Sand,Gravel,Cobble I 9.0 100 1 95 1 91 1 85 1 76 1 43 1 28 1 23.2 1 9.7 1 NP NP Sand 15.0 Bottom of Excavation No Groundwater Encountered @ 15.0 No Monitoring Well Installed Lrn a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR DIVISIONS F--J TYPICAL DESCRIPTIONS <5%-#200 GW ell-graded gravel, ravel-sand mixture,little or no fines. GRAVEL & GP Poorl - raded ravel, ravel sand mixture,little or no fines GRAVELLY SOILS 5-12%-#200 GM Silt ravel, ravel-sand-silt mixtures COARSE <50%-#4 >12%-#200 FG-711 Clayey ravel,gravel-sand-cla mixtures GRAINED Well- raded sand,gravelly sand, little or no fines. SOILS <5%-#200 IFSW <50%-#200 SAND & I SP IPoorly-graded sand,gravelly sand,little or no fines SANDY SOILS 1>12%-#200 jFS_M__JjSilty sand,sand-silt mixtures >50%-#4 SC-I lClayey sand,sand-clay mixtures INORGANIC [njInorganic silt and very fine sand, rock flour,silty or clayey fine sand or clayey silt with slight plasticity SILTS AND M Lean clay-low to medium plasticity,gravelly clay,sandy CLAYS LL< 50% clay,silty clay II I FINE ORGANIC OL Organic silt and organic silty clay of low plasticity GRAINED SOILS SILTS AND [Wq1FE_1a,_7 silt,micaceous or diatomaceous fine sand or silty >50%-#200 CLAYS soil. =FC—H-11 LL>50% Fat clay-hi h plasticit ORGANIC Fo—H-11 Organic clay-med.or high plasticity:or anic silt HIGHLY ORGANIC SOILS 1 PT Peat, humus,swamp soil with high organic content ABBREVIATIONS & ACRONYMS AASHTO American Association of State Highway & Transportation Officials A_CH D Ada County Highway District ASTM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non-Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot TP Test Pit USCS Unified Soil Classification System %M Percent Moisture Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC CALCULATED PAVEMENT SECTION DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: HOWRY PROPERTY File No.: 19171-A Amity Road - Meridian, Idaho Calc By: B. Arnold Client: Trilogy Development Date: 02/28/19 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 by ACHD GE = Gravel Equivalent R = R-Value = 25 by R-Value GE= 17.8Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 8.4 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 8.4 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC CALCULATED PAVEMENT SECTION DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: HOWRY PROPERTY File No.: 19171-A Amity Road - Meridian, Idaho Calc By: B. Arnold Client: Trilogy Development Date: 02/28/19 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 8 By Agency GE = Gravel Equivalent R = R-Value = 25 By R-Value GE= 23.5Inches ACHD ACP, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 3.0 Inches ACE=, 7.5 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE=F 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 11.6Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 11.6 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 3.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 12.0 inches 00 Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC SUBCONTRACTED R-VALUE Pavement Engineering Inc. Redding-San Luis Obispo Caltrans`/AMRL 1 QC•QA RESISTANCE R VALUE TEST ASTM D 2844 Laboratory No.: L181796 Project No.: 180096 Sample Date: September 6,2018 Report Date: October 4,2018 Client: Site Consulting LLC Project Name: 2C18 Laboratory Testing Sample Description: Brown Clayey Sand Sample Location: HowrV TP-6.18300 100 — 90 80 70 60 --- 50 ca'i c 40 2 30 Y) 20 — 14 0 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) —Resistance Value Test —300 P.S.I. 5 e6men No. 4 5 6 Moisture Content % 23.3 21.3 20.7 Dry Density PCF) 90-3 93.0 93.8 Resistance Value R 26 64 72 Exudation Pressure PSI 119 286 499 Expansion Pressure 9 52 87 As Received Moisture Content % 10,7 RESISTANCE VALUE AT 300 P.S.I. 65 ANEW Reviewed By- Sranden Rodebaugh H1O P' Materials Engineer r-I v an a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC ADJACENT GROUNDWATER WELLS Farm 238-7 STATE Of IDAHO USE TYPEWRI rEA OR gisz DEPARTMENT OF WATER HESDURGES BALLPOINT PEN WELL DRILLER'S REPORT I / State law reWitea tfsat We Fall he filed with the Director,Department of water Resources i/ within 3Ddaysafter thocampletion or abandonment of the well. 1.WELLOWNER 7,WATER LEVEL Name_ Oill Static water level 34 feet below land surface, Fl—!,g? 0 Yes Np G ill flaw Address Arteslsn Wesel pressure Controlled by: ❑Valve ❑Cap Q PWg Owners Permit No. Temperature .F. Odality— ar—iae eaesian or remperarura nines acbw. Z.NATURE OF WORK B. WELL TEST DATA y New well 17 Deepened ❑ lace Repmam ❑Pump ❑Rader pL Air El Other ❑Atumdonee(describe ab—domn—preceanre.such as materials,plug depths,etc in Iithologic log} 01-il G.P.M. P—1 Laws He—Puaprd 3.PROPOSED USE KDomiledlc 0 Irrigatlon ❑Test O Municipal 9. LITHOLOGIC LOG ❑Industrial 6 Stock ❑Waste Disposal or Inlec[kon Rae Del th Water Other (specify type) Diem.From To Maaarial yea No 4.METHOD DRILLED S S 30 ► - ❑Rotary ❑All ❑Hydraulic ❑Reverse rotary il � X Cable ❑Dug ❑Other JillS 5 AIIal 5.WELL CONSTRUCTION Casing sell 0.Steel ❑Concrete ❑(ttar _ T .knew plemeter F— To .�150 inches�_ inches feet feet inches inches _feet_feet inches inches _ fold Feet names Inches feat feet was rasing drive shoeused? Yes ❑No Was a packer m seal used? kYes ❑NO Perforated? ❑Yes �N; m ! Iry I How perforated? ❑Factay ❑Knife ❑Torch ;,I;' ,�� I,;;:.' Slre of Perio rat ion inches by_inehes N umber From To Perforations feet feet perforations feet feat _ parfpfa[Iis 4 feet Feat CT'•?'.E1-p =F ' Well screen installed? ry(rYas n No Manufacture ame l�oX Type -404 _Modal No. Nameter_SSlotslxeillht�oSetfrom _kO feet[; 65 feet Diameter_Sfotsire_Setfmm _feetto feet Gravel Paul ❑Yee JK No ❑Size of gravel Plerad from Tsai Surface seal depth s mtaterial used in sea[: O Cement clout G Bemaniee TtY Pudtllingclay ❑ _-- Saal[ng procedure used: ❑51urry pit 0 Temp.surface casing jZ Overbore to sail depth Method of joining casing:❑Threaded A Weldee ❑Solvent Weld G Cemented➢atween ftrau Describe access port 10. Work started finished S.LOCATION OF WELL 11. DRILLERS CERTIFICATION Sketch map location must agree with written location. IMIe certify that all minimum wall construction standards were N complied with et the time the rigwm remdk.'l�� i Subdivision Name y WlJpllYa' ---- ---- Firm Name_ XsN p l'1s1�;a )l„Firm No. I j W E Address aD6Y M1Pr afa5 Data I eTawe --i--- --�-- Lot 10,-6loek No, T 1 I Signed by(Firm Oifwieij �y�S and CcunN�sOrRs_ - - — IOperetot} Sec. ,T,�j Np,R.-J--EX s USE ADDITIONAL SHEETS IF NECESSARY FORWARD THE WHITE COPY TO THE DEPARTMENT C) N ar ba ra a Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Fnrm 2Ju-7 r j/ �a��l SfA 'OF IDAI10 USE TYPEWRITER OR -'?3 DEPARTMENT OF WATER RESOURCES BALLPOINT PEN WELL DRILLER'S REPORT State law requires thatthis report be filed with the Director,Department of Waref Resources within 30 days after tbecompleeten or ela nd"montof the well. 1.WELL OWNER // 7.WATER LEVEL Nam u YI Static water level feet below lend surface. a �1 r �� Flowme U Yes 13 No G.P.M.fi— Address �L/ Artesian closed-in pressure p,s.i, Controlled by: ❑Valve 40'i:ap ❑Plug Owner's Permit No. Temperature _OF. Ouality 2.NATURE OF WORK IL WELL TEST DATA 'New well ❑Deepened ❑Replacernent ❑Pump ❑Railer WAir ❑Other 0 4bandmed{describe method of abandoning) Oiechergr GP.M. Pumping�evei Hoen Pampstl 3.PROPOSED USE 4rn m'tic ❑I'llietion 0 Test L7 Municipal g. LITHOLOGIC LOG O industrial 0 Stock ❑Waste Disposal a mjectinn Hote Da th Water ❑Other lspeeiry type) Dia,e,From To Materiel V No 10 0 R.OLVN LA 4 METHOD DRILLED F47 { eo4 V I L "at" 1IT%r ❑Hydraulic ❑Revemerotary GLA 0 Cade ❑Dug ❑Other S JAL - V S.WELL CONSTRUCTION Cssing schedule:liff"Stee, ❑Concrete ❑Dthar A.1 V Thictnew Di—me Fmm To inches A" inches+-,-`,eel sfaet Inches Inches _feat_feet Inches inches _feel feet inches Inches _fear feet Was casing drive shoe used?gW Vas ❑No Was a packer or seal used? ❑yea -Fr-No Perfomted> C)yes 'B"No How perforated? ❑Factory ElKnife 0 Twch Si,..[perforation inchesby Inches Nemoer Fmm To perforations feet feet perforations feet fen .��. perforations feet feet Well screen installed? El Yen &No Manufacturer's name Type Model No. �o Diameter_Slot size_Set from feel to Dlameter_Slot size_Set From toes to�taer Grtwel packed? 0 Yea CYIIa ❑Slre of gravel � ❑ Placed from Feet to teat Surface seal depth Material used in seal: 0 Cement grout L �PuddOng clay ❑Well cuttings Sealing procedure used: ❑Slurry pit 13 Yemp.eurfa,e Ing lliff"Dverbore to seal depth Method of)oiningcasing' E7 Threaded W Welded U Solvent Weld 0 Cernmiad hetweed strata Describe access port 10' Work warred��/• flnistgd �_b-!a S.LOCATION OF WELL J 11, DR3LLERSCERTIFiCAT10N Sketch map location must agree with written location. I/We certify that all minimum well corsaVuctlon standards were N compiled with at the time the rig wes ramp�¢d Subdivision Name _ t� f���/ ttJ1p�1[r/7( -1 k- __ _ Firm Name #-IV/We L I(Ar 'Fhm No. �O3¢W E _ Add— III F!/ (.IwAff� Signed W fElrm official) County and S y) i IOperotorl M _f(w K Sec.3 ,T. .R.-LOW. USE ADDITIONAL SHEETS IF NECESSARY-FORWARD THE WHITE COPY TD THE DEPARTMENT -I N a, dfI ra a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Perm 29&� STATE OF IDAHO USE TYPEWRITER OR s�z DEPARTMENT OF WATER RESOURCES BALLPOINT PEN WELL DRILLER'S REPORT State taw requires that this report be filed wflh the Director,Department of Water Resources .0111 30 days attar the comPhii or abandonment of the well. 1.WELL OWNER 7. WATER LEVEL Name Nr_111- (Tq-i 7i!"'t Stalic water level .rO feet below land wdKe Ao'dress Jo?-]_ Ca.gw.bos 1.:.. ! '.c.• TL. rowing? ❑Yea ai G.P.M.flow Artesian citt in pressure Drilling Permit No. 3^9a-Z-/ Comrollad by. ❑Valve ❑Cap ❑Pluy Temperature °F. QU Ily Water Right Permit No. o«mee.mcanaaiw.r..r.mn.s twerr 2.NATURE OF WORK &WELL TEST Ii )1 New wok ❑ Deepened ❑ Replacement ❑ Pump ❑ Bailer >9(Alr ❑Other 11 Weli diameter increase ❑ Modification ❑Abandoned(describe abandonment or mocsfi aUon procedures padre"arw. Peapea Jueal xwms rmmPed such as liners,screen,materials,piug depths,old.in lithalagic a fog,section a) - - -- 3.PROPOSED USE - App.}f �,Oori 0 Irrigehen ClMonitor 9. LITHOLOGIC LOG 8YP3 ❑ Intluatrial sere tsposa or nlecllon _. - ..._. ❑Other (specify Diane.From To Material Yn No - x 4. METHOD DRILLED Y, Rclary 4 Air ❑Auger ❑ Reverse rotary r Cable CI Mud ❑Other (backhce,hydraulic,ai o .R e X S.WELL CONSTRUCTION I 7V 90 IX Casing schedule: .%Sleel Cl Concrete ❑Other S -m ' Fmm To inches�inches + I fee /i I feet / 1 5 S inches inches J47 leer .?leer S ) r inches_. inches .457 feet IS6 feet Was casing drive shoe used? A Yes ❑ No Was a packer or seal used? X Yas ❑ No Raluorfed? 7 Yes )<No How perforated? ❑Factory ❑ Knife 11 T h D Gun Giza of perforation?_indwa by_inches rvunti Frog perforations tool feet perforations feet teal perforations feet feel Well screen install a Yes Cl No n_ Manufacturer Tyre s3bSt rim-F,.r- Top Packer or Headpipe B _ Bottom of Tailpipe 1 Diameter Slot ii Set from ALZ feet togs-x feet ._- diameter---_-Slot alze Set hon1 lam to fear Gravel packed? ❑Yes ❑ No C Size of gravel Placed from ��oo feel tp feet _ Surface seal depth 14 Us[odal used In seal- ❑Cemad grow BBnlande ARutldlin9 clay ❑ Seaai PrOCedere used: Q Won pit ❑ Temp.surface itaing O-bore to see,depth Method of joining casing: ❑Threaded X Weldedit ❑ Solvent Weld ❑Cemented tretween strata! 10 L-0-* 'Y ril"fe. Describe access port 7 Work sta4ii ,FT-,7^$].f'. InIshW 6.LOCATION OF WELL 11.ORILLER'S cER IFICATION Stretch map location must agree with warren location. IfWe certify that all minimum well construction standards were x Subdivision Nam complied with a1 the time the ng wa3 removed. Firm Namr •3.-Aj.WS Finn No.w �� W ^E Lot No Block Na Add— •.1a1'2n. LE. Date County APA Address et Well Site_ldr..tg stared by Orand supervia 1 lge'e at roaar name a mad? and T.�� N 2Lor S ❑ .R. EA or W I I {Operafo diNererrt thaA tlw brNling SuparvV USE ADDITIONAL SHEETS IF NECESSARY-FORWARD THE WHITE COPY TO THE DEPARTMENT N N b bn a Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC ICAHO DEPARTMENT F WATER RESOURCES Office Usa Only WELL DRILLER'S REPORT inspecteaby UM TYA*w,ttw"tr BMOokd Pan �{7it•`I TwP—Aga_See- 6a_-sr- ila i/4_t/e 1.DRILLING PERMIT NO. -LJ-��p�. '^O_ 11.WELL TESTS: Lac L.anc ether ❑Pump El"Lar ❑Air ❑Ftowirp Aresmart. 2.0WNERr se raawuew Pampas+-•+ ra. Name A1t>?rt_�ts, Ir❑. Addl'eb5 ��.ez clty poise Smle�Jp 83 725 water'Tamp. Bottom hale temp. I WCATION OF WELL by 1"e1 dlragdpticlr WeWQM#y Lest orcommerm Sketch map Wcatbn Migg ffg�with written k=don. Depth feat Water&votmtpvd M 12-UTHOLOGIC LOG.pwciiberopeirrereburdmrnwM w� Twp.3 NomZ or Souin❑ t>k Fnm To --- -tJawosy,N+M Artay aT r.. T A E - Esat 3 or Wear ❑ stw-- -T W im vs NrtT vt GOv'1 Let: Lortg: s Address of Wail Site !�idian, Idaho "— U. Elk SUb,Name 4.USE: Z DaMeatic ❑Munkipai C Mwoor ❑invasm C Therms: ❑Injection C.Other S.TYPE OF WORK drerlk aIt ti d apply pbpla .M na7 New Wee C Mudrty S Abandorwwt ❑Other li.DRILL METHOD J'Atr Rotary M Cable C Mud Rotary L Othm2�+g 7.5EAUNG PROCEDURES "Omrlt m WeWr t Mer"ob ,wr.e Pouw To �• k4 In firm T.D. _ P1 ' r b&�Mt into 3' RECEIVED was JrNe shoe used?M Y❑N ,Shoe➢epth(s) Was dine shoe teal teat*0 '-Y r]N I-mO 8.CASINCYLIHEA. p'w — 1 T. uni M near Lk- Vft a Traeasw ja%'1112,30F I jCxrrete I c a E] ❑ z.a} Cr rile 1 a ❑ C ❑ ❑ ❑ ❑ Length or t+eedpipe Langn o17aepWe - 9.PERFORAiIONSJSCREENS LhTd ParfCDn6uR4 mothm MAR 0 Screens Serean Type Cornplawd Oepdr 44-95' (ataanraata] Dora SieRed 1 ZC/95 Campletotl 1 0/95 Fran TV 9eot 6Ce rw--- GW,ev.r a9aaraE CµYg llerrr ` ❑ ❑ 13,CRILLEWS CERTIFIGATIDN ❑ ❑ Uwe Certify that ad:uln m m well om m cdott Gmwards J1.wmpeM+,ith at ❑ Cy the dma the rig was rtarrwed. Firm Name Frm No. 10.STATIC WATER LEVEL-OR ARTESIAN PRESSURE: -21,25_h.below grorvtd Artesian pressure fib. Frm Oftal y� l/15/95 Depth flow encounleretl R. Describe at=ess port or and eonircl devices:— Supermor or Operator -- Dole- raw,wrw at r`m onn�cope„ur, � � FORWARD WHITE COPY TO WATER RESOURCES M N v ao a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC rf<A Office Onir Fwm 238-7 IDAHO DEPARTMENT OF WATER RESOURCES Well(D No. 610 2 WELL DRILLER'S REPORT Inspected by Doa2sra TWp_Rge Sec_ 1. WELLTAGITND __1/4_114 1/4 Water NGPERMeTOun 12.WELL TESTS: Lac - Lcog; Water Right or Injecpan Well Na .- ❑pump ©Bailer ❑Ap alr vh q Artesian 2. OWNER: r, ea..rmie. uva n P_vkt t Ten Name klar*M 101>v 1/416 Address ME AmltY Read City esed6an — _---Slate l° Zip 83642 Water Temp, SO Bottom hde temp 3. LOCATION OF WELL by legal description: water Qualify test ar comments: pha,Fa us,C-1-3 You must provide address or Lot,Blk,Sub.or Directions to Well. - TWp.3 _ North❑J or South❑ Depth first Water Fnruunler Rge.1 East Q or West❑ 13.LITHOLOOIC LOG:jDascribe repels or abandonmentl Water Sec- filar { NW 114 Tom' 174 a— ream m Ft r ark6-U Wafer Qua ATe Gov1 Lot County tt(]1 �— n� Dia d�b9y. Irry mparaNre Y N Lat. tag_ - 10 0 10 IT.Sall Address of Well Site 3625 E lamp Poed TO 10 120 j Gravel rid S" N City Mmidian 6 20 JW I C�M and Sand •••••� '°�'"®"--`°'°°' E 00 00 Caravel and Gam X Lt, Blk, Sub.Name 6 90 95 Gay 6 95 135 S rd UA_Gravw x 4. USE: 6 135 146 Clay and Brown Clay ❑J Domestic ❑Muoippat ❑Monitor ❑Irrgak- B 145 201 sand and Graeae x ❑Thermal ❑injection ❑Other 6 201 ail Brown Gay 6 202 234 Sand.1h awrM C—M x S. TYPE OF WORK check all that apply (Replacement etc.y 6 234 236 Clay QNew Well ❑Modify ❑Abandonment ❑Other 6 236 1242 ISSW — x 242 - 6. DRILLMETHOD: Elk,Roary ❑Cable ❑Mad Rotary []Other0 ---..— --.—. 0 T. SEALING PROCEDURES ° sal rvmearwr ern 1b Nlelnhr r4Mwae Seal Hxarrlent etearod ° BerdorYle 0 20 1t10gbs Dyelberre ° D Was ddw shag used? VJY LJN Shoe Depths) ° Was drive shoe sea IeSled?E]Y ❑/N HW7 0 0 8. CASING ILER: 0 Omm Fwn To aavas M.telot__j c Tnraadvd 0 WA VREGIDN 6' �2 235 250 SCael 0 ❑ Q ❑ 0 ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ° Length 0 Headdipe Length of Tailpipe 0 Packer Ely ©N Type 0 0 9. PERFORATIONSlSCREENS PACKER TYPE Perf�ralion Method ° Screen Type 6 Method of ImIatlaaion SW ° Fan To a1o18® renew panelb Mebdal Canrtg Lear ° 237 242 30 l4 SS ❑ ❑ Campteled Depm 242 (MeesurablaY ❑ © Dete: Startrd ar2MG campeletl 3Ial66 ❑ ❑ 14,DRILLER'S CERTIFICATION 10.FILTER PACK IMe certify that all minimum well consl ulion standards were complied with at the Feltt Meta.& Fwn To vv am ryoWre the rig Was,emoved. Company Name ABC Wdl Drihig a Pump,lnc_ Firm No,W1 11.STATIC WATER LEVEL OR ARTESIAN PRESSURE: Principal Drill Dal 48 ft.below ground Artesian Mr Sure IWsq,m. and Depth flow encountered h,Deswihe access port w wrilrol deveces: - Adler or Operatorfi P J Orate 10 Operator I Date ib 49 Prin I er and Rig Operator Required. Operator I muS here signature of DrillerlDperalor 11- FORWARD WRITE COPY TO WATER RESOURCES N a, an a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Aw [USE TYPEWRITER OR State of 7 ho BALL POINT PEN Department of Water Administration a � WELL DRILLER'S REPORT State low repuires dim this fa pen be filed withthe Director.Department of Water Administration wirhm O t+� days after the onmpletion or abandonment at the we'I_ F' 1.WELL OWNER 7.WATER LEVEL Name fZf�T 6 Stdtic water fevel.J�F—feet L.1.w land sun Flewinp? (3Yes I'(No GP.M,flow Address A- f�V Temperarure�-F. Cusliry Artesian closed-in presnme p.Fl- Owner'sP rmit Nn- Controlled by ❑Valve ❑Cep ❑Plug 2.NATURE OF WORK 8.WELL TEST DATA P New welt O Deepened ❑Replacement Pump 9ailcr 0 Other. opa.Re.41'N. w p-..n umptl ❑Abandoned Idascxibe method a1 abandoning] a.PKPp6EU VSK Demean' O bngalVon ❑ Teat ❑ opmr(-PadtT t"O' S.LITHOLOGIC LOG Z?g + h Mu..," ❑1—me! 0 S1 ii ❑ Waste piaPoaol m Hale pap*b MNnen Dram. prom Ya P114eeeial vas xa -- v a.METHOD OHILLED Cable ❑Romry ❑Dug ❑Other h rut V C v 5.WELL CONSTRUCTION Diameter of hole__&_ inches Total depth—7J-- Casing schedule y: a7 Sifel ❑Concrete Thidrewa Diameter Fmm To J500 inches-6 inches •�feet feet indr8 inches feet feet inches inches �_teat _tact inches inches feet —Gem inchs e fnoh. feet _tact Was a packer or seal used? 0 Yes No Perforated? El A N. Hold pertamted? ❑Factory ❑Knife fl Torch Sit.of perfora I n _Inchas by -- nahas Numbs From To perforations feel NOT pe+foratlorts lest feet perforations feet feat Well azraen installed? I]Yea )(No Manufacturers fume Type model No. ❑iamarer_Slat size_Sat frame featm feet Diameter_Slot size_Set from feet m feet Gravel packed? ❑Yea „N. Size of greyel_ Placed from feet to fees irate. aaal eglh LblNid=W in seal 0y Cumenl veal ❑Pnddii.g cloy p Wall..tuna' SWmg awuEura wM ❑Skm sit ❑yTin*wairy odes Ong - q Daaab—1.real r.an 6.LOCATION OF WELL � 18. y Wark 0.— '8 fini�ned $ketch map lonetlon meet agfBe W Ith Wfi[ten IlN.dllpn, /.~1 N -� I I_11WILLEN¢CEBA TION WWII—Nmy Firm tbma i(ye�6a°.�� Firm 1 _ Lot N0. Bad Ne MErw '4--Q-v Cb1a 't+" --' Slgrwe h IFum OHkiW) old ntY hh ppatalrl�i�,'XfL�Q�1J��M{ - USE ADDITIONAL SHEETS III NiliCESSARIf FORWARD THE WHITE COPY TO THE plePARTMENT Lr) N v un n. Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC VnAcA RECEIVED FaI"'238-' Smr IDAHO DEPARTMENT OF WATER RESOURCES MAY 2 2 2017 WELL DRIILLER'S REPORT ""T6Pl llE 01 RCES wESTEl REGION 1.WaLTAG Na n 0074ti54 12 8TA11C WA7M LEWR-and VYElL TFXM GffrQ ill Na nenmaeiwe4xmnunuerea(el 56' 3a�cnmarlavel((Q 58' Pilaw mM w b*.q n wa a V6W lanri em cod eolmtn mote .On 2.OwNm-C*GP Me di- r �OXMPW Na h9 YYell A6&6e 33 Fast BlOadway AVa Suit 208 m� T P* g!F� F+w ft ftW W R0oq,Meridian smteIdahoz$ 25P 3M ❑ ❑ IFJ ❑O 3,W]E1L LPCAT L iT zm ❑ ❑ ❑ TW;X 03 Newt W w Sm:M i7 Rqe 01 EW IR or wma❑ ""Wo 9 taatoro a®e� sac.33 SE - lWY 1Lr KO OeuM WS ordor aloe wabondomne* —�� �— n ft armatr,wmome derlmarwgtraar vaar GWtlnt Ada 14 09 . alVaae,wmrd� V N ut 43 a 33.3m 14" Q 1 6 1 Bn3vm Cayx J rm 116 a20.N52 � �� 14' 8 1 25 1 GraW&Sand x 5155 South Hovey Erna 14' 26 31 Brown C Y, Addtees at Vuet Sft 14' 31 33 BraNn Sand x _ M9rtdarn 14` 33 39 smidv Bmvm Clay x Lot sac_SOL None 141 30 63 1 Sand&Gravel x 14" 53 78 1 Sand&Gravel x 4.USE' 14' 76 34 Sand&Gravel w46*blas x 13 owrnwc ❑ae-kk-w ❑Lkvhw x❑xm, ❑76end ❑t 14' 84 95 Bream Send$Clayx i4• 98 S!g Send Streak x TYPE R 14' 99 115 Brake CI x 0 lYaa WW a] 0RePteseteetaaed ❑Nlufh�G+■ea ❑+aaaaomtwm ❑oew 14• 115 131 Cowes Sand wleod day leases Y S.DRILL METHOM w 131 m emffn x W Air wry jg I+ad tmley 13 C" ❑oa a 1V 1 Vd T,SEA MO 14" 140 U.B.Goome Btonm sand x T.m 6-MR-9s, 14 178 lag Hann Cleyx HenCemrtgml 0 iml 6Yds Ipu 14 1 189 253 CoemSrmnSandlOmM x W 253 271 1 Coarse Brown SmAC x a.CASINGFUNER; [Aon��aq TnaS � Armtl ra�9 Liar T17gd@r w +2 10.6 _322 Stsot © ❑ ❑ 8" i0.6 20 Srd PVG E3 ❑ ❑ ❑ '�aeens fr 20 220 33M7 PVC 10 ❑ ❑ ❑ At 22W 8'PVC ggkg spR@ptsd RE n ach Lptx it 220 22DJB PVC.'xrs av El ❑ El ❑ 5'Sasses was seE rvitll 1lYhead and 2W twist-m 3 n lockln doer W®ddw Shoe wed?❑Y [0 N Shoe tlaptl v) assembly. 9.PSWORAnONS1sCREEAEL, Pesloreinrte❑Y 0 N method "'Filar Pack >�f i-14 bore to 8'screens ana<a,rac4sed awoat Y ❑n TA.,Edritsorr S Nneu2-.a*Screens to S Screens mmhad atk0ma m Sk4b S t 1lMI BacMod atom 251-2713M Pad PR*I c n TeM Q"b-tarmme serer maeaa 24S' 2W.8 251 .030 8'PS Stsinime D�SbWOL32UM? Lk 511Q12017 21&9 249 .03D 1 IT-PS Stainless ib DRILLEes CSONMA79 t UW&Cm*eatae tr*5wen Vm=1SV ftw SWK*dswere mmpaed with at Lent of H004"12W taeVth etTalpl a WA dm tlmads dp was meveen. Pad.Q Y a N Type K-Padw3.Pin---bis packs-_._ company AA ran YYEII orn LLL rA No.641 i u.mLTER PACK 2.jr Wagah hmhREed In tmBj{pL- - p,&1WZD17 f�ie�Y riam GO �W tremt.9dvd1�F-trtq 'Qa&r Gars v9 ease smm 199 2.50.5 7100 the Ere sgim Sand 209 248 800 tbs er° t 11.FLOWINGARIESUMt ouedrrai Gate FlW4�w Awean7 Q Y 91 N Al wjm Ptrsaetae"G] -ad'v d Prfnc%m t Dxltter erd rig ope a ram mvuhas. Camilla co"dewba N v cn a Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC PRE DESIGN PERC TESTING Howry Property-Amity Road J. Meusch-SITE on March 14/15, 2019 Near Test Pit TP-4 10 x 3 x 6.5 TIME PERIOD DEPTH DROP PERC 3 hr Average Recommended 10:10 42.0 For 11:10 1.00 46.0 4.00 4.00 Design 12:10 1.00 48.0 2.00 2.00 13:10 1.00 50.0 2.00 2.00 TOTAL 3.00 8.00 2.67 2.7 2.0 in./hr. Near Test Pit TP-5 11 x 3 x 6.0 TIME PERIOD DEPTH DROP PERC 3 hr Average Recommended 10:00 40.0 For 11:00 1.00 42.0 2.00 2.00 Design 12:00 1.00 44.0 2.00 2.00 13:00 1.00 46.0 2.00 2.00 TOTAL 3.00 6.00 2.00 2.0 2.0 in./hr. Near Test Pit TP-8 11 x 3 x 7.5 TIME PERIOD DEPTH DROP PERC 3 hr Average Recommended 10:20 66.0 For 11:20 1.00 78.0 12.00 12.00 Design 12:20 1.00 86.0 8.00 8.00 13:20 1.00 DRY TOTAL 2.00 20.00 10.00 10.0 6.0 in./hr. NOTHING FOLLOWS r, N y a: Geotechnical Services/Soil Testing&Inspection Services