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HomeMy WebLinkAbout08/04/2025 13.C. Distribution of the Complete Record for a Master planned development: The Champions Park Mixed Use Development spans 85 acres in the R-1 zoning district. r:- `y 7 ljlt '7 111 -: ' • s . BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 13.C. For Meeting of: August 4, 2025 ITEM TITLE: Distribution of the Complete Record for a Master planned development: The Champions Park Mixed Use Development spans 85 acres in the R-1 zoning district. (PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25) proposed by Prickly Pear Holdings LLC. SUBMITTED BY: Bill Preston, Community Development Director *Eric Crowell, Senior Planner SUMMARY EXPLANATION: The complete record for this Master planned development: The Champions Park Mixed Use Development spans 85 acres in the R-1 zoning district is being distributed to City Council members in advance of the public hearing scheduled for August 19, 2025. Materials are being distributed in advance to allow adequate time for review. ITEM BUDGETED: N/A STRATEGIC PRIORITY 24-25: N/A RECOMMENDATION: ATTACHMENTS: CC Packet_PD#001-25.pdf 330 4 C) '1''{ • \ %Nair' N. PoRAd PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Yakima City Council Closed Record Public Hearing August 19, 2025 EXHIBIT Applicant: HLA Engineering & Surveying—Joseph Calhoun File Numbers: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Site Address: Vicinity of Sorenson Rd. between S.38th Ave. & S. 52nd Ave. Staff Contact: Eric Crowell, Senior Planner Table of Contents CHAPTER AA Yakima Hearing Examiner's Recommendation CHAPTER A Staff Report CHAPTER B Maps CHAPTER C Site Plan CHAPTER D DST Review & Agency Comments CHAPTER E Applications CHAPTER F Public Notices CHAPTER G Public/Agency Comments 331 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER AA Yakima Hearing Examiner's Recommendation DOC DOCUMENT DATE INDEX # AA-1 Yakima Hearing Examiner's Recommendation 07/10/2025 332 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. CITY OF YAKIMA, WASHINGTON HEARING EXAMINER'S RECOMMENDATION July 10, 2025 In the Matter of an Application for a ) Planned Development and a Preliminary ) Plat with Some Type (2) Uses, and SEPA ) And Critical Areas Review Submitted by: ) PD#001-25 ) DEV#001-25 Prickly Pear Holdings, LLC ) PLP#001-25 ) SEPA#002-25 To be Located on 85 Acres on the South ) CAO#001-25 Side of Sorenson Road between South 38th ) Avenue and South 52"d Avenue in the SR, ) R-1, R-2, R-3 & GC Zoning Districts South ) Of the SOZO Sports Complex to be known ) As the "Plat of Champions Park Phases 2-6" ) A. Introduction. The preliminary findings relative to the hearing process for this matter are as follows: (1) The Hearing Examiner conducted an open record public hearing for this master application for a Planned Development and a Preliminary Plat on June 26, 2025. (2) The detailed and thorough Planning Division staff report presented by Associate Planner Eric Crowell recommended approval of this Planned Development and Preliminary Plat subject to enumerated conditions. (3) Testimony regarding this master application was presented by the Applicant's representative, Joseph Calhoun of HLA Engineering and Land Surveying, Inc., who had previously submitted a very thorough narrative explanation of the proposal with his master application and who followed up at the hearing by requesting some minor revisions to two of the recommended conditions; was presented by a South 52"d Avenue resident Harold Bullington and property owner Steve Hart who both indicated that South 52" Avenue should be widened and improved with curbs, gutters and sidewalks; was Prickly Pear Holdings, LLC 1 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`1'Ave. to S. 521'd Ave. DOC. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX Ia 333 RECEIVED J U L 1 0 2025 CITY OF YAKIMA PLANNING DIV. presented by the Applicant's representative Mike Heit also of HLA Engineering and Land Surveying, Inc. who indicated that South 52' Avenue in this location is a County Road, that there were numerous meetings regarding this proposal without any request from the County for improvements to South 52'' Avenue and that the requisite nexus would limit any requirement of that type to the Applicant's very minimal proportionate share of traffic that would be utilizing the road; and was presented by Kenneth Thorns who expressed concerns about his potential loss of view to the south, the traffic on South 52nd Avenue and the proposed construction in the floodplain. (4) This recommendation has been issued within ten business days of the open record public hearing. B. Summary of Recommendation. The Hearing Examiner recommends approval of this Planned Development and approval of this Preliminary Plat subject to conditions and based on reasons that are similar to those set forth in Eric Crowell's staff report. C. Basis for Recommendation. Based on a view of the site and surrounding area with no one else present on June 25, 2025; the staff report, exhibits and testimony presented at the open record public hearing on June 26, 2025; and a consideration of the applicable Planned Development criteria, Preliminary Plat requirements, development standards and consistency criteria; the Hearing Examiner makes the following: FINDINGS I. Applicant/Property Owner/Representative. The Applicant and property owner is Prickly Pear Holdings, LLC, 2550 Borton Road, Yakima, WA 98903-9766. The representatives of the Applicant and property owner for this proposal who testified at the Prickly Pear Holdings, LLC 2 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52nd Ave. PD#001-25; DEV#001-25;PLP#001-25;SEPA#002-25 DOC. INDEX __.��L 334 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. hearing are Joseph Calhoun and Mike Heit of HLA Engineering and Land Surveying, Inc., 2803 River Road, Yakima, WA 98902. II. Location. The location of the proposal is on the south side of Sorenson Road between South 38th Avenue on the east and South 52nd Avenue on the west. The SOZO Sports Complex is on adjacent property to the north. III. Application. The "Plat of Champions Park Phases 2 — 6" is a proposed mixed-use master planned development in the SR, R-1, R-2, R-3 and GC zoning districts spanning 85 acres and includes the following phases: Phase 2 consisting of 27.46 acres with 64 residential lots (60 single-family, 4 common wall); Phase 3 consisting of 8.65 acres with 42 lots (1 single-family, 25 duplexes across 4 lots, 36 common wall lots, and 1 floodplain lot); Phase 4 consisting of 15.23 acres for an RV park with 71 stalls, an office/store, a clubhouse, and recreational amenities; Phase 5 consisting of 6.99 acres for commercial development, including a tap house/restaurant, a quick service restaurant, a 110-room hotel, and green space; and Phase 6 consisting of 29.60 acres for 112 single-family home lots. The total residential use across Phases 2, 3 and 6 total 218 lots for 263 dwelling units. This master application was received on February 20, 2025, and deemed complete for processing on April 3, 2025. IV. Jurisdiction. Sections 1.43.080, 15.28.040 and 14.20.100 of the Yakima Muni- cipal Code (YMC) provide that the Hearing Examiner shall hold a public hearing and submit recommendations to the City Council relative to the Planned Development criteria listed in YMC §15.28.040 and the Preliminary Plat criteria listed in YMC §14.20.100 and Prickly Pear Holdings, LLC 3 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`h Ave. to S. 52"d Ave. PD#001-25; DEV#001-25;PLP#001-25; SEPA#002-25 DOC. INDEX 335 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. in RCW Chapter 5.8.17. Since this is a master application, the City Council will make the decision regarding all of the aspects of this application which include some Type (2) uses in the development allowed under YMC Chapter 15.14 and which include a Critical Areas review required under YMC Chapter 15.27. V. Notices. The property was posted with a land use action sign on April 2, 2025. A Notice of Application and Environmental Review was sent to the Applicant, SEPA agencies and property owners within 300 feet of the subject property on April 7, 2025. The 14-day public comment period for the SEPA review ended on April 21, 2025, with four agency comments and no public comments being received. A Notice of the preliminary Determination of Nonsignificance and of the open record public hearing set for June 26, 2025, was sent to the Applicant, SEPA agencies and property owners within 300 feet of the subject property on June 5, 2025, and was also published in the Yakima Herald-Republic on June 5, 2025. VI. Zoning and Land Use. The subject property consisting of approximately 85 acres is zoned Suburban Residential (SR), Single-Family Residential (R-1), Two-Family Residential (R-2), Multifamily Residential (R-3), and General Commercial (GC). It is currently vacant except for a few single-family homes. The zoning and land uses of surrounding properties are as follows: North SR, GCLM-1 Residential, Parks South R-1, R-2 Residential • East M-1 Industrial West SR, R-1 Residential Prickly Pear Holdings, LLC 4 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38thAve. to S. 52nd Ave. DOC. PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 336 1)1 2025 T tit YAKIMA PLANNING DIV. VII. Yakima Comprehensive Plain 2040. The subject property is located within the Low Density Residential, Mixed Residential and Commercial Mixed-Use Comprehensive Plan designations. VIII. Environmental Review. This master application was required to undergo a State Environmental Policy Act (SEPA) review. On June 5, 2025, the City's SEPA Responsible Official issued a Determination of Nonsignificance (DNS) which became final without an appeal. IX. Transportation Concurrency Ordinance. The Applicant applied for Transportation Concurrency (TCO#004-25) on February 20, 2025. A very lengthy and detailed Transportation Impact Analysis was also submitted, which recommended that the development be responsible for adding turn lanes and installing a traffic signal at the intersection of South 52nd Avenue and West Washington Avenue. X. Applicant's Statement of Details and Benefits of this Development. The Applicant's narrative answers to specific questions required of this type of development describe the following details and benefits of this proposal: (1) What land uses arc proposed? The Champions Park Mixed Use Planned Development proposed land uses will consist of low density residential, multi family residential, and general commercial uses. The project consists of 5 current phases located on approximately 85 acres of land. The Master Planned Development includes the following Phases and Uses: o Phase 2: 64 total lots across 27.46 acres. This phase will include 60 single-family home lots and 4 common-wall lots. o Phase 3: 42 total lots across 8.65 acres. This phase will include 1 single-family home lot, 25 multifamily dwellings (50 units) across 4-lots, Prickly Pear Holdings, LLC 5 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38'Ave. to S. 52nd Ave. DOC. PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 337 RECEIVED JUL 1 ® 2025 GI IV OF YAKIMA PLANNING DIV and 36 common-wall lots, including 1 non-buildable lot that includes mapped floodplain and floodway. o Phase 4: 15.23-acre RV Park with recreation area. This includes 71 RV stalls, a 10,200 square foot office/store, and a 3,625 square foot clubhouse with pool, tennis courts, basketball courts and open space. o Phase 5: There are approximately 6.99 acres of commercial development space proposed for the following uses and site configuration: o Tap house/restaurant area - 7,520 s.f. o Patio area - 1,400 s.f. o Greenspace/yard area - approximately 45,737 s.f. o Quick Service Restaurant (QSR)- 2,510 s.f. o 110-room hotel with associated parking, landscaping, and greenspace. A conceptual layout of the commercial area is provided on the site plan which shows parking/drive aisles, building location(s) and possible uses. It is anticipated that the final determination on land use(s) and site layout will be authorized through the Type 1 Review process. Potential uses include Class 1 permitted uses in the GC Zone per YMC§ 15.04.030, Table 4-1. o Phase 6: 112 single-family home lots across 29.60 acres. Total residential use across Phases 2, 3 and 6: 218 lots, 263 dwelling units. For the purpose of analyzing the overall development in the area, we want to reference Champions Park Phase 1, approved on March 19, 2024 by Resolution R-2024-051. This Phase includes 47 single-family lots and 46 common-wall lots (City File PLP#002-23}. The Final Plat was recorded on December 11, 2024 (City File FLP#004-24). Since this phase is completed, it is not part of the current 5 remaining phases or included in the Development Agreement. However, analysis of the total project considerations for • overall traffic generation, utility extension, etc. included and will reference Phase 1. (2) Will the land be subdivided? If so, what type of subdivision? (Long Plat, Short Plat, Binding Site Plan, etc.). Proposed long plat subdivisions will occur over several phases and includes approximately 85 acres for a combination of single-family, common wall, and multi family dwelling units. The subdivisions will create 218 lots and propose 263 dwelling units. (3) How does the proposed Planned Development allow flexibility in development standards and permitted uses while ensuring compatibility with neighboring uses? Underlying land zoning includes a combination of SR, R-1, R-2, R-3 and GC. The Prickly Pear Holdings, LLC 6 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. DO . PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 ®®EX 338 RECEIVED JUL 1 0 2025 CITY OF YAKIM A PLANNING DIV. proposed Planned Development is intended to allow for commercial development which would otherwise not be allowed in the residential zoning districts. The residential development will conform to residential development standards, including building height, density, lot coverage, setbacks of the underlying zone. Density range for the residential development is approximately 4 dwelling units/acre. The proposed com- mercial development and RV park will complement surrounding uses and provide additional services that support the SOZO Sports Complex, airport to the northeast, and the proposed residential development to the west. The proposed commercial development will meet all development standards associated with the type of development, including parking, setbacks, lot coverage, landscaping, and appropriate site screening and buffers where required. (4) Describe how the proposed Planned Development facilitates the efficient use of the land. Over 85 acres of the proposed development will be a mixture of residential and multi family construction providing approximately 218 lots and 264 dwelling units. Proposed are 173 single-family lots, 40 common wall lots, and 4 multi family lots containing 25 duplex units (50 total units). One final lot is proposed that encompasses non-buildable floodway/floodplain area in Phase 3. All but one road servicing the residential subdivisions will be public, and all streets will be built to city standards with corresponding curb, gutter, sidewalk, and streetlights. Lot sizes range from 3,561 SF to 65, 778 SF. Approximately 6.5 acres are in the flood plain, with 25 duplexes planned on four large parcels to efficiently maximize the use of these parcels and meet flood plain lot size requirements of YMC Ch. 15.27. There is a connecting road proposed over the mapped floodway area, but otherwise, construction is limited in the floodplain. Road and utility construction within the mapped floodway/floodplain will adhere to applicable Critical Areas Ordinance standards found in YMC Ch. 15.27. Approximately 22 acres are devoted to commercial uses that enhance and support the surrounding uses in the area by providing services and amenities. A private access road will be constructed to serve the RV Park, and on-site parking lots will be constructed for the commercial development properties. (5) Describe how the proposed Planned Develooment increases economic feasibility (i.e., fostering efficient arrangement of land use, buildings, transportation systems, open space and utilities). The proposed layout is such that the commercial development is located closest to existing commercial and recreational uses in the area, and the residential development will act as infill to other residential development in the area. Zoning to the north of the proposed commercial development is Light Industrial Prickly Pear Holdings, LLC 7 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`1'Ave. to S. 52id Ave. DOC. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 339 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. (M-1 ), and to the west is Multifamily Residential (R-3). Property to the east of the proposed commercial area is outside of city limits and is a combination of Industrial and Single Family Residential. Property to the south is also outside city limits and is zoned Single-Family Residential. Public infrastructure will be extended throughout the site including water, sewer, streets, streetlights, and sidewalks. Access points for the development will be on Ahtanum, a minor arterial county road; S 52nd Ave, a collector arterial county road; Sorenson Road, a city local access road; and S 38th Ave, a city local access road. A traffic study was conducted to review potential impacts to adjacent intersections. This development will bring utilities into areas that are not currently served. The residential development will provide much needed housing for the city and the commercial development will support and complement surrounding uses. (6) How does the proposed Planned Development preserve or enhance natural amenities, features, shorelines and critical areas in the development of the site? The proposed Master Planned Development will preserve the character of the adjoining neighborhoods while the commercial development will complement the surrounding uses by providing much needed services to the area. Portions of the property contain mapped floodplain and floodway. A north-south roadway is proposed over a portion of the floodplain and floodway on parcel 181334-33401 . The roadway will be constructed in accordance with YMC 15.27.411 (H). Proposed new lots within the floodplain are consistent with the subdivision standards in YMC 15.27.321 (8) and 15.05.030(C) - lots are a minimum of 1-acre or contain at least a 5,000 square foot buildable area outside the floodplain. (7) Identify environmental impacts and appropriate mitigation measures. SEPA review has been completed on Phase 1 and a DNS was issued on December 13, 2023. SEPA review has not been completed on the remaining property at this time but will be conducted concurrently with the MPD and Subdivision. Significant environmental impacts are not expected. The development is occurring on flat, vacant agricultural land. The development proposed in the floodplain and floodway will meet all development standards required by the Yakima Municipal Code including employing engineering practices to keep floodwaters from being diverted from the floodplain or increasing flooding impacts on surrounding properties. (8) How does the proposed Planned Development encourage environmentally sustainable development? The project utilizes "low-impact development" concepts via stormwater management and land use development strategies that emphasize conservation and use of existing natural site features integrated with disturbed, small- Prickly Pear Holdings, LLC 8 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" *.� Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. so PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 11'IDLX PDX`!Y. 340 RECEIVEi. ' JUL 1 0 2025 My OF YAKIMA PLANNING DIV. scale stormwater controls that mimic natural hydrologic patterns in residential settings. Stormwater will be retained on-site, and drainage and infiltration facilities provided. The proposal accommodates population growth, and density proposals are consistent with the municipal code and the city's 2040 comprehensive plan. Open space is included in the proposal and the design facilitates accommodation of floodwaters and stormwater. (9) What services and facilities are available to serve the property? Are those services adequate? Sewer and water will be extended throughout the site to serve the development. Fire hydrants will be located throughout to serve the community. Wide Hollow Elementary School, West Valley Middle School and West Valley High School would serve the needs of the development. There are several parks within 2 miles of the site including Randall and Kissel Park, and the SOZO sports complex located north of Sorenson Road. Transit lines are available approximately two miles away from the site. (10) Will the proposed development promote economic development,job creation., diversification or affordable housing? The mixed-use development will provide construc- tion jobs as well as long term service industry jobs. The proposed housing is a mix of single family, common wall, and multi family structures, providing varied housing opportunities that are much needed. (11) How does the proposed development create vibrant mixed-use neighbor- hoods, with a balance of housing, commercial, and recreational facilities? The mixed-use development creates a balance of housing, commercial and recreational facilities. The development incorporates open space amenities such as a pool, basketball and pickleball courts, an RV park, and commercial services which further support the residential development, such as restaurants and a hotel. Housing is mixed with common wall structures and single-family residences including a small, gated community within the development which provides for larger lots. (12) How is the proposal consistent with og als, ,policies and objectives of the Yakima Urban Area Comprehensive Plan? This project will help the city reach the goals of the Comprehensive Plan 2040 and Housing Action Plan by providing much needed housing by creating 263 additional dwelling units which will help the city achieve its annual target of approximately 295 dwelling units per year. This mixed-use development proposal is consistent with several of the comp plans goals and policies, including: • Goal 2.2: Provide a mix of land use designations consistent with the community's vision. • Policy 2.2.4. Commercial Mixed-Use: Prickly Pear Holdings, LLC 9 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" DOC. Sorenson Rd. from S. 38th'Ave. to S. 52"d Ave. INDEX PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 341 RECITED JUL, 1 0 2025 MY OF YAKIMA PLANNING DIV. A. Purpose: This designation promotes the greater integration of mixed uses that offer greater development choices to property owners, increased housing options, strengthened commercial retail areas, and lively pedestrian-oriented development. B. Locational criteria: Existing and planned commercial centers (except for the CBD) and primary arterial corridors. C. Principal uses & density: A wide range of retail and general service uses plus residential uses on upper floors on key retail focused streets and single purpose residential on other streets. This includes a mixture of apartments, townhouses, and assisted living facilities. New residential uses should feature densities supportive to transit use. • Goal 2.3: Residential Uses. Preserve and enhance the quality, character, and function of Yakima's residential neighborhoods. • Policy 2.3.1: Provide for a wide variety of housing types within the city to meet the full range of housing needs for Yakima's evolving population. B. Standard single family. Continue to allow for detached single family dwellings in residential districts. E. Duplexes. Continue to allow duplexes in appropriate residential zones, provided density standards are met. Consider incorporating design standards that emphasize a pedestrian oriented design and the inclusion of usable open space. • Policy 2.3.3: Create walkable residential neighborhoods with safe streets and good connections to schools, parks, transit, and commercial services. A. Construct sidewalks along all new residential streets. B. Provide streetscape standards that create safe and walkable streets within residential developments. C. Promote small block sizes to ensure good connectivity and reduced walking distances between residences and schools, parks, and services. Commercial and mixed-use designations: Configure development to provide pedestrian connections at 300 to 660 feet intervals. Configure development to provide vehicular connections at 600 to 1,320 feet intervals. Allow flexibility for private internal streets to meet connectivity objectives. • Goal 2.5: Arterial corridors and other mixed-use centers. Enhance the character, function, and economic vitality of Yakima's arterial corridors and mixed-use centers. • Policy 2.5.1: Allow for a mixture of compatible land uses along corridors and within mixed-use designated areas. This includes the integration of multi family Prickly Pear Holdings, LLC 10 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38'Ave. to S. 52nd Ave. DOC PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX ecK 342 13ECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV, residential, and office uses with retail and service commercial uses. Provide zoning and design standards to maintain compatibility between different uses and zones. • Goal 5.1: Encourage diverse and affordable housing choices. Policy 5.1.2: Promote the preservation, improvement, and development of single- family homes in Yakima. • Goal 5.4: Encourage design, construction, and maintenance of high-quality housing. • Policy 5.4.1: Promote sustainable development practices in housing develop- ment. • Policy 5.4.2: Use transitional densities, design and landscape standards to ensure housing is compatible with existing character and planned goals. • Policy 5.4.3: Encourage development of well-designed new housing in coordination with population growth, employment growth, and transportation goals. • Goal 8.2: Ensure that utilities are provided in a reliable, sustainable, and safe manner. • Policy 8.2.1. Use land use, design, and construction policies and regulations to manage placement and construction of utilities, encouraging the efficient use of land and co-location of facilities where feasible. • Policy 8.2.2: Ensure that utility facilities are designed, built, and maintained to have a minimal impact on surrounding neighborhoods. • Goal 9.1: Enhance and protect surface, storm, and groundwater quality and quantity. • Policy 9.1.1: Implement the City's stormwater program and require use of appropriate stormwater manuals or best management practices for the design, construction, and operation of developments or activities which could alter surface or ground water quantity or quality. • Goal 9.2. Protect and enhance air quality. • Policy 9.2.1: Cooperate with local, State and federal air pollution control agencies and comply with applicable regulations that govern air pollutants during land development, construction and operation. • Goal 9.3: Manage floodplains to protect public health and safety, and to support ecological function. • Policy 9.3.1: Protect natural drainage systems associated with floodways and floodplains through application of regulations based on best available science. Prickly Pear Holdings, LLC 11 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. D C' PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 343 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV, • Policy 9.3.2: Ensure adequate protection of life and property from flood events in floodways and floodplains through application of appropriate limitations on and mitigation requirements for development, and implementation of Compre- hensive Flood Hazard Management Plans, when available. (13) How does the proposed Planned Development utilize unique and innovative facilities that encourage the efficient and economical use of the land? This mixed use planned development proposes to utilize the existing vacant land in numerous ways to provide for a wide variety of uses and services. The proposal supports the surrounding uses and provides much needed housing. Portions of the property that contain mapped floodplain and floodway are designed to meet applicable code sections for construction within those areas, using the smallest footprint possible. (14) Does the proposed Planned Development promote a sound system for traffic and pedestrian circulation? Describe. A traffic study was conducted to review potential impacts to the surrounding arterial access points. The site includes public roads built to city standards that include curb, gutter and sidewalks throughout, connecting and providing easy access through the entire development for both vehicles and pedestrians. The development includes 4 separate access points for entry and exit into the site, and one private access point for the RV Park. (15) How does the proposed Planned Development promote open space and use of natural and/or developed amenities? Residences and RV campers will have an oppor- tunity to take advantage of devoted open space at the shared recreation center which will include onsite parking, clubhouse, pool, tennis and pickle ball courts, basketball courts and a park. (16) Will the proposed Planned Development provide an architecturally attractive, durable and energy efficient development? Residential building design includes pitched roofs, articulated facades with siding, stone veneer, and decorative moldings. All buildings part of the development will conform to current building codes and the Washington State Energy Code. (17) Please provide a summary of all previously known land use decisions affecting the applicant's property and all outstanding conditions of approval with respect to such prior land use decisions. The property was annexed into the city, under Ordinance No. 2023-011, Prickly Pear Annexation. The Plat of Champions Park - Phase 1 has been submitted under file numbers PLP#002-23, SEPA#011-23. The DNS for SEPA#011-23 was issued on December 13, 2023. The Hearing Examiner recommended approval on Prickly Pear Holdings, LLC 12 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. DOC. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 344 'RECEIVED 911� 1 0 2029 u1I V' dr- YAKIMA PLANNING DIV. January 25, 2024, and City Council approved the Preliminary Plat on March 19, 2024 (Resolution R-2024-051). The Final Plat was recorded on December 11, 2024 (FLP#004-24). Previous use of this land was agriculture. According to the Washington State Department of Ecology's Dirt Alert Map, there were no past orchard uses during the time when lead arsenate was used as a pesticide. (18) Any other development standards proposed to be modified from the underlying zoning district requirements. The planned development does propose modification to the underlying zoning district requirements, consistent with the allowed uses and flexibility of a mixed-use planned development as outlined in YMC §15.28.020(A)(4). (19) What are the aesthetic considerations related to building bulk, architectural compatibility, light and glare, urban design, solar access and shadow impacts. The proposed residential dwellings are designed to be compatible architecturally with new residential structures in the surrounding neighborhoods. Lot sizes, setbacks and building heights are consistent with typical regulations for the use. Building height, solar access and shadow impacts are not considered to be significant, as the structures will meet building height standards of the underlying and adjacent zoning districts and the Airport Safety Overlay (ASO). Where provided, lighting will be directed to reflect away from adjacent and abutting properties. Parking lots adjacent to residential districts or uses will be designed with down-shielding and luminaries creating no lighting pollution upon those properties. A photometric lighting plan will be provided at the time of building plan submittal. (20) Please provide an inventory of any on-site cultural, historic and/or archaeological resources. Review of public records available on-line from the Department of Archaeology and Historical Preservation showed no inventoried resources. If during construction artifacts are found, then work within the area will cease and the proper authority will be notified. DAHP's statewide predictive model indicated that there is a high probability of encountering cultural resources within the proposed project area, Project Tracking Code (2023-022-07771). XI. Development Services Team and Interested Agency Comments. The following comments were submitted by the Development Services Team as a result of its Prickly Pear Holdings, LLC 13 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" ��. Sorenson Rd. from S. 38��'Ave. to S. 52"d Ave. �`��' PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX ` 345 ''Er1 rVED jUUL 1 0 202, ,t r UiF YAKIMA PLANNING DIV. technical review conducted on March 11, 2025, and by the other public agencies which submitted information regarding this proposal: (1) Code Administration: Pursuant to the Chapter 5 of the Washington State Fire Code (WSFC), publicly available fire hydrants will be required along streets spaced at intervals that will provide required fire flow coverage for proposed structures in accordance with WSFC Appendix C. Installation of approved hydrants must be completed prior to final plat approval. These findings are not intended to be an exhaustive review of this proposal. (2) Engineering: Comments from Engineering include the following ordinance provisions: (a) This project proposes that 85 acres be developed into: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common-wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 multifamily units, 36 common-wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, QSR, hotel (110 rooms), and greenspace. All improvements being done at Parcel #18120322005, also known as "Plat of Champions Park Phases 2-6". The property currently is vacant parcels. The proposed development will cause increased pedestrian and vehicle traffic without adequate safety precautions for pedestrians. The proposed development has the potential for more frequent trips in and out of the property. Current frontage infrastructure is not adequate enough to handle the new proposed master planned development that is a balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. (b) In order to alleviate the resulting impacts from the change in use proposal, the City is requiring the following improvements: (i) YMC 8.60 and 12.05 — New curb, gutter, ADA ramps and 5-foot sidewalk, including associated storm drainage, shall be installed. Street improvements shall conform to standard detail R3. New sidewalks shall be constructed per standard detail R5. (ii) YMC 8.64 and 15.06.065 — Residential driveway approaches are required which meet the requirements of this chapter and standard detail R4. Driveway width shall be a maximum of 20 feet. (iii) YMC 8.64 and 15.06.065 — Commercial Type 1 driveway approaches are required which meet the requirements of this chapter and Prickly Pear Holdings, LLC 14 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`h Ave. to S. 52nd Ave. C C PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 346 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV, standard detail R4. Driveway approach shall be a maximum 35 feet and a minimum of 24 feet wide. Driveway locations shall meet the requirements of YMC 15.06.065. (iv) YMC 12.06.020 — Right-of-way — Applicant shall determine adequate dedication of right-of-way for all new/proposed roads. (c) YMC 15.05.040 — Clear vision triangle shall be maintained per this chapter. (d) YMC 12.06.080 — Street lighting — Street lights shall be installed per this chapter. (e) YMC 12.02 — Easements shall be established and maintained per this chapter. (f) YMC 8.72 —An excavation and street break permit shall be obtained for all work within the public right-of-way. (g) An ENG permit is required for all civil work to be performed on site. Professional engineered civil plans with PE stamp shall be submitted for review and approval. All improvements shall be completed prior to Certificate of Occupancy. (3) Nob Hill Water Association: Sufficient domestic water facilities are in the area to serve this development. Water main extension and improvements are to be done by Nob Hill Water, at the developers expense. Standard Nob Hill Water development policies and irrigation policies apply. Please contact Nob Hill Water for more information. (4) Surface Water comments indicate that the following stormwater requirements apply to this proposal: (a) As this project involves clearing or grading one acre or more, a Large Project Stormwater Permit shall be required from the applicant. The requirements of a Large Project Stormwater Permit are: - Drainage plan(s) and calculations - Stormwater maintenance agreement and plan - Proof that the maintenance agreement was recorded in the Yakima County Auditor's Office - Construction Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver. The Construction SWPPP (or Erosivity Waiver Certificate Statement) shall be reviewed and approved by the Surface Water Engineer prior to any grading or construction. A Prickly Pear Holdings, LLC 15 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" � Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. Ui'd'C. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 347 RECEIVED JUL ft 0 202 Ulf Y OF YAKIMA PLANNING DIV, Temporary Erosion and Sediment Control (TESC) 'plan shall be submitted for approval. - In lieu of turning in a Construction Stormwater Pollution Prevention Plan, the applicant can satisfy this requirement by obtaining a Construction Stormwater General Permit through the Washington State Department of Ecology. A copy of the signed General Permit shall be delivered to the Surface Water Engineer. Go to https: //ecology.wa.gov/regulations-permits/permits-certifications/stormwater stormwater-general-permits/construction-stormwater-permit for more information on how to apply for the General Permit. - A narrative explaining how Core Elements 1-8 are being satisfied. - An operation and maintenance plan for the perpetual maintenance of the facilities is now required. (b) Grading and/or building permits shall not be issued without the project site first passing an erosion control inspection. (c) Complete stormwater design plans, specifications and runoff/storage calculations supporting the stormwater design are required pursuant to the Eastern Washington Stormwater Manual and City of Yakima standards. These plans and control measures must be completed by a licensed Professional Engineer and then be reviewed and approved by the City of Yakima Surface Water Engineer prior to construction. (d) UIC Registration— Stormwater (i) In accordance with the August 2019 edition of the Department of Ecology's Stormwater Management Manual for Eastern Washington (SMMEW), Underground Injection Control (UIC) wells constructed on or after February 3, 2006 are considered new and must be registered with the Department of Ecology (DOE) 60 days prior to construction. To register your UIC wells, you must go through the Secure Access Washington website. Go to secureaccess.wa.gov/ecy/wgwebportal/ to create an account and register your wells. UIC wells that receive polluted runoff shall retain the larger of the 100-year 3-hour and 100-year 24-hour storms and shall be designed for treatment using Table 5.23 of the SMMEW. (ii) More information on the Industrial Stormwater General Permit Notice of Intent can be found at https://ecology.wa.gov/Regulations- Permits/Permits-certifications/Stormwater-general-permits/Industrial- stormwater-permit. Prickly Pear Holdings, LLC 16 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52" Ave. DCC. PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 348 2025 CITY OF YNKIMA PLANNING DIV (5) Traffic Engineering: I agree with the Kittelson & Associates TIA conclusion that the traffic generated at full buildout at the Washington Ave. and 52nd Ave. intersection will create the need for a signal. The signal should be installed prior to Sorenson Rd. being opened to allow traffic to access 52nd Ave. Once Sorenson Rd. is open, it will not only get traffic from this planned development, but it will get traffic generated by the SOZO sports complex. Given the current procurement issues with signal equipment, the signal construction should be started a minimum of nine months prior to the opening of Sorenson Rd. to assure the signal is in place prior to opening. (6) Wastewater: Sewer will need to be installed throughout site per YMC and COY Engineering and Wastewater standard details and requirements. (7) Department of Archaeology. & Historic Preservation (Project Tracking Code: 2025-04-02782): Thank you for contacting the Washington State Historic Preservation Officer (SHPO) and Department of Archaeology and Historic Preservation (DAHP) and providing documentation regarding the above referenced project. As a result of our review, our professional opinion is that the project area has the potential to contain archaeological resources. The project is in an area determined to be at High risk of containing archaeology according to the DAHP predictive model. The scale of the proposed ground disturbing actions would destroy any archaeological resources present. Therefore, we recommend a professional archaeological survey of the project area be conducted prior to ground disturbing activities. We also recommend continuing consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues. These comments are based on the information available at the time of this review and on behalf of the SHPO in conformance with Washington State law. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment on this project and we look forward to receiving the survey report. The survey report should be uploaded directly into the DAHP Online WISAARD system by the cultural resource consultant to expedite DAHP review. Please ensure that the DAHP Project Number (a.k.a. Project Tracking Code) is shared with any hired cultural resource consultants and is attached to any communications or submitted reports. Should you have any questions, please feel free to contact me. (8) Department of Ecology: If your project anticipates disturbing ground with the potential for stormwater discharge off-site, the NPDES Construction Stormwater General Permit is recommended. This permit requires that the SEPA checklist fully disclose Prickly Pear Holdings, LLC 17 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" �. UC Sorenson Rd. from S. 38t1'Ave. to S. 521'd Ave. ' ' PD#001-25;DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 349 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. anticipated activities including building, road construction and utility placements. Obtaining a permit may take 3 8-60 days. The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) shall be prepared and implemented for all permitted construction sites. These control measures must be able to prevent soil from being carried into surface water and storm drains by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading, or construction. In the event that an unpermitted Stormwater discharge does occur off-site, it is a violation of Chapter 90.48 RCW, Water Pollution Control and is subject to enforcement action. More information on the stormwater program may be found on Ecology's stormwater website. Please submit an application or contact Lloyd Stevens Jr. at the Dept. of Ecology, (509) 571-3866, with questions about this permit. (9) Department of Transportation: Washington State Department of Transportation (WSDOT) has reviewed the package, and the site for the development is located in Zones 3 & 6 of the WSDOT Airports and Compatible Land Use Guidebook Compatibility Zones. The proposed development is consistent with WSDOT's guidance as it is considered an area of residential infill, but given the proximity of the location to the airport it should be noted that the property may experience low flying aircraft, aircraft engine and propeller noise, vibrations, exhaust fumes, which may be perceived as a nuisance to the future residents. Also, because the property is in Zones 3 & 6, there should be a plan in place to ensure that the construction and the subsequent development will not create height hazard obstructions, smoke, glare, electronic interference, wildlife attractants, or other hazards to the airspace. A real estate disclosure or indication on title is recommended so that potential residents are aware of their property's proximity to the airport. The sponsor should also ensure that they file an FAA Form 7460-1 if it is necessary based on the requirements outlined here. We appreciate the opportunity to offer written comments. Our office is available for any questions or further discussions on airport land use planning. Please don't hesitate to contact me at (360) 890-5258, david.ison@wsdot.wa.gov. Planning Staff Note: While the City's Airport Safety Overlay (ASO) designates the entire project as being contained within Zone 6, WSDOT guidelines recommend that Zone 3 extends 5,000 feet instead of 3,000 feet based on the length of the runway. However, pursuant to YMC § 15.30.060, none of the proposed uses are prohibited in Zone 3, and because this project is going through the Planned Development process, it is being reviewed in a similar manner. Prickly Pear Holdings, LLC 18 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38d'Ave. to S. 5211d Ave. LAX, PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 350 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIVA (10) Yakima County Flood Control Zone District provided the following comments: (a) The Yakima County Flood Control Zone District (FCZD) attended a meeting with the City of Yakima Planning Division on 3/11/2025 and submitted comments to the City of Yakima Planning Division on 3/10/2025, 3/26/2025, and 4/1/2025. In these instances, the FCZD raised flood risk related concerns regarding the subject line applications (Prickly Pear Holdings LLC (PPH)). Please find the below comments related to PPH. (b) YMC 15.27.407 (F) (1, 2) states that all subdivision proposals shall be consistent with the need to minimize flood damage and construct roadways and utilities [be—constructed] to minimize flood damage. FCZD recommends that PPH's development be constructed to follow the natural contours of the floodplain and be constructed in a way that maintains the integrity of the floodplain and floodway. (c) 44 CFR 60.3(d)(3) states that communities must prohibit encroachments and other development in the floodway, unless certified by an engineer via no-rise certification per YCC 16C.05.36.020. The FCZD recommends a mechanism and commitment to inspect and ensure that no unpermitted encroachments or development occurs in the floodway (specifically on the southern half of parcel 18133433401) to comply with YCC and FEMA regulations, and that the chosen mechanism effectively prevents widespread encroachments, but allows for swift enforcement if needed. Encroachments and other developments would include structures such as homes, sheds, fences, etc. (d) In accordance with YMC 15.27.408 (a)(1) and IRC section 323.2, FCZD recommends any residential structures in the floodplain be elevated at least 1-foot above the BFE. (e) In the PPH site plans, there is a roadway leading north that crosses perpendicular to the floodway. During the 100-year flood event and potentially smaller events, the floodway may become activated causing water over the roadway, which at times could be impassable. FCZD recommends the placement of permanent signage indicating that the roadway may be underwater during flooding events. (f) Per YMC 15.27.407 (G), FCZD recommends any proposed roadway be built at the natural grade, to discourage any alterations to the floodway and maintain existing flood carrying capacity. A hydraulic and hydrologic study by a licensed engineer can accomplish this requirement. Floodway-spanning stream Prickly Pear Holdings, LLC 19 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38'Ave. to S. 52"d Ave. U C. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX NA 351 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIVV crossings may be a solution to avoid development within the floodway while maintaining flood carrying capacity. (g) According to YMC 15.27.315 (D) "prior to authorization of any construction within a floodplain... an engineering report shall be prepared by a licensed engineer... that establishes any new flood elevations that would result for the 100 year flood frequency if the project were implemented." The FCZD highly recommends PPH hires an engineer to accomplish this requirement. (h) In accordance with YMC 15.27.409 (B), FCZD highly recommends that PPH acquire a no rise certification by a professional engineer that no development in the floodway fringe will adversely affect the flood carrying capacity. (i) Development shown in the floodplain of Phase 3 should be carefully considered as there appears to be some intermingling or exchange of flood flows between the north and south paths — most likely at more infrequent flows as this area is not shown in the 10- and 25-year mapping estimates. In general, FCZD does not recommend developing the site shown as Phase 3 given the high density of citizens that will be placed in the floodplain and subject to flood risk. Thank you for the opportunity to comment on this proposal. Please reach out to me with any questions regarding these recommendations. XII. Applicable Development, Subdivision and Zoning Requirements and Standards. City development, subdivision and zoning provisions applicable to this proposal include the following: (1) YMC §12.02.020: Easement location and width: Eight-foot-wide utility easements shall be dedicated along the front of each lot in subdivisions and short subdivisions. Easements for new and/or future utility lines shall be a minimum of eight feet in width, or twice the buried depth of the utility, whichever is greater. (2) YMC §12.03.010: Sewer service required: All new lots and development shall be served by a sanitary sewer line located adjacent to the lot or development site. (3) YMC 4 12.03.070: Side sewer service: Each building containing sanitary facilities shall be served by a separate private side sewer line from a public main. Branched side sewers serving multiple buildings and properties shall not be permitted. Single side sewers serving multi-unit buildings are permitted. Prickly Pear Holdings, LLC 20 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" >c.{� Sorenson Rd. from S. 38d'Ave. to S. 52"d Ave. ''r�"�° PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX k?c 352 RECEIVED JUL 1 0 2025 CITY OF YAKIMIA PLANNING DIV. (4) YMC §12.04.010: Water service required: All new lots and development shall be served by a public water supply line maintained by the city of Yakima, Nob Hill Water Company, or other water purveyor, and located adjacent to the lot or development site. The water line shall be capable of providing sufficient flow and pressure to satisfy the fire flow and domestic service requirements of the proposed lots and development as approved by the city engineer in cooperation with the code administration manager and water irrigation division manager. (5) YMC §12.04.020: Water line extension required: Water lines shall be extended to the point where the adjoining property owner's responsibility for further extension begins. This typically requires extension across the street or easement frontage of the developing property. In some cases it will require dedication of an easement and a line extension across the property or extension along two or more sides of the developing property. Extensions will be consistent with and implement the city's adopted water comprehensive plan. (6) YMC §12.05,010: Sidewalk installation required: Sidewalks shall be installed along both sides of all new, improved, and reconstructed streets. Projects which repair small portions of or maintain existing street shall not be considered "improvement" for the purpose of this section and shall not trigger the requirements of this section. Sidewalks shall also be installed across the frontage of all newly developed or redeveloped lots where feasible. (7) YMC §12.06.030: Design standards, adjustment of standards: Final design of street improvements is subject to approval by the city engineer. The city engineer, at his discretion, is authorized to adjust these standards as necessary to facilitate the construction of new streets and improvement of existing streets. Projects which repair small portions of or maintain existing streets shall not be considered "improvements" for the purposes of this section. (8) YMC §12.06.080: Street lighting: A street light shall be installed at each street intersection and at mid-block if the block exceeds five hundred feet in length. Street lights shall meet the design and placement standards of the city engineer. Lighting improvements shall become the property of the city of Yakima upon installation and will thereafter be maintained by the city. (9) YMC §14.10.020: Subdivision: "Subdivision" means the division or redivision of land into ten or more lots for the purpose of sale, lease, or transfer of ownership in the present or future except as expressly exempted by this title. Prickly Pear Holdings, LLC 21 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38t1'Ave. to S. 52nd Ave. UGC. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 IN D EX 353 RECEWED JUL 1 d 202E CITY OF YAKIMA PLANNING DIV, (10) YMC §14.25.040(B): Lot Design: All lots within a subdivision shall have direct access to and frontage upon a dedicated public street or be accessed by an easement. Access easements cannot serve more than one lot. Minimum street frontage and/or access easement width shall be at least twenty feet. Lots intended for residential use should not access a principal or minor arterial. (11) YMC i$14.05.200(B): Allowance of bond in lieu of actual construction of improvements prior to approval of short plat or final plat: In cases of subdivision or short subdivision, the request for bond or other method of securing actual construction of required improvements shall be subject to approval by the city engineer and city attorney prior to approval of the final plat by the administrator. The decision to approve or deny the request for the bond or other method of securing actual construction of required improvements by the city engineer and city attorney cannot be appealed. In no case shall the amount of the bond or other method of securing actual construction of required improvements be less than one hundred fifteen percent of the estimated actual cost of the improvements based upon the approved civil engineering design of the required improvements. (12) YMC §14.20.230: Final Plat Recording: All final plats approved by the administrator shall be filed for record immediately, or as soon as possible, by the subdivision applicant in the Yakima County auditor's office. The subdivision applicant shall be responsible for all filing fees. Any final plat filed for record containing a dedication shall be accompanied by a current title report. A copy of the recorded plat shall be provided to the city prior to the issuance of any additional residential building permits. (13) RCW 58 17 280: Naming and numbering of short subdivisions subdivisions streets, lots and blocks: Any city, town or county shall, by ordinance, regulate the procedure whereby short subdivisions, subdivisions, streets, lots and blocks are named and numbered. A lot numbering system and a house address system, however, shall be provided by the municipality for short subdivisions and subdivisions and must be clearly shown on the short plat or final plat at the time of approval. (14) YMC §15.03.020(A): Suburban Residential District (SR): The intent of the suburban residential district is to provide a variety of residential lifestyles with densities generally ranging from one unit per five net residential acres to seven units per net residential acre. The higher density is reviewed and considered to be permitted when a public water system and the regional sewer system are available, or if these utilities are not available, community water and sewer systems may be allowed after review by Prickly Pear Holdings, LLC 22 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`1'Ave. to S. 52"d Ave. 14.a .se PD#001-25; DEV#001-25;PLP#001-25;SEPA#002-25 INDEX 354 1RECEIVED JUL 1 ) 2025 CITY OF YAKIMA PLANNING DIV. Yakima County health district and the city of Yakima. (See YMC Chapter 15.05, Table 5-1.) This district is further intended to: (a) Limit residential density to one unit per five net residential acres in areas where flooding, airport noise, or other environmental constraints make the land unsuitable for residential use at higher densities. Development at a lower density will be reviewed to allow conversion to higher densities once utilities are available or other limiting issues are mitigated; (b) Maintain surface and groundwater quality along with the avoidance of potential health hazards, by limiting residential density to one unit per five net residential acres, in areas where public services will not be provided, and the dwelling units have individual wells and septic tanks. Development at a lower density will be reviewed to allow conversion to higher densities once utilities are available or other limiting issues are mitigated; (c) Provide the opportunity for suburban residential development, up to three dwelling units per net residential acre, in areas with either public water service or a community sewer system; and (d) Allow residential development to seven dwelling units per net residential acre in areas with both public water service and sewer system. This district is characterized by a mixture of land uses and residential densities including small farms, scattered low-density residential development, and clusters of higher-density residential development. The minimum lot size in the district varies according to the suitability of the land for development and the provision of urban level services. See YMC §15.05.030(E). (15) YMC §15.03.020(B): Single-Family Residential District (R-1). The single- family residential district is intended to: (a) Establish new residential neighborhoods for detached single-family dwellings free from other uses except those which are compatible with, and serve the residents of, this district, which may include duplexes and zero lot lines if established during the subdivision process; (b) Preserve existing residential neighborhoods for detached single-family dwellings free from other uses to ensure the preservation of the existing residential character, and serve the residents of this district; and (c) Locate moderate-density residential development, up to seven dwelling units per net residential acre, in areas served by public water and sewer system. Detached single-family dwellings are the primary use in this district. The district is characterized by up to sixty percent lot coverage; access to individual lots by local access Prickly Pear Holdings, LLC 23 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38"'Ave. to S. 52"d Ave. LOC. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 355 RECEIVED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. streets; required front, rear and side yard setbacks; and one- and two-story structures. The density in the district is generally seven dwelling units per net residential acre or less. This zone is intended to afford single-family neighborhoods the highest level of protection from encroachment by potentially incompatible nonresidential land uses or impacts. Nonresidential uses within these zones are not allowed; except for public or quasi-public uses, which will be required to undergo extensive public review and will have all necessary performance or design standards assigned to them as necessary to mitigate potential impacts to adjacent residences. Duplex and multifamily development up to seven dwelling units per net residential acre may be allowed in accordance with Table 4-1. (16) YMC §15.03.020(C): Two-Family Residential District (R-2): The purpose of the two-family residential district is to: (a) Establish and preserve residential neighborhoods for detached single- family dwellings, duplexes and other uses compatible with the intent of this district; and (b) Locate residential development with densities up to twelve dwelling units per net residential acre in areas receiving a full range of public services including public water and sewer service, and police and fire protection. The district is characterized by up to sixty percent lot coverage, access via local access streets and collectors, one- and two-story buildings, some clustering of units, and required front, rear and side yard setbacks. Typical uses in this district are single-family dwellings and duplexes. The density in this district generally ranges from seven to twelve dwelling units per net residential acre. However, development up to eighteen dwelling units per net residential acre may be allowed in accordance with YMC Chapter 15.04, Table 4-1. (17) YMC §15.03.020(D): Multifamily Residential District (R-3): The multifamily residential district is intended to: (a) Establish and preserve high-density residential districts by excluding activities not compatible with residential uses; (b) Locate high-density residential development more than twelve dwelling units per net residential acre in areas receiving the full range of urban services; (c) Locate high-density residential development near neighborhood shopping facilities; and (d) Locate high-density residential development so that traffic generated by the development does not pass through lower-density residential areas. Prickly Pear Holdings, LLC 24 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" ,r P;�� Sorenson Rd. from S. 38��'Ave. to S. 52"d Ave. ��Y " PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX - --1 356 RECEIVED JUL 1 0 2025 (;lTY OF YAKIMA PLANNING DIV. The district contains a variety of attached or clustered multifamily dwellings. (18) YMC §15.03.020(K): General Commercial (GC): The purpose of the general commercial district is to accommodate wholesale and retail activities with some high- density residential development. This district is primarily located near and along the major arterials as designated in the Yakima urban area comprehensive plan. Like the CBD district, a variety of land uses are permitted. However, the intensity of development is intended to be less than in the CBD district. (19) YMC §15.05.020(H): Access Required: All new development shall have a minimum of twenty feet of lot frontage upon a public road or be served by an access easement at least twenty feet in width. The purpose of this standard is to provide for vehicular access to all new development; provided, the construction of single-family and two-family dwellings on existing legally established lots is exempt from the requirements of this section. (20) YMC §15.05.050: Street Right-of-Way Dedication: All new development shall dedicate, where necessary, street right-of-way in conformance with the standards in the county/city subdivision ordinance and the arterial street plan adopted in the Yakima urban area comprehensive plan, except that for application under the jurisdiction of the city of Yakima, YMC Title 12 shall prevail over the provisions of this section to the extent of any conflict between such provisions. (21) YMC 15.05.055: New Development Improvement Standards: All develop- ment within the Yakima urban growth area (UGA) must meet the urban standards of the city of Yakima including the following: (a) Fire apparatus access roads for multiple-family residential developments and one- or two-family residential developments shall be subject to the provisions of Sections D106 and D107, respectively, of Appendix D of the International Fire Code. Additionally, such residential developments shall be subject to the requirements of Section D 105 of Appendix D, International Fire Code, pertaining to aerial fire apparatus roads, as applicable. All provisions of the International Fire Code referenced above are hereby adopted and incorporated herein by this reference, as now existing or as hereafter amended and adopted by the city. Minimum requirements for the primary and secondary access will be at least twenty feet wide, unobstructed, paved lanes. (b) In order to promote safety for emergency access and circulation within and between new developments, cul-de-sac streets (public or private) shall not exceed 600 feet. Prickly Pear Holdings, LLC 25 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52nd Ave. a')Cf. PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX 357 RECEIVED JUL 1 0 2025 t;IIY Of YAKINMA PLANNING DIV.. XIII. City Ordinance Provisions Relating to Planned Developments. City ordinance provisions relative to the Applicant's proposed Planned Development include the following: (1) YMC §15.28.010(A): Purpose: A master planned development overlay (PD) is a comprehensive development plan intended to provide flexibility in design and building placement, promote attractive and efficient environments that incorporate a variety of uses, densities and/or dwelling types, provide for economy of shared services and facilities, and economically utilize the land, resources, and amenities. (2) YMC §15.28.025: Minimum Project Size: The minimum project size for a master planned development shall be two acres. All properties included in the master development plan shall be contiguous with logical outer boundaries. (3) YMC §15.28.050: Development Agreement: An approved master planned development overlay (including conditions and development standards) shall be incorpor- ated into a development agreement as authorized by RCW 36.70B.170. The development agreement shall provide for vesting of such development conditions and standards as are deemed reasonable and necessary to accomplish the goals of the master planned develop- ment. This agreement shall be binding on all property owners within the master planned development and their successors and shall require that development of the subject property be consistent with and implement the provisions of the approved master planned development. The approved development agreement shall be signed by the city manager and all property owners and lienholders within the boundaries of the master planned development overlay and recorded prior to approval and/or issue of any implementing plats or permits. The Applicant has submitted a proposed Development Agreement. (4) YMC §15.28.070(A): Vesting; The master planned development review shall be vested to development regulations, standards, conditions, and laws applicable at the time the development agreement described in YMC 15.28.050 is recorded, inclusive of specific conditions and standards set forth in said development agreement. The vesting period shall be for the time stated in the development agreement associated with each specific master planned development and shall be agreed upon by the parties to the development agreement after giving consideration to the extent and complexity of the proposed development as well as specific development planning considerations raised by the developer. During the stated vesting period the applicant shall be entitled to Prickly Pear Holdings, LLC 26 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`1'Ave. to S. 52"d Ave. DOG. PD#001-25; DEV#001-25;PLP#001-25; SEPA#002-25 INDEX 358 ''ECEIVEID JUL 1 0 2U`L5 L;I I Y uF YAKIMA Pl..A .NG DIV. implement the master planned development in accordance with the terms and conditions of approval described in the development agreement. (5) YMC §15.09.100(H): Private Street Review Requirements: The face of any plat, short plat, master development plan, binding site plan, or condominium document containing a private road, and all subsequent documents transferring ownership of lots within such plat or short plat, shall bear the following language: "The City of Yakima has no responsibility to build, improve, maintain or otherwise service any private road for this plat/short plat. Any right-of-way dedicated to the public by this plat/short plat shall not be opened as a City (or County) street until such time as it is improved to city street standards and accepted as part of the City transportation system." XIV. Proposed Development Standards for this Planned Development. One of the purposes of the Planned Development provisions is to allow flexibility as to develop- ment standards which in this situation have been recommended to include the following: (1) Lot Size. Lot Coverage. Lot Width and Setbacks: The characteristics of the proposed lots for the proposed planned development and preliminary plat are as follows: Detached Attached Single-Family Common-Wall Multifamily Minimum Standard Dwelling Dwelling Development Commercial Lot Size 6,000 sq. ft. 3,500 sq. ft. 6,000 sq. ft. None Lot Coverage 60% 60% 80% 80% Lot Width 50 ft. 35 ft. 50 ft. None Setbacks Consistent with YMC § 15.05.030, Table 5-1 (2) Building Height: While the development agreement only proposed a building height for commercial uses, because the entire development is located within Zone 6 of the ASO, all structure heights will be limited to 35 feet. (3) Access: In accordance with YMC §15.05.020(H), all lots have 20 feet of frontage upon a public street, or are accessed through the private street within the planned development. Prickly Pear Holdings, LLC 27 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" , Sorenson Rd. from S. 38"1 Ave. to S. 52"d Ave. �"b ' PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 INDEX iNciNvA 359 RECEIVED JUL 1fl2025 CITY OF YAKIMA PLANNING DIV. (4) Density: With an overall residential density of approximately 3.81 dwellings per net residential acre (DU/NRA) and a residential density of approximately 4.35 DU/NRA when including Phase 1 and excluding Phases 4 and 5, the proposed planned development and preliminary plat comply with YMC §15.05.030(B) and YMC Table 4-1 of YMC §15.04.030. The net residential density excluding Phase 1 and the commercial lot and streets is calculated per YMC §15.05.030 as follows: • Total project area: 85 acres • Minus streets, rights-of-way, and access easements: 68.94 acres • 263 dwelling units / 68.94 = 3.81 dwelling units per net residential acre The calculation on the Notice of Application was based on including Phase 1 and excluding Phases 4 and 5. Phase 1 itself has a density of 7.66 DU/NRA, slightly exceeding the SR zoning district standard of 7 DU/NRA. YMC §15.05.030(B)(1) requires "that residential densities in new subdivisions, multifamily developments, or planned residential developments are compatible with the existing or planned level of public services and the density of the zoning district." Since Mixed-Use planned developments are not specified under this regulation, the proposed planned development and its multifamily development in Phase 3 are not limited by the standard zoning district-specific density restrictions specified in YMC Title 15. (5) Streets/Dedication of Right-of-Way: Adequate right-of-way shall be dedicated as determined by the Engineering Division. Curb, gutter, sidewalk, and streetlights shall be installed along all frontages. In the residential blocks, all streets will be public rights- of-way except for a gated private street on the western side of Phase 2. (6) Street Improvements: Adequate right-of-way shall be dedicated, and curb, gutter, sidewalk, and streetlights shall be located along all streets. The intersection at South 52nd Avenue and West Washington Avenue shall be widened and signalized. Per the development agreement, the following standards are recommended: (a) A portion of Phase 2 will be served by a gated private street. (b) A block of Phase 2 will be less than 250 feet in length in order to serve up to six lots, two of which could not otherwise be accessed from the other streets. (c) Multiple blocks of Phase 6 will be more than 660 feet in length without a midblock pedestrian way. Instead, a pedestrian pathway will be located in the middle of a 695-foot-long perpendicular block, which will connect the neighbor- hood to the athletic courts and swimming pool located on Phase 4. (7) Wastewater Improvements: Wastewater improvements required in the planned development and the preliminary plat include the following: Prickly Pear Holdings, LLC 28 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38`1'Ave. to S. 52"d Ave. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 360 RECEIVED JUL 1 ?_025 o L►�NG DIV. (a) Sewer shall be extended to the subject plat. (b) A minimum sixteen-foot easement shall be maintained over all public utility lines in accordance with YMC §12.02.010 and YMC §12.02.020. (c) All lots within the subject plat shall be served by a separate side sewer line from a public main in accordance with YMC §12.03.070. (d) Sewer is to be installed per the Yakima Municipal Code. (8) Water Improvements: Water improvements for the planned development and the preliminary plat include the following: (a) The applicant shall extend potable water to the subject plat in accordance with YMC §12.04.010. (b) Water is served by Nob Hill Water Association. (9) Irrigation Water Improvements: The subject parcel is located within the Ahtanum Irrigation District. (10) Easements: Easements are to be established as required by YMC §12.02.010 and YMC §12.02.020. XV. Critical Areas Ordinance (CAO) Review Criteria. The findings relative to the Critical Areas Ordinance review criteria for this proposed planned development and preliminary plat are as follows: (1) The application was subject to Environmental Review, which resulted in a Determination of Nonsignificance (DNS) on June 5, 2025. (2) Consistent with YMC §15.27.031(C)(2), the Administrative Official reviewed the available information pertaining to the proposal and made the determination that "Critical Areas are present, but there is no impact." (3) Per YMC §15.27.309, it has been determined that a Standard Development Permit is required. (4) YMC §15.27.311: Authorization Decisions—Basis for Action: The Applicant meets the following criteria: (a) Impact of the project to critical area features on and abutting property: The impact to critical area features will be minimal as long as the subdivision provides usable building envelopes of at least 5,000 square feet outside the Prickly Pear Holdings, LLC 29 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38''Ave. to S. 52nd Ave. e ¢� PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 UGC. INDEX Pc \ 361 RECEIVED JUL 102025 CITY OF YAKIMA P!AWING DIV. floodplain that crosses lots in Phase 2, and minimum one acre lots that are inundated by the floodplain in Phase 3. (b) Danger to life or property that would likely occur as a result of the project: The floodplain of Spring Creek—Tributary 1 is located on the site, which will be contained on a handful of lots in Phase 2 and the majority of Phase 3. (c) Compatibility of the project to critical area features: Each lot encumbered by the floodplain in Phase 2 will have a building envelope located outside of the floodplain; will be larger than the average lot size in the sub- division; and will allow floodwaters to flow across them in a manner that will avoid the building envelopes where the homes will be located. Each lot encumbered by the floodplain in Phase 3 is at least one acre in size in accordance with YMC §15.05.030(C). Lot 3-31 is a non-buildable lot that will contain both a floodway and a floodplain. (d) Conformance with applicable development standards: All applicable standards of YMC Chapter 15.27 will be met. (e) Compliance with flood hazard mitigation requirements of YMC §15.27.400 through YMC §15.27.436: The development shall comply with the anchoring and the construction standards listed in YMC §15.27.407 and YMC §15.27.408 for structures that will be located within the floodplain. (f) Adequacy of the information provided by the Applicant or available to the division: The application submitted is adequate for review. (g) Available actions: Based upon the project evaluation, the administrative official shall take one of the following actions: (i) Grant the development authorization; (ii) Grant the development authorization with conditions, as provided in YMC §15.27.312, to mitigate impacts to the critical area feature(s); or (iii) Deny the development authorization. (h) Recommended action: It is recommended that the City Council affirm the administrative official's findings and grant this proposed development authori- zation with conditions set forth in this recommendation. XVI. Planned Development Review Criteria. The purpose of YMC Chapter 15.28 is to provide flexibility in design and building placement, promote attractive and efficient Prickly Pear Holdings, LLC 30 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52nd Ave. DC)C. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 iNDEX 362 RECEIvED JUL 1 0 2025 CITY OF YAKIMA PLANNING DIV. environments that incorporate a variety of uses, densities and/or dwelling types, provide for economy of shared services and facilities, and economically utilize the land, resources and amenities. YMC §15.28.040(D) provides that the Hearing Examiner shall review a proposed Planned Development during an open record public hearing to inquire into and determine whether or not the following standards are satisfied and shall issue a • recommendation to the City Council based upon the following considerations and criteria: (1) The master planned development application demonstrates the economic and efficient use of land and provides for an integrated and consistent development plan for the site. The subdivision is efficiently laid out and consists of a private street, three residential phases, and two commercial phases. The commercial phases will be adjacent to SOZO Sports Complex and existing industrial uses. (2) The applicant has identified development standards and uses that are consistent with the master plan and designed in a manner that is compatible with adjacent land uses after consideration of applicable mitigation and site design. The hearing examiner may consider development standards that are different from currently adopted development standards in order to provide flexibility in site planning; to implement project design and concepts; to respond to market conditions; or to otherwise achieve the public benefits contemplated by the concept plan. A portion of Phase 2 will be accessed via a gated private street. Commercial uses include a hotel, two restaurants and an RV park. The development is compatible with adjacent uses because the RV park will separate the other commercial uses from the proposed residential areas. (3) Consideration shall be given to "low impact development" concepts. Resi- dential development will primarily be located outside out of the floodway and floodplain, and those parcels that contain floodplain will meet minimum standards for building envelope or lot size. (4) There will be adequate infrastructure capacity available by the time each phase of development is completed: All lots will be served by City sewer and Nob Hill Water Association water. At full buildout, there will be adequate transportation infrastructure, including additional turn lanes and a new traffic signal at the intersection of South 52°d Avenue and West Washington Avenue. The gated private road provides for an efficient traffic circulation pattern with no dead ends. Prickly Pear Holdings, LLC 31 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. UGC. o. PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX NNA 363 RECEIVED JUL I 0 2025 CITY OF YAKIMA PLANNING DIV. (5) The master planned development contains design, landscaping, parking/traffic management, and use mixture and location that Iimit or mitigate conflicts between the master planned development and adjacent uses. Consideration shall be given to site planning that supports land use flexibility through means of appropriate setbacks, landscaping, sitescreening, buffers, and other design features or techniques. The proposed lot sizes, lot width, and setbacks will allow the dwelling units to be situated in a low- density manner, serving as a buffer from the commercial lots. (6) All potential significant off-site impacts including noise, shading, glare, and traffic have been identified and mitigation incorporated to the extent reasonable and practical. No significant off-site impacts are expected as long as offsite traffic improve- ments recommended by the Transportation Impact Analysis that are within the City limits at the intersection of South 52' Avenue and West Washington Avenue are implemented. (7) The project is designed and includes appropriate consideration of open spaces and transportation corridors, designs of street and public open space amenities, and results _in the functional and visual appearance of one integrated project. The development will be adjacent to the SOZO Sports Complex. In addition, a swimming pool and athletic courts located at the RV park on Phase 4 are connected to the Phase 6 neighborhood via a short pathway. (8) The proposed development is not adverse to the public health, safety, or welfare. The proposal will not adversely affect the environs of the area, nor is it expected to cause any traffic concerns at full buildout as long as the offsite improvements within the City limits recommended in the Transportation Impact Analysis are implemented. (9) The public benefits of approving the master planned development outweigh the effect of modification of standards to the underlying, zoning district. Approval of this planned development will allow for commercial uses, private streets, and modified minimum and maximum street lengths on a number of blocks. Lot sizes, lot width, and setbacks will generally follow the R-1 standards for detached single-family dwellings, the R-2 standards for attached common-wall dwellings, the R-3 standards for multifamily development, and the GC standards for commercial development. (10) The proposed development is designed to be consistent with the provisions of the shoreline master program and critical areas ordinance of the appropriate jurisdiction. Phase 3 is located partially within the floodplain, and construction there will be subject to the requirements of YMC Chapter 15.27. Environmental Review was required due to the requirements for a Master Planned Development Overlay and the determination of the Prickly Pear Holdings, LLC 32 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38'1'Ave. to S. 52"d Ave. ,.,..P, PD#001-25; DEV#001-25; PLP#001-25;SEPA#002-25 E.11C, '''" INDEX A " `� 364 _ CEW ED JUL 1 0 2025 POF GDvLA i Responsible Official to the effect that no probable significant adverse environmental impacts will likely result from the proposal became final without any appeals. XVII. Preliminary Plat Review Criteria. YMC §14.20.100 provides that the Hearing Examiner shall review a proposed Preliminary Plat during an open record public hearing to inquire into and determine whether or not the following standards are satisfied: (1) Public health, safety, welfare: This proposal involves the development of approximately 85 acres in a manner that is consistent with the Comprehensive Plan designations of Low Density Residential, Mixed Residential and Commercial Mixed-Use and is consistent with the Suburban Residential (SR), Single-Family Residential (R-1), Two-Family Residential (R-2), Multifamily Residential (R-3) and General Commercial (GC) zoning. It is estimated that the development may take up to ten years to complete. It will complement adjacent uses and will promote the public health, safety and general welfare insofar as there is a need in this community for additional housing and insofar as this proposed preliminary plat would be required to comply with all applicable City development standards, and all conditions of approval specified by the City Council. It will also serve the public health, safety and welfare by being consistent with the many Comprehensive Plan Goals and Policies that have been adopted to guide the growth within the City, including the following: (a) Goal 2.2: Provide a mix of land use designations consistent with the community's vision. (b) Policy 2.2.4(A): Purpose: This designation provides for areas with a mixture of housing types and densities. (c) Policy 2.2.4(B): Locational criteria: Intended for areas now character- ized by, and/or appropriate for, a mixture of housing types with a close proximity to commercial services, transit access, and/or parks and other public recreational amenities. This designation often creates a transition from commercial and mixed- use areas to low density residential areas. (d) Policy 2.2.4(C): Principal uses & density: A mixture of single-family, duplex, and multifamily dwelling units. The permitted maximum density is up to or above 13 net dwelling units per acre, depending on the underlying zoning district and neighborhood context. For developments electing to conform to site and building design standards promoting pedestrian-oriented development, density is primarily limited by allowable building height, integration of required parking, Prickly Pear Holdings, LLC 33 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38'1'Ave. to S. 52nd Ave. DOC. PD#001-25; DEV#001-25;PLP#001-25;SEPA#002-25 INDEX 365 RECEIVED JUL1 ® 2025 CITY OF YAKIII/9A PLANNING DIV. market conditions, and conformance with applicable site and building design provisions. Specifying the maximum number of dwelling units in one building may be appropriate in some areas to ensure compatibility and to limit building massing and density. (e) Goal 2.3: Preserve and enhance the quality, character, and function of Yakima's residential neighborhoods. (f) Policy 2.3.1: Provide for a wide variety of housing types within the city to meet the full range of housing needs for Yakima's evolving population. (g) Policy 2.3.1(B): Standard single family. Continue to allow for detached single family dwellings in residential districts. (h) Policy 2.3.1(E): Duplexes. Continue to allow duplexes in appropriate residential zones, provided density standards are met. Consider incorporating design standards that emphasize a pedestrian-oriented design and the inclusion of usable open space. (i) Policy 2.3.3: Create walkable residential neighborhoods with safe streets and good connections to schools, parks, transit, and commercial services. (j) Policy 2.3.6: Allow some compatible nonresidential uses in residential zones, such as appropriately scaled schools, churches, parks and other public/community facilities, home occupations, day care centers, and other uses that provide places for people to gather. Maintain standards in the zoning code for locating and designing these uses in a manner that respects the character and scale of the neighborhood. (k) Goal 2.5: Arterial corridors and mixed-use centers. Enhance the character, function, and economic vitality of Yakima's arterial corridors and mixed-use centers. (1) Policy 2.5.1: Allow for a mixture of compatible land uses along corridors and within mixed-use designated areas. This includes the integration of multi-family residential and office uses with retail and service commercial uses. Provide zoning and design standards to maintain compatibility between different uses and zones. (m) Goal 4.8: Support programs, projects, and development efforts that enhance the job market and promote community pride. (n) Goal 5.1: Encourage diverse and affordable housing choices. (o) Policy 5.1.2: Promote the preservation, improvement, and development of single family homes in Yakima. Prickly Pear Holdings, LLC 34 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38th Ave. to S. 52' Ave. DO . PD#001-25;DEV#001-25; PLP#001-25;SEPA#002-25 INDEX #s N INA 366 ECEVED JUL 1 0 2025 i IV OF YAKIMA PLANNING DIV, (p) Goal 5.4: Encourage design, construction, and maintenance of high quality housing. (q) Policy 5.4.2: Use transitional densities, design and landscape standards to ensure housing is compatible with existing character and planned goals. (2) Open spaces: The proposed plat provides for large lots that may provide private open spaces throughout the residential blocks, along with a pedestrian path connecting residential Phase 6 to Phase 4, which contains athletic courts and a swimming pool. (3) Drainage systems: Drainage system facilities will be provided in accordance with state and local regulations including the City of Yakima Municipal Code and the Eastern Washington Storm Water Manual. (4) Streets, alleys, and other public ways: The subject property has frontage upon Sorenson Road, South 38`h Avenue and South 52nd Avenue. Public streets and a private road will provide adequate access to all lots. Even though two people testified at the hearing as to a need to widen and improve South 52"d Avenue, it was pointed out by the Applicant's representative that there were numerous meetings regarding this proposal without any request from the County for improvements to South 52"d Avenue and that the requisite nexus would limit any requirement of that type to the Applicant's minimal proportionate share of the traffic that will be utilizing the road. It is likely that some form of County funding will be required for the costly undertaking of widening that street and improving it with curbs, gutters and sidewalks. It was not found to be appropriate to impose that cost on this development under the nexus and proportionality requirements related to the imposition of offsite improvements. The 136-page Transportation Impact Analysis (TIA) prepared by Kittleson & Associates recommended that this development be responsible for offsite improvements to the intersection of South 52nd Avenue and West Washington Avenue prior to the estimated 10 years that will be required to achieve full buildout of the Champions Park Master Plan. The recommended improvements are to widen the northbound approach in order to include separate northbound left-turn and right-turn lanes and to signalize the intersection. The TIA did not recommend that this development be responsible for otherwise widening and improving South 52"d Avenue with curbs, gutters and sidewalks, and this record lacks sufficient evidence of the estimated cost and requisite nexus and proportionality to make such a recommendation. (5) Water supplies: Public water is required to be used for domestic and fire flow purposes, and water is available to the site from Nob Hill Water Association. Prickly Pear Holdings, LLC 35 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" ��r, Sorenson Rd. from S. 38"'Ave. to S. 52nd Ave. "'' `.�,p PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX # Pc P\-\ 367 RECEIVED JUL1 0 2025 CITY (IF YAKIMA PLANNING DIM (6) Sanitary waste disposal: A City of Yakima sewer main capable of serving the development shall be extended in order to serve all of the lots. The access for the lift station on the southwest corner of one of the lots shall be maintained. (7) Parks and playgrounds: Open space, parks, recreation and playgrounds are located adjacent to this subdivision at the SOZO Sports Complex. Residents will also have access to the swimming pool and athletic courts located at the new RV park. (8) Sites for schools: Wide Hollow Elementary School is located approximately 2.7 miles from this subdivision, West Valley Junior High School is located approximately 2.2 miles away, and West Valley High School is located approximately 3.2 miles away. (9) Sidewalks: Curb, gutter, and sidewalks are proposed to be provided along both sides of the streets that serve the development. (10) Public Transit: Yakima Transit Routes 2 and 5 are located approximately 1.2 miles from this subdivision, and Routes 7 and 9 are located approximately 1.5 miles away. (11) Serves the public interest and use: This proposed five-phase mixed-use master planned subdivision is consistent with neighboring land uses and better serves the needs of the City of Yakima than the undeveloped status of the property. (12) Time Limitation: Upon preliminary plat approval, the Applicant has five years from the date of preliminary approval to submit the final plat. At least 30 days prior to the expiration of preliminary approval, the Applicant may submit to the City Council a written request asking to extend the approval period for a maximum period of one year (YMC §14.20.160). Before the final plat can be recorded, all required infrastructure must be engineered, completed and inspected or engineered and financially secured and receive final plat approval from the Community Development Department. XVIII. Consistency Analysis under Subsection 16.06.020(B) of the Yakima Municipal Code. The following analysis involves the consistency of the Planned Development and Preliminary Plat with applicable development regulations, or in the absence of applicable regulations, the adopted Comprehensive Plan as mandated by the State Growth Management Act and the Yakima Municipal Code: Prickly Pear Holdings, LLC 36 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" O; Sorenson Rd. from S. 38t�'Ave. to S. 52°d Ave. `°` " PD#001-25;DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 368 RECEIVED JULI 0 202S CITY OF YAKIMA PLANNING DIV. (1) The types of land uses contemplated by the proposal (a planned development and preliminary plat) are permitted on this site so long as they comply with the conditions imposed by the Yakima City Council. (2) The level of development, based on the proposed residential density of the development, will not exceed the allowable level of development. (3) The availability and adequacy of infrastructure and public facilities is not an issue because the additional infrastructure that will be provided at the Applicant's expense will insure that adequate infrastructure and public facilities will be available for the proposed Planned Development and Preliminary Plat. (4) The character of the proposal, such as the proposal's consistency with applicable development standards of the City's Urban Area Zoning Ordinance, primarily involves compliance with the Planned Development Agreement and with the conditions of Preliminary Plat approval imposed by the City Council. CONCLUSIONS Based upon the foregoing Findings, the Hearing Examiner reaches the following Conclusions: (1) The Hearing Examiner has jurisdiction to recommend to the Yakima City Council the approval of the proposed Planned Development and Preliminary Plat described in the narrative and depicted on the site plan received by the City on February 20, 2025, pursuant to YMC §1.43.080, YMC §15.28.040 of the zoning ordinance and YMC §14.20.100 of the subdivision ordinance. (2) A SEPA Determination of Nonsignificance (DNS) was issued for this Planned Development and Preliminary Plat on June 5, 2025, and became final without an appeal. (3) Although testimony at the hearing expressed a need for improvements to South 52nd Avenue, this record does not contain an estimate of the cost thereof or the percentage of traffic that will be attributable to this proposal upon which to base a requisite proportional obligation for said cost or to otherwise support a finding of the requisite nexus for imposition of responsibility for any offsite improvements to that street in Prickly Pear Holdings, LLC 37 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" �•4. Sorenson Rd. from S. 38`1'Ave. to S. 52nd Ave. `"d � PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX 369 RECEIVED JUL 1 0 202S CITY OF YAKIMA PLANNING DIV. addition to the required improvements at the intersection of South 52"d Avenue and West Washington Avenue. (4) Although some concerns were expressed, no testimony or written comments were submitted that requested denial of the proposed Planned Development or the Preliminary Plat. (5) The proposed Planned Development to be developed in accordance with the Champions Park Master Plan satisfies all of the considerations and criteria for its approval set forth in YMC §15.28.040(D). (6) The proposed Preliminary "Plat of Champions Park Phases 2-6," developed with the Planned Development's inclusion of some Type (2) uses and some adjustments to development standards subject to the conditions detailed below, satisfies the criteria for its approval set forth in YMC §14.20.100 and RCW 58.17.110 because it is in compliance with the City's Comprehensive Plan, zoning ordinance and subdivision ordinance; it makes appropriate provisions for the public health, safety and general welfare and for open spaces, drainage ways, streets, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds and sidewalks; it will serve the public use and interest; and, according to the weight of the evidence presented at the hearing, it does not require specific provisions to be made for the other requisite plat considerations such as additional schools, additional schoolgrounds or additional planning features that assure safe walking conditions for students who walk to and from school. (7) This proposed Planned Development and Preliminary Plat are in compliance with all of the consistency requirements of YMC §16.06.020(B). RECOMMENDATION The Hearing Examiner recommends to the Yakima City Council that the proposed Planned Development and Preliminary Plat located on Sorenson Road between South 38th Avenue and South 52nd Avenue named the "Plat of Champions Park Phases 2-6" as depicted on the site plan and described in the narrative received by the City on February 20, 2025, and as further described in the staff report, in this recommendation and in the Prickly Pear Holdings, LLC 38 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" DC, Sorenson Rd. from S. 38'11 Ave. to S. 52"d Ave. INDEX PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 # '1 370 ENVE JUL 1 0 202' 'l:�lY OF YAKIMA PLANNtC'1G DIV. documents which are assigned file numbers PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25 and CAO#001-25 be APPROVED, subject to compliance with the following conditions: (A) Right-of-way shall be dedicated as displayed on the plat, or as otherwise determined by the Engineering Division; (B) New public and private streets shall meet the standards of residential streets found under YMC §12.06.020 and YMC §12.06.090; (C) Curb, gutter, and sidewalk shall be installed on both sides of the streets, along with street lighting; (D) Prior to approval of the final plat, all required improvements shall be constructed or financially secured according to the standards and requirements of the City Engineer and YMC Title 12; except for those improvements to the intersection of South 52"d Avenue and West Washington Avenue listed in the following Condition E; (E) Prior to the Sorenson Road intersection with South 52"d Avenue being open for public use, the following improvements shall be completed and operational: (i) The intersection at South 52"d Avenue and West Washington Avenue shall be signalized and have its northbound approach widened to include separate northbound left-turn and right-turn lanes; and (ii) The intersection at South 52"d Avenue along Phase 3 shall be improved with a stop sign; (F) All lots shall be served with public water from the Nob Hill Water Association and with public sewer from the City of Yakima. Prior to final plat approval, written verification must be submitted to the Planning Division indicating that all sewer and water extensions have been completed and inspected or financially secured; (G) An eight-foot wide public utility easement shall be dedicated along the front of each lot; (H) An excavation and street break permit shall be obtained for all work within the public right-of-way. Roads less than five years old can be cut, but will cost 150 percent of the restoration fee with no PCI discount; (I) All frontage improvements shall be completed or bonded for prior to long plat approval. Civil engineering plans for public improvements shall be approved prior to bonding for public improvements; Prickly Pear Holdings, LLC 39 Planned Development/Preliminary Plat ��, Named"Plat of Champions Park Phases 2-6" E°� �"' Sorenson Rd. from S. 38th Ave. to S. 52"d Ave. INDEX PD#001-25;DEV#001-25; PLP#001-25;SEPA#002-25 371 RECEIVED JUL 0 2UZ5 MY OF YAKiivip, PI Pe.t ING DIV, (J) At the discretion of the City Engineer, the owner may bond for required frontage improvements or enter into a deferral agreement for future participation in the cost of any frontage and/or roadway improvement of a Local Improvement District (LID) which is constructed abutting the owner's property. The bond or deferral agreement shall be executed and recorded prior to or as part of approval of the plat; (K) This plat shall be subject to the following notes, which must be placed on the face of the plat: (i) The addresses shown on this plat are accurate as of the date of recording, but may be subject to change. The City of Yakima Building Codes Division is responsible for the confirmation or reassignment of addresses at the time of building permit issuance; (ii) The owners shown hereon, their grantees and assignees in interest hereby covenant and agree to retain all surface water generated within the plat on- site; (iii) The City of Yakima has no responsibility to build, improve, maintain or otherwise service any private road for this plat. Any right-of-way dedicated to the public by this plat shall not be opened as a City (or County) street until such time as it is improved to City street standards and accepted as part of the City transportation system; and (iv) This subdivision is subject to the specific Master Planned Development Overlay of PD#001-25 as approved by the Yakima City Council on 2025 under Resolution No. , and recorded under Auditor's File Number which controls the development and usage of this property within this recorded plat. All development shall comply with the following minimum standards: Lot Size Lot Coverage Lot Width Single-Family, Detached: 6,000 sq. ft. 60% 50 ft. Single-Family, Common Wall: 3,500 sq. ft. 60% 35 ft. Multifamily: 6,000 sq. ft. 80% 50 ft. Commercial: None 80% None Setbacks: Consistent with YMC §15.05.030, Table 5-1; (L) Irrigation approval is required, and shall be shown on the face of the final plat; (M) A current title report covering the subject property must accompany the final long plat; Prickly Pear Holdings, LLC 40 Planned Development/Preliminary Plat Named"Plat of Champions Park Phases 2-6" Sorenson Rd. from S. 38t1'Ave. to S. 52nd Ave. DOC, PD#001-25; DEV#001-25; PLP#001-25; SEPA#002-25 INDEX # Psp0 372 RECEIVED JUL 1 0 2025 Cll Ui` YAKIiuiJ� PLANNING DIV. (N) The Applicant and City of Yakima shall enter into a Development Agreement codifying all development standards and conditions of approval prior to final plat approval to be finalized and recorded in accordance with RCW 36.70B and all other laws applicable to development agreements; (0) Upon preliminary plat approval, the applicant has five years to submit the final plat unless thereafter, at least 30 days prior to the expiration of said approval, the Applicant submits to the City Council a written request asking to extend the approval period for a maximum period of one year; (P) Prior to the issuance of any permits, the Applicant shall conduct a professional archaeological survey of the project area, with copies of the survey provided to the Washington State Department of Archaeology and Historic Preservation (DAHP) and to the City Planning Division; (Q) The Applicant shall complete and submit a Critical Area and Floodplain report prior to the issuance of building permits for structures within the floodway or floodplain; (R) Prior to the issuance of any permits, a Large Project Stormwater Permit shall be obtained from the Surface Water Engineer; (S) Prior to the issuance of any permits, an NPDES Construction Stormwater General Permit shall be obtained from the Department of Ecology; (T) Prior to the issuance of any permits for each phase of the development, the Applicant shall file FAA Form 7460-1, with a copy of the FAA's response provided to the City Planning Division; (U) An aviation easement and deed declaration, which recognizes the preexistence of the airport and the right of over flight, shall be recorded for all uses within the approach and transitional surfaces of the conical surface area; (V) In accordance with YMC §14.20.230, the City shall not issue any building permits until a copy of the final recorded plat is submitted to the City Planning Division; and (W) All other requirements of the zoning and subdivision ordinance, although not specifically set forth herein, shall be complied with in their entirety. DATED this 10th day of July, 2025. /21-4.-v-4r+�l Gary M.M. Ci illier, Hearing Examiner Prickly Pear Holdings, LLC 41 Planned Development/Preliminary Plat Named "Plat of Champions Park Phases 2-6" , ,� Sorenson Rd. from S. 38''Ave. to S. 52nd Ave. ' ' PD#001-25;DEV#001-25; PLP#001-25;SEPA#002-25 INDEX1\� 373 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER A Staff Report DOG NT INDEX# .. - lk ATM A-1 . Staff Report 06/26/2025 A-2 TCO Results 06/26/2025 A-3 Response to Comments from 06/24/2025 06/26/2025 374 F 4 i 1 COMMUNITY DEVELOPMENT DEPARTMENT Bill Preston,P.E.,Director Trevor Martin,AICP,Manager ;I.j Planning Division ' " +i' ;' 129 North Second Street,2nd Floor,Yakima, Washington 98901 a, r,.f'`FURATY.11 '"sue Phone(509)575-6183 • Fax(509)575-6105 • Email: ask.planning@yakimawa.gov June 26, 2025 Re: Response to comments for PD#001-25 received on June 24, 2025 A staff recommendation was finalized on June 24, 2025 for a public hearing on June 26, 2025 for a Planned Development and Preliminary Long Plat, proposed for the vicinity of Sorenson Rd. between S. 38th Ave. and S. 52nd Ave. Three main questions from the applicant were received in response to the staff recommendation, listed below with responses. The findings in the staff report state S. 52nd and Washington needs to be improved prior to Sorenson Rd. fully connecting via Phase 3, however, Sorenson Rd. would not be fully connected until the construction of Phase 6 unless it was constructed along with another phase. Can the findings be revised to just say prior to Sorenson Rd. being fully constructed so that it isn't tied to any phase? That way if it was built as part of Phase 4 or 5 it would also have, the signal would also have to be constructed. Staff Response: As additional street names for the development have not yet been proposed, the intent of referencing Phase 3 was simply to explain how it connects to S. 52nd Ave., not to make any assumptions about how the order of phases will be implemented. I would also request that 9-month prior portion also be removed or revised. Because we only have a 7-8 month construction period for this type of construction, it would essentially require it to be a complete separate construction project 1 year ahead of Phase 6. This would not be efficient for the developer, and it would make sense that it be constructed along with the Sorenson Rd. construction. Can it just say that the signal shall be constructed at the same time as Sorenson Rd., and the construction must be completed prior to the opening of the Sorenson Rd. connection? If[Sorenson] was constructed as part of Phase 6, that phase will take a lot longer to[complete] Staff Response: Community Development Director Bill Preston asked that the 9 months be included because it is taking that long to get signal poles. The idea was that the signal be completed at the same time the connection to 52nd is made. The fear is that the connection will be made and there will still an extended delay in getting the signal operational. If there are ideas on how to accomplish that, staff is willing to consider other language. I also do not see a condition that we have to construct a signal at 38th and Ahtanum. Staff Response: Ahtanum Rd. is outside city limits, which is why that signal noted in the Transportation Impact Analysis was not listed as a condition. CyzotA Eric Crowell Senior Planner Num DOC. INDEX 2015 1994 375 ► ... ."'` COMMUNITY DEVELOPMENT DEPARTMENT .34 • . - 1 'y,¢ Bill Preston,P.E.,Director ~ a s Trevor Martin,AICP,Manager ':'• ,► Planning Division V' NNW:. :` 129 North Second Street,2nd Floor,Yakima, Washington 98901 t',; 1."YclJ11 Phone(509)575-6183 • Fax(509)575-6105 • Email:ask.planning@yakimawa.gov June 26, 2025 Re: Transportation Concurrency Results for PD#001-25 A staff recommendation was finalized on June 24, 2025 for a public hearing on June 26, 2025 for a Planned Development and Preliminary Long Plat, proposed for the vicinity of Sorenson Rd. between S. 38th Ave. and S. 52nd Ave., however at the time the Transportation Concurrency application (TCO#004-25) had not yet been completed. Based upon the results of TCO#004-25, Section III (B) of the staff report should be replaced with the following: The applicant applied for Transportation Concurrency (TCO#004-25) on February 20, 2025, and was approved for Concurrency on June 24, 2025. The development will not exceed the PM peak hour capacity of the city arterial system and reserve capacity exists on all impacted arterial streets. A Traffic Impact Analysis was also submitted, whose recommendations include the installation of a traffic signal at the intersection of S. 52nd Ave. and W. Washington Ave. 8,2ic... X. C.„2,01.deg Eric Crowell Senior Planner Yakima DOC. 2013 INDEX 1994 # ,- 376 Z t=,V' ' 4,i COMMUNITY DEVELOPMENT DEPARTMENT A.. '�'�•, Bill Preston,P.E.,Director i , 411Fm'►. # ' 1 Trevor Martin,AICP,Manager s ,,U •� Planning Division ''' ' �'� 129 North Second Street,2nd Floor, Yakima, Washington 98901 �� '.r;°A�,t�Yr,t, •` " Phone (509) 575-6183 • Fax (509) 575-6105 • Email:ask.planning@yakimawa.gov CITY OF YAKIMA PLANNING DIVISION'S FINDINGS of FACT, CONCLUSIONS, & RECOMMENDATION for REQUEST FOR PLANNED DEVELOPMENT, PRELIMINARY LONG PLAT, ENVIRONMENTAL REVIEW AND CRITICAL AREAS REVIEW File Numbers: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, & CAO#001-25 APPLICANT: HLA Engineering & Land Surveying, Inc. c/o Joseph Calhoun APPLICANT ADDRESS: 2803 River Rd., Yakima, WA 98902 PROJECT LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave. & S. 52nd Ave. TAX PARCEL NUMBER: 181203-22005, 181203-22007, 181203-22008, 181204- 11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 DATE OF REQUEST: February 20, 2025 DATE OF RECOMMENDATION: June 26, 2025 STAFF CONTACT: Eric Crowell, Senior Planner I. DESCRIPTION OF REQUEST: The Plat of Champions Park Phases 2 —6 is a mixed-use master planned development in the SR, R-1, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/ restaurant, 2 QSRs, hotel (110 rooms), and green space. II. SUMMARY OF DECISION: The Administrative Official recommends approval of the Planned Development and Preliminary Plat, subject to conditions. III. FACTS: A. Processing 1. The applications for a Planned Development, Type (2) Review, and SEPA Environmental Review were received on February 20, 2025. 2. The applications were deemed complete for processing on April 3, 2025. ,�kima DOCa INDEX 'lull 2015 1994 ___J .a -__..-. 377 3. The applications are being processed under YMC Ch. 14.20 for Subdivision, YMC Ch. 15.28 for Master Planned Development Overlay, and YMC Ch. 15.14 for Type (2) Review, YMC Ch. 15.27 for Critical Areas, and YMC Ch. 6.88 for SEPA Environmental Review. 4. Pursuant to YMC Ch. 1.43, the Hearing Examiner has the authority to make a recommendation on matters prescribed by YMC Title 15. 5. Public Notice: In accordance with YMC Title 14, Subdivision Ordinance; YMC Title 15, Urban Area Zoning Ordinance; and YMC Title 16, Development Permit Regulations, notice was provided for this application as follows: a. The subject property was posted with a land use action sign on April 2, 2025. b. A Notice of Application and Environmental Review was sent to the applicant, SEPA agencies, and adjoining property owners within 300 feet of the subject property on April 7, 2025. c. The 14-day public comment period for SEPA ended on April 21, 2025, and four public comments were received. d. A Notice of DNS and Public Hearing was sent to the applicant, SEPA agencies, and adjoining property owners within 300 feet of the subject property on June 5, 2025. e. A legal notice was published in the Yakima Herald-Republic on June 5, 2025. 6. Environmental Review: This application was required to undergo State Environmental Policy Act (SEPA) review due to the requirements of a Planned Development. A Determination of Non-Significance (DNS) was issued on June 5, 2025, and was not appealed. B. Transportation Concurrency: The applicant applied for Transportation Concurrency (TCO#004-25) on February 20, 2025. A Traffic Impact Analysis was also submitted, whose recommendations include the installation of a traffic signal at the intersection of S. 52nd Ave. and W. Washington Ave. C. Current Zoning and Land Use: 1. The subject property is approximately 85 acres, is zoned Suburban Residential (SR), Single-Family Residential (R-1), Two-Family Residential (R-2), Multifamily Residential (R-3), and General Commercial (GC), and is currently vacant aside from a few single-family homes. 2. The surrounding properties contain uses and zoning as follows: Direction Zoning Land Use North SR, GC, M-1 Residential, Parks South R-1, R-2 i Residential Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" DOC. PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 I N D EX 2 # 378 East M-1 Industrial West SR, R-1 J Residential D. Planned Development—Written Narrative Pursuant to YMC § 15.28.030, the applicant provided the following statements in the Planned Development application: 1. What land uses are proposed? The Champions Park Mixed Use Planned Development proposed land uses will consist of low density residential, multi-family residential, and general commercial uses. The project consists of 5 current phases located on approximately 85 acres of land. The Master Planned Development includes the following Phases and Uses: • Phase 2: 64 total lots across 27.46 acres. This phase will include 60 single-family home lots and 4 common-wall lots. • Phase 3: 42 total lots across 8.65 acres. This phase will include 1 single- family home lot, 25 multifamily dwellings (50 units) across 4-lots. and 36 common-wall lots, including non buildable lot that includes mapped floodplain and floodway. • Phase 4: 15.23-acre RV Park with recreation area. This includes 71 RV stalls, a 10,200 square-foot office/store, and a 3,625 square-foot clubhouse with pool, tennis courts, basketball courts and open space. • Phase 5: There are approximately 6.99 acres of commercial development space proposed for the following uses and site configuration: o Tap house/restaurant area - 7,520 s.f. o Patio area - 1,400 s.f. o Greenspace/yard area - approximately 45,737 s.f o Quick Service Restaurant(QSR)- 2,510 s.f o 110-room hotel with associated parking, landscaping, and greenspace A conceptual layout of the commercial area is provided on the site plan which shows parking/drive aisles, building location(s) and possible uses. It is anticipated that the final determination on land use(s) and site layout will be authorized through the Type 1 Review process. Potential uses include Class 1 permitted uses in the GC Zone per YMC§ 15.04.030, Table 4-1. • Phase 6: 112 single-family home lots across 29.60 acres. • Total residential use across Phases 2, 3 and 6: 218 lots, 263 dwelling units. DOC. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 3 379 For the purpose of analyzing the overall development in the area, we want to reference Champions Park Phase 1, approved on March 19, 2024 by Resolution R-2024-051. This Phase includes 47 single-family lots and 46 common-wall lots (City File PLP#002-23}. The Final Plat was recorded on December 11, 2024 (City File FLP#004-24). Since this phase is completed, it is not part of the current 5 remaining phases or included in the Development Agreement. However, analysis of the total project considerations for overall traffic generation, utility extension, etc. included and will reference Phase 1. 2. Will the land be subdivided? If so, what type of subdivision? (Long Plat, Short Plat, Binding Site Plan, etc.) Proposed long-plat subdivisions will occur over several phases and includes approximately 85 acres for a combination of single-family, common wall, and multi-family dwelling units. The subdivisions will create 218 lots and propose 263 dwelling units. 3. How does the proposed Planned Development allow flexibility in development standards and permitted uses while ensuring compatibility with neighboring uses? Underlying land zoning includes a combination of SR, R-1, R-2, R-3 and GC. The proposed Planned Development is intended to allow for commercial development which would otherwise not be allowed in the residential zoning districts. The residential development will conform to residential development standards, including building height, density, lot coverage, setbacks of the underlying zone. Density range for the residential development is approximately 4 dwelling units/acre. The proposed commercial development and RV park will complement surrounding uses and provide additional services that support the SOZO Sports Complex, airport to the northeast, and the proposed residential development to the west. The proposed commercial development will meet all development standards associated with the type of development, including parking, setbacks, lot coverage, landscaping, and appropriate site screening and buffers where required. 4. Describe how the proposed Planned Development facilitates the efficient use of the land. Over 85 acres of the proposed development will be a mixture of residential and multi-family construction providing approximately 218 lots and 264 dwelling units. Proposed are 173 single-family lots, 40 common wall lots, and 4 multi-family lots containing 25 duplex units (50 total units). One final lot is proposed that encompasses non-buildable floodway/floodplain area in Phase 3. All but one road servicing the residential subdivisions will be public, and all streets will be DOC. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 4 Pvl 380 built to city standards with corresponding curb, gutter, sidewalk, and streetlights. Lot sizes range from 3,561 SF to 65,778 SF. Approximately 6.5 acres are in the flood plain, with 25 duplexes planned on four large parcels to efficiently maximize the use of these parcels and meet flood plain lot size requirements of YMC Ch. 15.27. There is a connecting road proposed over the mapped floodway area, but otherwise, construction is limited in the floodplain. Road and utility construction within the mapped floodway/floodplain will adhere to applicable Critical Areas Ordinance standards found in YMC Ch. 15.27. Approximately 22 acres are devoted to commercial uses that enhance and support the surrounding uses in the area by providing services and amenities. A private access road will be constructed to serve the RV Park, and on-site parking lots will be constructed for the commercial development properties. 5. Describe how the proposed Planned Development increases economic feasibility (i.e., fostering efficient arrangement of land use, buildings, transportation systems, open space and utilities). The proposed layout is such that the commercial development is located closest to existing commercial and recreational uses in the area, and the residential development will act as infill to other residential development in the area. Zoning to the north of the proposed commercial development is Light Industrial(M-1 ), and to the west is Multifamily Residential(R-3). Property to the east of the proposed commercial area is outside of city limits and is a combination of Industrial and Single Family Residential. Property to the south is also outside city limits and is zoned Single-Family Residential. Public infrastructure will be extended throughout the site including water, sewer, streets, streetlights, and sidewalks. Access points for the development will be on Ahtanum, a minor arterial county road; S 52nd Ave, a collector arterial county road; Sorenson Road, a city local access road; and S 38th Ave, a city local access road. A traffic study was conducted to review potential impacts to adjacent intersections. This development will bring utilities into areas that are not currently served. The residential development will provide much needed housing for the city and the commercial development will support and complement surrounding uses. 6. How does the proposed Planned Development preserve or enhance natural amenities, features, shorelines and critical areas in the development of the site? The proposed Master Planned Development will preserve the character of the adjoining neighborhoods while the commercial development will complement the surrounding uses by providing much needed services to the area. DOC. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" ����% PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 ✓I 5 381 Portions of the property contain mapped floodplain and floodway. A north-south roadway is proposed over a portion of the floodplain and floodway on parcel 181334-33401 . The roadway will be constructed in accordance with YMC 15.27.411 (H). Proposed new lots with the floodplain are consistent with the subdivision standards in YMC 15.27.321 (8) and 15.05.030(C) - lots are a minimum of 1-acre or contain at least a 5,000 square-foot buildable area outside the floodplain. 7. Identify environmental impacts and appropriate mitigation measures. SEPA review has been completed on Phase 1 and a DNS was issued on December 13, 2023. SEPA review has not been completed on the remaining property at this time but will be conducted concurrently with the MPD and Subdivision. Significant environmental impacts are not expected. The development is occurring on flat, vacant agricultural land. The development proposed in the floodplain and floodway will meet all development standards required by the Yakima Municipal Code including employing engineering practices to keep floodwaters from being diverted from the floodplain or increasing flooding impacts on surrounding properties. 8. How does the proposed Planned Development encourage environmentally sustainable development? The project utilizes "low-impact development"concepts via stormwater management and land use development strategies that emphasize conservation and use of existing natural site features integrated with disturbed, small-scale stormwater controls that mimic natural hydrologic patterns in residential settings. Storm water will be retained on-site, and drainage and infiltration facilities provided. The proposal accommodates population growth, and density proposals are consistent with the municipal code and the city's 2040 comprehensive plan. Open space is included in the proposal and the design facilitates accommodation of floodwaters and stormwater. 9. What services and facilities are available to serve the property?Are those services adequate? Sewer and water will be extended throughout the site to serve the development. Fire hydrants will be located throughout to serve the community. Wide Hollow Elementary School, West Valley Middle School and West Valley High School would serve the needs of the development. There are several parks within 2 miles of the site including Randall and Kissel Park, and the SOZO sports complex located north of Sorenson Road. Transit lines are available approximately two miles away from the site. 10. Will the proposed development promote economic development, job creation, diversification or affordable housing? DOC. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2—6" 1 N D E PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 6 382 The mixed-use development will provide construction jobs as well as long term service industry jobs. The proposed housing is a mix of single-family, common wall, and multi-family structures, providing varied housing opportunities that are much needed. 11. How does the proposed development create vibrant mixed-use neighborhoods, with a balance of housing, commercial, and recreational facilities? The mixed-use development creates a balance of housing, commercial and recreational facilities. The development incorporates open space amenities such as a pool, basketball and pickleball courts, an RV park, and commercial services which further support the residential development, such as restaurants and a hotel. Housing is mixed with common wall structures and single-family residences including a small, gated community within the development which provides for larger lots. 12. How is the proposal consistent with goals, policies, and objectives of the Yakima Urban Area Comprehensive Plan? This project will help the city reach the goals of the Comprehensive Plan 2040 and Housing Action Plan by providing much needed housing by creating 263 additional dwelling units which will help the city achieve its annual target of approximately 295 dwelling units per year. This mixed-use development proposal is consistent with several of the comp plans goals and policies, including: Goal 2.2 Provide a mix of land use designations consistent with the community's vision. Policy 2.2.4. Commercial Mixed-Use: A. Purpose: This designation promotes the greater integration of mixed uses that offer greater development choices to property owners, increased housing options, strengthened commercial retail areas, and lively pedestrian-oriented development. B. Locational criteria: Existing and planned commercial centers (except for the CBD) and primary arterial corridors. C. Principal uses & density:A wide range of retail and general service uses plus residential uses on upper floors on key retail-focused streets and single purpose residential on other streets. This includes a mixture of apartments, townhouses, and assisted living facilities. New residential uses should feature densities supportive to transit use. Goal 2.3. Residential Uses. Preserve and enhance the quality, character, and function of Yakima's residential neighborhoods. Policy 2.3.1. Provide for a wide variety of housing types within the city to meet the full range of housing needs for Yakima's evolving population. B. Standard single family. Continue to allow for detached single family dwellings in residential districts. E. Duplexes. Continue to allow duplexes in appropriate residential zones, provided density standards are met. Consider incorporating design standards Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" LIO .*. PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEXc. 7 �. ... ., 383 that emphasize a pedestrian oriented design and the inclusion of usable open space. Policy 2.3.3. Create walkable residential neighborhoods with safe streets and good connections to schools, parks, transit, and commercial services. A. Construct sidewalks along all new residential streets. B. Provide streetscape standards that create safe and walkable streets within residential developments. C. Promote small block sizes to ensure good connectivity and reduced walking distances between residences and schools, parks, and services. Commercial and mixed-use designations: Configure development to provide pedestrian connections at 300 to 660 feet intervals. Configure development to provide vehicular connections at 600 to 1,320 feet intervals. Allow flexibility for private internal streets to meet connectivity objectives. Goal 2.5. Arterial corridors and other mixed-use centers. Enhance the character, function, and economic vitality of Yakima's arterial corridors and mixed-use centers. Policy 2.5.1. Allow for a mixture of compatible land uses along corridors and within mixed-use designated areas. This includes the integration of multi- family residential, and office uses with retail and service commercial uses. Provide zoning and design standards to maintain compatibility between different uses and zones. Goal 5.1. Encourage diverse and affordable housing choices. Policy 5.1.2. Promote the preservation, improvement, and development of single-family homes in Yakima. Goal 5.4. Encourage design, construction, and maintenance of high-quality housing. Policy 5.4.1. Promote sustainable development practices in housing development. Policy 5.4.2. Use transitional densities, design and landscape standards to ensure housing is compatible with existing character and planned goals. Policy 5.4.3. Encourage development of well-designed new housing in coordination with population growth, employment growth, and transportation goals. Goal 8.2. Ensure that utilities are provided in a reliable, sustainable, and safe manner. Policy 8.2.1. Use land use, design, and construction policies and regulations to manage placement and construction of utilities, encouraging the efficient use of land and co-location of facilities where feasible. Policy 8.2.2. Ensure that utility facilities are designed, built, and maintained to have a minimal impact on surrounding neighborhoods. Goal 9.1. Enhance and protect surface, storm, and groundwater quality and quantity. DO Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" C' PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 8 . _ __. 384 Policy 9.1.1. Implement the City's storm water program and require use of appropriate stormwater manuals or best management practices for the design, construction, and operation of developments or activities which could alter surface or ground water quantity or quality. Goal 9.2. Protect and enhance air quality. Policy 9.2.1. Cooperate with local, State and federal air pollution control agencies and comply with applicable regulations that govern air pollutants during land development, construction and operation. Goal 9.3. Manage floodplains to protect public health and safety, and to support ecological function. Policy 9.3.1. Protect natural drainage systems associated with floodways and floodplains through application of regulations based on best available science. Policy 9.3.2 Ensure adequate protection of life and property from flood events in floodways and floodplains through application of appropriate limitations on and mitigation requirements for development, and implementation of Comprehensive Flood Hazard Management Plans, when available. 13. How does the proposed Planned Development utilize unique and innovative facilities that encourage the efficient and economical use of the land? This mixed use planned development proposes to utilize the existing vacant land in numerous ways to provide for a wide variety of uses and services. The proposal supports the surrounding uses and provides much needed housing. Portions of the property that contain mapped floodplain and floodway are designed to meet applicable code sections for construction within those areas, using the smallest footprint possible. 14. Does the proposed Planned Development promote a sound system for traffic and pedestrian circulation? Describe. A traffic study was conducted to review potential impacts to the surrounding arterial access points. The site includes public roads built to city standards that include curb, gutter and sidewalks throughout, connecting and providing easy access through the entire development for both vehicles and pedestrians. The development includes 4 separate access points for entry and exit into the site, and one private access point for the RV Park. 15. How does the proposed Planned Development promote open space and use of natural and/or developed amenities? Residences and RV campers will have an opportunity to take advantage of devoted open space at the shared recreation center which will include onsite parking, clubhouse, pool, tennis and pickleball courts, basketball courts and a park. Doc. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 - 9 385 16. Will the proposed Planned Development provide an architecturally attractive, durable and energy efficient development? Residential building design includes pitched roofs, articulated facades with siding, stone veneer, and decorative moldings. All buildings part of the development will conform to current building codes and the Washington State Energy Code. 17. Please provide a summary of all previously known land use decisions affecting the applicant's property and all outstanding conditions of approval with respect to such prior land use decisions. The property was annexed into the city, under Ordinance No. 2023-011, Prickly Pear Annexation. The Plat of Champions Park-Phase 1 has been submitted under file numbers PLP#002-23, SEPA#011-23. The DNS for SEPA#011-23 was issued on December 13, 2023. The Hearing Examiner recommended approval on January 25, 2024, and City Council approved the Preliminary Plat on March 19, 2024 (Resolution R-2024-051). The Final Plat was recorded on December 11, 2024 (FLP#004-24) Previous use of this land was agriculture. According to the Washington State Department of Ecology's Dirt Alert Map, there were no past orchard uses during the time when lead arsenate was used as a pesticide. 18. Any other development standards proposed to be modified from the underlying zoning district requirements. The planned development does propose modification to the underlying zoning district requirements, consistent with the allowed uses and flexibility of a mixed- use planned development as outlined in YMC § 15.28.020(A)(4). 19. What are the aesthetic considerations related to building bulk, architectural compatibility, light and glare, urban design, solar access and shadow impacts. The proposed residential dwellings are designed to be compatible architecturally with new residential structures in the surrounding neighborhoods. Lot sizes, setbacks and building heights are consistent with typical regulations for the use. Building height, solar access and shadow impacts are not considered to be significant, as the structures will meet building height standards of the underlying and adjacent zoning districts and the Airport Safety Overlay(ASO). Where provided, lighting will be directed to reflect away from adjacent and abutting properties. Parking lots adjacent to residential districts or uses will be designed with down-shielding and luminaries creating no lighting pollution upon those properties. A photometric lighting plan will be provided at the time of building plan submittal. Doc Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 # /�—t 10 ►'\ 386 20. Please provide an inventory of any on-site cultural, historic and/or archaeological resources. Review of public records available on-line from the Department of Archaeology and Historical Preservation showed no inventoried resources. It, during construction, artifacts are found, then work within the area will cease and the proper authority will be notified. DAHP's statewide predictive model indicated that there is a high probability of encountering cultural resources within the proposed project area, Project Tracking Code (2023-022-07771). E. Development Services Team Review: A Development Services Team (DST) Review was conducted on March 11, 2025, for technical review of this project. The following comments were received: 1. Code Administration: a. Pursuant to the Chapter 5 of the Washington State Fire Code (WSFC), publicly available fire hydrants will be required along streets spaced at intervals that will provide required fire flow coverage for proposed structures in accordance with WSFC Appendix C. Installation of approved hydrants must be completed prior to final plat approval. b. These findings are not intended to be an exhaustive review of this proposal. 2. Engineering a. This project proposes that 85 acres be developed into: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common-wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 multifamily units, 36 common-wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, QSR, hotel (110 rooms), and greenspace. All improvements being done at Parcel #18120322005, also known as "Plat of Champions Park Phases 2-6". The property currently is vacant parcels. The proposed development will cause increased pedestrian and vehicle traffic without adequate safety precautions for pedestrians. The proposed development has the potential for more frequent trips in and out of the property. Current frontage infrastructure is not adequate enough to handle the new proposed master planned development that is a balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. b. In order to alleviate the resulting impacts from the change in use proposal, the City is requiring the following improvements: i. YMC 8.60 and 12.05- New curb, gutter, ADA ramps and 5-foot sidewalk, including associated storm drainage, shall be installed. Street improvements shall conform to standard detail R3. New sidewalks shall be constructed per standard detail R5. DO C. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 pt_L. 11 387 ii. YMC 8.64 and 15.06.065- Residential driveway approaches are required which meets the requirements of this chapter and standard detail R4. Driveway width shall be a maximum of 20 feet. iii. YMC 8.64 and 15.06.065- Commercial Type 1 driveway approaches are required which meets the requirements of this chapter and standard detail R4. Driveway approach shall be a maximum 35 feet and a minimum of 24 feet wide. Driveway locations shall meet the requirements of YMC 15.06.065. iv. YMC 12.06.020- Right-of-way-Applicant shall determine adequate dedication of right-of-way for all new/proposed roads. c. YMC 15.05.040- Clear vision triangle shall be maintained per this chapter. d. YMC 12.06.080-Street lighting -Street lights shall be installed per this chapter. e. YMC 12.02 - Easements shall be established and maintained per this chapter. f. YMC 8.72 -An excavation and street break permit shall be obtained for all work within the public right-of-way. g. An ENG permit is required for all civil work to be performed on site. Professional engineered civil plans with PE stamp shall be submitted for review and approval. All improvements shall be completed prior to Certificate of Occupancy. 3. Nob Hill Water Association a. Sufficient domestic water facilities are in the area to serve this development. Water main extension and improvements are to be done by Nob Hill Water, at the developers expense. Standard Nob Hill Water development policies and irrigation policies apply. Please contact Nob Hill Water for more information. 4. Surface Water a. As this project involves clearing or grading one acre or more, a Large Project Stormwater Permit shall be required from the applicant. The requirements of a Large Project Stormwater Permit are: - Drainage plan(s) and calculations - Stormwater maintenance agreement and plan - Proof that the maintenance agreement was recorded in the Yakima County Auditor's Office - Construction Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver. The Construction SWPPP (or Erosivity Waiver Certificate Statement) shall be reviewed and approved by the Surface Water Engineer prior to any grading or construction. A Temporary Erosion and Sediment Control (TESC) plan shall be submitted for approval. DO . Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 12 388 - In lieu of turning in a Construction Stormwater Pollution Prevention Plan, the applicant can satisfy this requirement by obtaining a Construction Stormwater General Permit through the Washington State Department of Ecology. A copy of the signed General Permit shall be delivered to the Surface Water Engineer. Go to https://ecology.wa.gov/regulations- permits/permits-certifications/stormwater-general-permits/construction- stormwater-permit for more information on how to apply for the General Permit. - A narrative explaining how Core Elements 1-8 are being satisfied. - An operation and maintenance plan for the perpetual maintenance of the facilities is now required. b. Grading and/or building permits shall not be issued without the project site first passing an erosion control inspection. c. Complete stormwater design plans, specifications and runoff/storage calculations supporting the stormwater design are required pursuant to the Eastern Washington Stormwater Manual and City of Yakima standards. These plans and control measures must be completed by a licensed Professional Engineer and then be reviewed and approved by the City of Yakima Surface Water Engineer prior to construction. d. UIC Registration —Stormwater i. In accordance with the August 2019 edition of the Department of Ecology's Stormwater Management Manual for Eastern Washington (SMMEW), Underground Injection Control (UIC) wells constructed on or after February 3, 2006 are considered new and must be registered with the Department of Ecology (DOE) 60 days prior to construction. To register your UIC wells, you must go through the Secure Access Washington website. Go to secureaccess.wa.gov/ecy/wqwebportal/to create an account and register your wells. UIC wells that receive polluted runoff shall retain the larger of the 100-year 3-hour and 100-year 24-hour storms and shall be designed for treatment using Table 5.23 of the SMMEW. ii. More information on the Industrial Stormwater General Permit Notice of Intent can be found at https://ecology.wa.gov/Regulations- Permits/Permits-certifications/Stormwater-general-permits/I ndustrial- stormwater-permit. 5. Traffic Engineering a. I agree with the Kittelson &Associates TIA conclusion that the traffic generated at full buildout at the Washington Ave. and 52nd Ave. intersection will create the need for a signal. The signal should be installed prior to Sorenson Rd. being opened to allow traffic to access 52nd Ave. Once Sorenson Rd. is open, it will not only get traffic from this planned development, but it will get traffic generated by the SOZO sports complex. Given the current procurement issues with signal equipment, the signal DO . Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 A ' 13 389 construction should be started a minimum of nine months prior to the opening of Sorenson Rd. to assure the signal is in place prior to opening. 6. Wastewater a. Sewer will need to be installed throughout site per YMC and COY Engineering and Wastewater standard details and requirements. 7. Department of Archaeology & Historic Preservation (Project Tracking Code: 2025-04-02782) Thank you for contacting the Washington State Historic Preservation Officer (SHPO) and Department of Archaeology and Historic Preservation (DAHP) and providing documentation regarding the above referenced project. As a result of our review, our professional opinion is that the project area has the potential to contain archaeological resources. The project is in an area determined to be at High risk of containing archaeology according to the DAHP predictive model. The scale of the proposed ground disturbing actions would destroy any archaeological resources present. Therefore, we recommend a professional archaeological survey of the project area be conducted prior to ground disturbing activities. We also recommend continuing consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues. These comments are based on the information available at the time of this review and on behalf of the SHPO in conformance with Washington State law. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment on this project and we look forward to receiving the survey report. The survey report should be uploaded directly into the DAHP Online WISAARD system by the cultural resource consultant to expedite DAHP review. Please ensure that the DAHP Project Number (a.k.a. Project Tracking Code) is shared with any hired cultural resource consultants and is attached to any communications or submitted reports. Should you have any questions, please feel free to contact me. 8. Department of Ecology If your project anticipates disturbing ground with the potential for stormwater discharge off-site, the NPDES Construction Stormwater General Permit is recommended. This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit may take 38-60 days. The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) shall be prepared and implemented for all permitted construction sites. These control measures must be able to prevent soil from being carried into surface water and storm drains by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading, or construction. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" D C. PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 14 In the event that an unpermitted Stormwater discharge does occur off-site, it is a violation of Chapter 90.48 RCW, Water Pollution Control and is subject to enforcement action. More information on the stormwater program may be found on Ecology's stormwater website. Please submit an application or contact Lloyd Stevens Jr. at the Dept. of Ecology, (509) 571-3866, with questions about this permit. 9. Department of Transportation Washington State Department of Transportation (WSDOT) has reviewed the package, and the site for the development is located in Zones 3 & 6 of the WSDOT Airports and Compatible Land Use Guidebook Compatibility Zones. The proposed development is consistent with WSDOT's guidance as it considered an area of residential infill, but given the proximity of the location to the airport it should be noted that the property may experience low flying aircraft, aircraft engine and propeller noise, vibrations, exhaust fumes, which may be perceived as a nuisance to the future residents. Also, because the property is in Zones 3 & 6, there should be a plan in place to ensure that the construction and the subsequent development will not create height hazard obstructions, smoke, glare, electronic interference, wildlife attractants, or other hazards to the airspace. A real estate disclosure or indication on title is recommended so that potential residents are aware of their property's proximity to the airport. The sponsor should also ensure that they file an FAA Form 7460-1 if it is necessary based on the requirements outlined here. We appreciate the opportunity to offer written comments. Our office is available for any questions or further discussions on airport land use planning. Please don't hesitate to contact me at (360) 890-5258, david.ison@wsdot.wa.gov. Staff Note: While the City's Airport Safety Overlay(ASO) designates the entire project as being contained within Zone 6, WSDOT guidelines recommend that Zone 3 extends 5,000 feet instead of 3,000 feet based on the length of the runway. However, pursuant to YMC§ 15.30.060, none of the proposed uses are prohibited in Zone 3, and because this project is going through the Planned Development process, it is being reviewed in a similar manner. 10. Yakima County Flood Control Zone District The Yakima County Flood Control Zone District (FCZD) attended a meeting with the City of Yakima Planning Division on 3/11/2025 and submitted comments to the City of Yakima Planning Division on 3/10/2025, 3/26/2025, and 4/1/2025. In these instances, the FCZD raised flood risk related concerns regarding the subject line applications (Prickly Pear Holdings LLC (PPH)). Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" DOw PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 15 r� � 391 Please find the below comments related to PPH: 2. YMC 15.27.407 (F) (1, 2) states that all subdivision proposals shall be consistent with the need to minimize flood damage and construct roadways and utilities be constructed to minimize flood damage. FCZD recommends that PPH's development be constructed to follow the natural contours of the floodplain and be constructed in a way that maintains the integrity of the floodplain and floodway. 3. 44 CFR 60.3(d)(3) states that communities must prohibit encroachments and other development in the floodway, unless certified by an engineer via no-rise certification per YCC 16C.05.36.020. The FCZD recommends a mechanism and commitment to inspect and ensure that no unpermitted encroachments or development occurs in the floodway (specifically on the southern half of parcel 18133433401) to comply with YCC and FEMA regulations, and that the chosen mechanism effectively prevents widespread encroachments, but allows for swift enforcement if needed. Encroachments and other developments would include structures such as homes, sheds, fences, etc. 4. In accordance with YMC 15.27.408 (a)(1) and IRC section 323.2, FCZD recommends any residential structures in the floodplain be elevated at least 1- foot above the BFE. 5. In the PPH site plans, there is a roadway leading north that crosses generally perpendicular to the floodway. During the 100-year flood event and potentially smaller events, the floodway may become activated causing water over the roadway, which at times could be impassable. FCZD recommends the placement of permanent signage indicating that the roadway may be underwater during flooding events. 6. Per YMC 15.27.407 (G), FCZD recommends any proposed roadway be built at the natural grade, to discourage any alterations to the floodway and maintain existing flood carrying capacity. A hydraulic and hydrologic study by a licensed engineer can accomplish this requirement. Floodway-spanning stream crossings may be a solution to avoid development within the floodway while maintaining flood carrying capacity. 7. According to YMC 15.27.315 (D) "prior to authorization of any construction within a floodplain... an engineering report shall be prepared by a licensed engineer... that establishes any new flood elevations that would result for the 100 year flood frequency if the project were implemented." The FCZD highly recommends PPH hires an engineer to accomplish this requirement. 8. In accordance with YMC 15.27.409 (B), FCZD highly recommends that PPH acquire a no rise certification by a professional engineer that no development in the floodway fringe will adversely affect the flood carrying capacity. 9. Development shown in the floodplain of Phase 3 should be carefully considered as there appears to be some intermingling or exchange of flood flows between the north and south paths - most likely at more infrequent flows as this area is CAW Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 ��1 16 1 392 not shown in the 10- and 25-year mapping estimates. In general, FCZD does not recommend developing the site shown as Phase 3 given the high density of citizens that will be placed in the floodplain and subject to flood risk. Thank you for the opportunity to comment on this proposal. Please reach out to me with any questions regarding these recommendations. F. Public Comments: No comments were received from the public. G. Applicable Law—Subdivision 1. Title 12 (Development Standards) a. YMC § 12.02.020: Easement location and width: Eight-foot-wide utility easements shall be dedicated along the front of each lot in subdivisions and short subdivisions. Easements for new and/or future utility lines shall be a minimum of eight feet in width, or twice the buried depth of the utility, whichever is greater. b. YMC § 12.03.010: Sewer service required: All new lots and development shall be served by a sanitary sewer line located adjacent to the lot or development site. c. YMC § 12.03.070: Side sewer service: Each building containing sanitary facilities shall be served by a separate private side sewer line from a public main. Branched side sewers serving multiple buildings and properties shall not be permitted. Single side sewers serving multi-unit buildings are permitted. d. YMC § 12.04.010: Water service required: All new lots and development shall be served by a public water supply line maintained by the city of Yakima, Nob Hill Water Company, or other water purveyor, and located adjacent to the lot or development site. The water line shall be capable of providing sufficient flow and pressure to satisfy the fire flow and domestic service requirements of the proposed lots and development as approved by the city engineer in cooperation with the code administration manager and water irrigation division manager. e. YMC § 12.04.020: Water line extension required: Water lines shall be extended to the point where the adjoining property owner's responsibility for further extension begins. This typically requires extension across the street or easement frontage of the developing property. In some cases it will require dedication of an easement and a line extension across the property or extension along two or more sides of the developing property. Extensions will be consistent with and implement the city's adopted water comprehensive plan. f. YMC § 12.05.010: Sidewalk installation required: Sidewalks shall be installed along both sides of all new, improved, and reconstructed streets. Projects which repair small portions of or maintain existing street shall not be considered "improvement" for the purpose of this section and shall not trigger G6+' da, Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 17 393 the requirements of this section. Sidewalks shall also be installed across the frontage of all newly developed or redeveloped lots where feasible. g YMC § 12.06.030: Design standards, adjustment of standards: Final design of street improvements is subject to approval by the city engineer. The city engineer, at his discretion, is authorized to adjust these standards as necessary to facilitate the construction of new streets and improvement of existing streets. Projects which repair small portions of or maintain existing streets shall not be considered "improvements" for the purposes of this section. h. YMC § 12.06.080: Street lighting: A street light shall be installed at each street intersection and at mid block if the block exceeds five hundred feet in length. Street lights shall meet the design and placement standards of the city engineer. Lighting improvements shall become the property of the city of Yakima upon installation and will thereafter be maintained by the city. 2. Title 14 (Subdivisions) a. YMC § 14.10.020: Subdivision: "Subdivision" means the division or redivision of land into ten or more lots for the purpose of sale, lease, or transfer of ownership in the present or future except as expressly exempted by this title. b. YMC § 14.25.040 (B): Lot Design: All lots within a subdivision shall have direct access to and frontage upon a dedicated public street or be accessed by an easement. Access easements cannot serve more than one lot. Minimum street frontage and/or access easement width shall be at least twenty feet. Lots intended for residential use should not access a principal or minor arterial. c. YMC § 14.05.200 (B): Allowance of bond in lieu of actual construction of improvements prior to approval of short plat or final plat: In cases of subdivision or short subdivision, the request for bond or other method of securing actual construction of required improvements shall be subject to approval by the city engineer and city attorney prior to approval of the final plat by the administrator. The decision to approve or deny the request for the bond or other method of securing actual construction of required improvements by the city engineer and city attorney cannot be appealed. In no case shall the amount of the bond or other method of securing actual construction of required improvements be less than one hundred fifteen percent of the estimated actual cost of the improvements based upon the approved civil engineering design of the required improvements. d. YMC § 14.20.230: Final Plat—Recording: All final plats approved by the administrator shall be filed for record immediately, or as soon as possible, by the subdivision applicant in the Yakima County auditor's office. The subdivision applicant shall be responsible for all filing fees. Any final plat filed for record containing a dedication shall be accompanied by a current title report. A copy of the recorded plat shall be provided to the city prior to the issuance of any additional residential building permits. '4,.v C. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 r 18 1 e. RCW 58.17.280: Naming and numbering of short subdivisions, subdivisions, streets, lots and blocks: Any city, town or county shall, by ordinance, regulate the procedure whereby short subdivisions, subdivisions, streets, lots and blocks are named and numbered. A lot numbering system and a house address system, however, shall be provided by the municipality for short subdivisions and subdivisions and must be clearly shown on the short plat or final plat at the time of approval. 3. Title 15 (Urban Area Zoning Ordinance) a. YMC § 15.03.020 (B): District and Map Overlay Intent Statements: Suburban Residential District (SR). The intent of the suburban residential district is to provide a variety of residential lifestyles with densities generally ranging from one unit per five net residential acres to seven units per net residential acre. The higher density is reviewed and considered to be permitted when a public water system and the regional sewer system are available, or if these utilities are not available, community water and sewer systems may be allowed after review by Yakima County health district and the city of Yakima. (See YMC Chapter 15.05, Table 5-1.) This district is further intended to: 1. Limit residential density to one unit per five net residential acres in areas where flooding, airport noise, or other environmental constraints make the land unsuitable for residential use at higher densities. Development at a lower density will be reviewed to allow conversion to higher densities once utilities are available or other limiting issues are mitigated; 2. Maintain surface and groundwater quality along with the avoidance of potential health hazards, by limiting residential density to one unit per five net residential acres, in areas where public services will not be provided, and the dwelling units have individual wells and septic tanks. Development at a lower density will be reviewed to allow conversion to higher densities once utilities are available or other limiting issues are mitigated; 3. Provide the opportunity for suburban residential development, up to three dwelling units per net residential acre, in areas with either public water service or a community sewer system; and 4. Allow residential development to seven dwelling units per net residential acre in areas with both public water service and sewer system. This district is characterized by a mixture of land uses and residential densities including small farms, scattered low-density residential development, and clusters of higher-density residential development. The minimum lot size in the district varies according to the suitability of the land for development and the provision of urban level services. See YMC 15.05.030(E). Single-Family Residential District (R-1). The single-family residential district is intended to: DOC, Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 19 395 1. Establish new residential neighborhoods for detached single-family dwellings free from other uses except those which are compatible with, and serve the residents of, this district, which may include duplexes and zero lot lines if established during the subdivision process; 2. Preserve existing residential neighborhoods for detached single-family dwellings free from other uses to ensure the preservation of the existing residential character, and serve the residents of this district; and 3. Locate moderate-density residential development, up to seven dwelling units per net residential acre, in areas served by public water and sewer system. Detached single-family dwellings are the primary use in this district. The district is characterized by up to sixty percent lot coverage; access to individual lots by local access streets; required front, rear and side yard setbacks; and one- and two-story structures. The density in the district is generally seven dwelling units per net residential acre or less. This zone is intended to afford single-family neighborhoods the highest level of protection from encroachment by potentially incompatible nonresidential land uses or impacts. Nonresidential uses within these zones are not allowed; except for public or quasi-public uses, which will be required to undergo extensive public review and will have all necessary performance or design standards assigned to them as necessary to mitigate potential impacts to adjacent residences. Duplex and multifamily development up to seven dwelling units per net residential acre may be allowed in accordance with Table 4-1. Two-Family Residential District (R-2). The purpose of the two-family residential district is to: 1. Establish and preserve residential neighborhoods for detached single- family dwellings, duplexes and other uses compatible with the intent of this district; and 2. Locate residential development with densities up to twelve dwelling units per net residential acre in areas receiving a full range of public services including public water and sewer service, and police and fire protection. The district is characterized by up to sixty percent lot coverage, access via local access streets and collectors, one- and two-story buildings, some clustering of units, and required front, rear and side yard setbacks. Typical uses in this district are single-family dwellings and duplexes. The density in this district generally ranges from seven to twelve dwelling units per net residential acre. However, development up to eighteen dwelling units per net residential acre may be allowed in accordance with YMC Chapter 15.04, Table 4-1. OC. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" ,� `� PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 20 Multifamily Residential District (R-3). The multifamily residential district is intended to: 1. Establish and preserve high-density residential districts by excluding activities not compatible with residential uses; 2. Locate high-density residential development more than twelve dwelling units per net residential acre in areas receiving the full range of urban services; 3. Locate high-density residential development near neighborhood shopping facilities; and 4. Locate high-density residential development so that traffic generated by the development does not pass through lower-density residential areas. The district contains a variety of attached or clustered multifamily dwellings. General Commercial (GC). The purpose of the general commercial district is to accommodate wholesale and retail activities with some high-density residential development. This district is primarily located near and along the major arterials as designated in the Yakima urban area comprehensive plan. Like the CBD district, a variety of land uses are permitted. However, the intensity of development is intended to be less than in the CBD district. b. YMC § 15.05.020 (H): Access Required: All new development shall have a minimum of twenty feet of lot frontage upon a public road or be served by an access easement at least twenty feet in width. The purpose of this standard is to provide for vehicular access to all new development; provided, the construction of single-family and two-family dwellings on existing legally established lots is exempt from the requirements of this section. c. YMC § 15.05.050: Street Right-of-'Way Dedication: All new development shall dedicate, where necessary, street right-of-way in conformance with the standards in the county/city subdivision ordinance and the arterial street plan adopted in the Yakima urban area comprehensive plan, except that for application under the jurisdiction of the city of Yakima, YMC Title 12 shall prevail over the provisions of this section to the extent of any conflict between such provisions. d. YMC § 15.05.055: New Development Improvement Standards: All development within the Yakima urban growth area (UGA) must meet the urban standards of the city of Yakima including the following: 1. Fire apparatus access roads for multiple-family residential developments and one- or two-family residential developments shall be subject to the provisions of Sections D106 and D107, respectively, of Appendix D of the International Fire Code. Additionally, such residential developments shall be subject to the requirements of Section D105 of Appendix D, International Fire Code, pertaining to aerial fire apparatus roads, as Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" "�' PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 21 397 applicable. All provisions of the International Fire Code referenced above are hereby adopted and incorporated herein by this reference, as now existing or as hereafter amended and adopted by the city. Minimum requirements for the primary and secondary access will be at least twenty feet wide, unobstructed, paved lanes. 2. In order to promote safety for emergency access and circulation within and between new developments, cul-de-sac streets (public or private) shall not exceed 600 feet. H. Applicable Law—Master Planned Development Overlay 1. YMC § 15.28.010 (A): Purpose: A master planned development overlay (PD) is a comprehensive development plan intended to provide flexibility in design and building placement, promote attractive and efficient environments that incorporate a variety of uses, densities and/or dwelling types, provide for economy of shared services and facilities, and economically utilize the land, resources, and amenities. 2. YMC § 15.28.025: Minimum Project Size: The minimum project size for a master planned development shall be two acres. All properties included in the master development plan shall be contiguous with logical outer boundaries. 3. YMC § 15.28.050: Development Agreement: An approved master planned development overlay (including conditions and development standards) shall be incorporated into a development agreement as authorized by RCW 36.706.170. The development agreement shall provide for vesting of such development conditions and standards as are deemed reasonable and necessary to accomplish the goals of the master planned development. This agreement shall be binding on all property owners within the master planned development and their successors and shall require that development of the subject property be consistent with and implement the provisions of the approved master planned development. The approved development agreement shall be signed by the city manager and all property owners and lienholders within the boundaries of the master planned development overlay and recorded prior to approval and/or issue of any implementing plats or permits. 4. YMC §§ 15.28.070 (A): Vesting: The master planned development review shall be vested to development regulations, standards, conditions, and laws applicable at the time the development agreement described in YMC 15.28.050 is recorded, inclusive of specific conditions and standards set forth in said development agreement. The vesting period shall be for the time stated in the development agreement associated with each specific master planned development and shall be agreed upon by the parties to the development agreement after giving consideration to the extent and complexity of the proposed development as well as specific development planning considerations raised by the developer. During the stated vesting period the applicant shall be entitled to implement the master planned development in accordance with the terms and conditions of approval described in the development agreement. 5. YMC § 15.09.100 (H): Private Street Review Requirements: The face of any plat, short plat, master development plan, binding site plan, or condominium Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 22 ..__.1 .\....._.. 398 document containing a private road, and all subsequent documents transferring ownership of lots within such plat or short plat, shall bear the following language: "The City of Yakima has no responsibility to build, improve, maintain or otherwise service any private road for this plat/short plat. Any right-of-way dedicated to the public by this plat/short plat shall not be opened as a City (or County) street until such time as it is improved to city street standards and accepted as part of the City transportation system." I. Yakima Comprehensive Plan 2040 1. Defined: a. Low Density Residential provides for low density residential development. b. Commercial Mixed-Use promotes the greater integration of mixed uses that offer greater development choices to property owners, increased housing options, strengthened commercial retail areas, and lively pedestrian-oriented development. c. Mixed Residential provides for areas with a mixture of housing types and densities. 2 The following goals and policies apply to this proposal: a. Goal 2.2: Provide a mix of land use designations consistent with the community's vision. i. Policy 2.2.4 (A): Purpose: This designation provides for areas with a mixture of housing types and densities. ii. Policy 2.2.4 (B): Locational criteria: Intended for areas now characterized by, and/or appropriate for, a mixture of housing types with a close proximity to commercial services, transit access, and/or parks and other public recreational amenities. This designation often creates a transition from commercial and mixed-use areas to low density residential areas. iii. Policy 2.2.4 (C): Principal uses & density: A mixture of single-family, duplex, and multifamily dwelling units. The permitted maximum density is up to or above 13 net dwelling units per acre, depending on the underlying zoning district and neighborhood context. For developments electing to conform to site and building design standards promoting pedestrian-oriented development, density is primarily limited by allowable building height, integration of required parking, market conditions, and conformance with applicable site and building design provisions. Specifying the maximum number of dwelling units in one building may be appropriate in some areas to ensure compatibility and to limit building massing and density. b Goal 2.3: Preserve and enhance the quality, character, and function of Yakima's residential neighborhoods. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" tEl 0R . PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 23 399 i. Policy 2.3.1: Provide for a wide variety of housing types within the city to meet the full range of housing needs for Yakima's evolving population. ii Policy 2.3.1 (B): Standard single family. Continue to allow for detached single family dwellings in residential districts. iii. Policy 2.3.1 (E): Duplexes. Continue to allow duplexes in appropriate residential zones, provided density standards are met. Consider incorporating design standards that emphasize a pedestrian-oriented design and the inclusion of usable open space. iv. Policy 2.3.3: Create walkable residential neighborhoods with safe streets and good connections to schools, parks, transit, and commercial services. v. Policy 2.3.6: Allow some compatible nonresidential uses in residential zones, such as appropriately scaled schools, churches, parks and other public/community facilities, home occupations, day care centers, and other uses that provide places for people to gather. Maintain standards in the zoning code for locating and designing these uses in a manner that respects the character and scale of the neighborhood. c. Goal 2.5: Arterial corridors and mixed-use centers. Enhance the character, function, and economic vitality of Yakima's arterial corridors and mixed-use centers. i. Policy 2.5.1: Allow for a mixture of compatible land uses along corridors and within mixed-use designated areas. This includes the integration of multi-family residential and office uses with retail and service commercial uses. Provide zoning and design standards to maintain compatibility between different uses and zones. d. Goal 4.8: Support programs, projects, and development efforts that enhance the job market and promote community pride. e. Goal 5.1: Encourage diverse and affordable housing choices. i. Policy 5.1.2: Promote the preservation, improvement, and development of single family homes in Yakima. f. Goal 5.4: Encourage design, construction, and maintenance of high quality housing. i Policy 5.4.2: Use transitional densities, design and landscape standards to ensure housing is compatible with existing character and planned goals. IV. SUBDIVISION FINDINGS: A. Background and Processing: 1. The subject property is approximately 85 acres in size, has a Future Land Use designation of Commercial Mixed-Use, Low Density Residential, and Mixed Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEX PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 # 24 400 Residential, and is zoned Suburban Residential (SR), Single-Family Residential (R-1), Two-Family Residential (R-2), Multifamily Residential (R-3), and General Commercial (GC). 2. Pursuant to RCW Ch. 58.17 and YMC §§ 1.43.080, 1.43.100 and 15.28.040 (C), the City of Yakima Hearing Examiner is authorized to make a recommendation for approval or disapproval, with written findings of fact and conclusions to support the recommendation to the City Council on preliminary plats due to a Master Planned Development Overlay being part of the application. Within ten working days of the conclusion of a hearing, unless the applicant agrees to a longer period in writing, the Hearing Examiner shall render a written recommendation, which shall include findings and conclusions based on the record. 3. Public notice for this public hearing was provided in accordance with the Yakima Municipal Code. B. Planned Development Site Design and Improvement Standards: 1. One of the purposes of the Planned Development Ordinance is to allow flexibility in development standards. This proposal includes the following development standards: Detached Attached Single- Common- Minimum Family Wall Multifamily Standard Dwelling Dwelling Development Commercial Lot Size 6,000 sq. ft. 3,500 sq. ft. 6,000 sq. ft. None Lot Coverage 60% 60% 80% 80% Lot Width 50 ft. 35 ft. 50 ft. None Setbacks Consistent with YMC § 15.05.030, Table 5-1 a. Building Height: While the development agreement only proposed a building height for commercial uses, because the entire development is located within Zone 6 of the ASO, all structure heights will be limited to 35 feet. 2. Access: In accordance with YMC §15.05.020 (H), all lots have 20 feet of frontage upon a public street, or are accessed through the private street within the planned development. 3. Density: With a density of approximately 4.35 dwellings per net residential acre (DU/NRA), the proposed preliminary plat complies with YMC §§ 15.05.030 (B) and 15.04.030, Table 4-1. a. Net residential density excluding commercial lot and streets calculated per YMC § 15.05.030: • Total project area: 85 acres • Minus streets, rights-of-way, and access easements: 68.94 acres • 263 dwelling units /68.94 = 3.81 dwelling units per net residential acre Cd' Oh.sy Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" � ;w., , 25 PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 'M 401 (Note: the calculation on the Notice of Application was based on including Phase 1 and excluding Phases 4 and 5) b. Phase 1 itself has a density of 7.66 DU/NRA, slightly exceeding the SR zoning district standard of 7 DU/NRA. YMC § 15.05.030 (B)(1) requires "that residential densities in new subdivisions, multifamily developments, or planned residential developments are compatible with the existing or planned level or public services and the density of the zoning district." Mixed-use planned developments are not specified under this regulation; it is presumed that this planned development and its multifamily development in Phase 3 are not limited by the standard zoning district-specific density restrictions imposed by Title 15. 4. Streets/Dedication of Right-of-Way: Adequate right-of-way shall be dedicated as determined by the Engineering Division. Curb, gutter, sidewalk, and streetlights shall be installed along all frontages. In the residential blocks, all streets will be public rights-of-way except for a gated private street on the western side of Phase 2. C. Development Standards: 1. Frontage Improvements a. Adequate right-of-way shall be dedicated, and curb, gutter, sidewalk, and streetlights shall be located along all streets. b. The intersection at S. 52nd Ave. and W. Washington Ave. shall be widened and signalized. c. Per the development agreement, the applicant is proposing the following standards: i. A portion of Phase 2 will be served by a gated private street. ii. A block of Phase 2 will be less than 250 feet in length in order to serve up to six lots, two of which could not otherwise be accessed from the other streets. iii. Multiple blocks of Phase 6 will be more than 660 feet in length without a midblock pedestrian way. Instead, a pedestrian pathway will be located in the middle of a 695-foot-long perpendicular block, which will connect the neighborhood to the sport courts and swimming pool located on Phase 4. 2. Wastewater a. Sewer shall be extended to the subject plat. b. A minimum sixteen-foot easement shall be maintained over all public utility lines in accordance with YMC §§ 12.02.010 and 12.02.020. c. All lots with the subject plat shall be served by a separate side sewer line from a public main in accordance with YMC § 12.03.070. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" ., PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 I N D EE 26 402 d. Sewer is to be installed per the Yakima Municipal Code. 3. Water a. The applicant shall extend potable water to the subject plat in accordance with YMC § 12.04.10. b. Water is served by Nob Hill Water Association. 4. Irrigation a. The subject parcel is located within the Ahtanum Irrigation District. D. Easements: Easements are to be established in accordance with YMC §§ 12.02.010 and 12.02.020. E. Subdivision Ordinance As proposed, and with the recommended conditions, this preliminary plat meets all the design requirements of YMC Title 14, the City's subdivision ordinance and the development standards of YMC Title 12. The recommended conditions are intended to ensure consistency with the provisions of the City's subdivision ordinance and that appropriate provisions are provided for the following: 1. Public health, safety, welfare: This proposal complements adjacent uses and will promote the public health, safety and general welfare insofar as there is a need in this community for additional housing and insofar as this proposed preliminary plat would be required to comply with all applicable City development standards, and all conditions of approval specified by the Hearing Examiner. 2. Open spaces: The proposed plat provides for large lots that may provide private open spaces throughout the residential blocks, along with a pedestrian path connecting residential Phase 6 to Phase 4, which contains sport courts and a swimming pool. 3. Drainage systems: Drainage system facilities will be provided in accordance with state and local regulations including the City of Yakima Municipal Code and the Eastern Washington Storm Water Manual. 4. Streets, alleys, and other public ways: The subject property has frontage upon Sorenson Rd., S. 38th Ave., and S. 52nd Ave., and proposes public streets and a private road to provide adequate access to all lots. 5. Water supplies: Public water is required to be used for domestic and fire flow purposes, and water is available to the site from Nob Hill Water Association. 6. Sanitary waste disposal: A City of Yakima sewer main capable of serving the development shall be extended in order to serve all lots. The access for the lift station on the southwest corner of the lot shall be maintained. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 1 N D EX 27 —�. 403 7. Parks and_playgrounds: Open space, parks, recreation, and playgrounds are located adjacent to this subdivision due to the proximity of SOZO Sports Complex. Residents will also have access to the swimming pool and sports courts located at the RV park. 8. Sites for schools: Wide Hollow Elementary School is located approximately 2.7 miles from this subdivision, West Valley Junior High School is located approximately 2.2 miles away, and West Valley High School is located approximately 3.2 miles away. 9. Sidewalks: Curb, gutter, and sidewalk is proposed to be provided along both sides of the streets that serves the development. 10. Public Transit: Yakima Transit Routes 2 and 5 are located approximately 1.2 miles from this subdivision, and Routes 7 and 9 are located approximately 1.5 miles away. 11. Serves the public interest and use: This proposed five-phase mixed-use master planned subdivision is consistent with neighboring land uses and better serves the needs of the City of Yakima than the undeveloped status of the property. F. Time Limitation: Upon preliminary plat approval, the applicant has five years from the date of preliminary approval to submit the final plat. Thereafter, 30 days prior to the expiration of preliminary approval the applicant must submit to the City Council a written request asking to extend the approval period for a maximum period of one year (YMC § 14.20.160). Before the final plat can be recorded, all required infrastructure must be engineered, completed and inspected or engineered and financially secured and receive final plat approval from the Community Development Department. V. MASTER PLANNED DEVELOPMENT OVERLAY FINDINGS A. The purpose of YMC Ch. 15.28 is to provide flexibility in design and building placement, promote attractive and efficient environments that incorporate a variety of uses, densities and/or dwelling types, provide for economy of shared services and facilities, and economically utilize the land, resources, and amenities. B. Pursuant to YMC § 15.28.040 (D), the hearing examiner shall evaluate a master planned development application and other evidence submitted into the record; and shall issue such recommendation based upon the following considerations and criteria: 1. The master planned development application demonstrates the economic and efficient use of land and provides for an integrated and consistent development plan for the site. The subdivision is efficiently laid out and consists of a private street, three residential phases, and two commercial phases. The commercial phases will be adjacent to SOZO Sports Complex and existing industrial uses. 2. The applicant has identified development standards and uses that are consistent with the master plan and designed in a manner that is compatible with adjacent land uses after consideration of applicable mitigation and site design. The hearing examiner may consider development standards that are different from Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 DOC. 28 INX r 404 1 currently_adopted development standards in order to provide flexibility in site planning; to implement project design and concepts: to respond to market conditions: or to otherwise achieve the public benefits contemplated by the concept plan. A portion of Phase 2 will be accessed via a gated private street. Commercial uses include a hotel, restaurants, and an RV park. The development is compatible with adjacent uses, as the RV park will separate the other commercial uses from the proposed residential areas. 3. Consideration shall be given to "low impact development" concepts. Residential development will primarily be located outside out of the floodway and floodplain, and those parcels that contain floodplain will meet minimum standards for building envelope or lot size. 4. There will be adequate infrastructure capacity available by the time each phase of development is completed: All lots will be served by city sewer and Nob Hill Water Association water. At full buildout, there will be adequate transportation infrastructure, including a traffic signal. The gated private road provides for an efficient traffic circulation pattern with no dead ends. 5. The master planned development contains design, landscaping, parking/traffic management, and use mixture and location that limit or mitigate conflicts between the master planned development and adjacent uses. Consideration shall be given to site planning that supports land use flexibility through means of appropriate setbacks, landscaping, sitescreeninq, buffers, and other design features or techniques. The proposed lot sizes, lot width, and setbacks will allow the dwelling units to be situated in a low-density manner, serving as a buffer from the commercial lots. 6. All potential significant off-site impacts including noise, shading, glare, and traffic have been identified and mitigation incorporated to the extent reasonable and practical. There are not anticipated to be any significant off-site impacts as long as the traffic improvements recommended by the Traffic Impact Analysis within city limits are implemented. 7. The project is designed and includes appropriate consideration of open spaces and transportation corridors, designs of street and public open space amenities, and results in the functional and visual appearance of one integrated project. The development will be adjacent SOZO Sports Complex. In addition, a swimming pool and sport courts located at the RV park on Phase 4 is connected to the Phase 6 neighborhood via a short pathway. 8. The proposed development is not adverse to the public health, safety, or welfare. The development will not adversely affect the environs of the area, nor is it expected to cause any traffic concerns at full buildout, as long as mitigation measures outlined in the Traffic Impact Analysis are implemented. 9. The public benefits of approving the master planned development outweigh the effect of modification of standards to the underlying zoning district. Approval of this planned development will allow for commercial uses, private streets, and modified street lengths minimums and maximums on a number of blocks. Lot sizes, lot width, and setbacks will generally follow the standards of the R-1 Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 1 D EX 29 405 zoning district for detached single-family dwellings, R-2 for attached common- wall dwellings, R-3 for multifamily development, and GC for commercial development. 10. The proposed development is designed to be consistent with the provisions of the shoreline master program and critical areas ordinance of the appropriate jurisdiction. Phase 3 is located partially within the floodplain and construction there will be subject to the requirements of Ch. 15.27. Environmental Review was required due to the requirements for a Master Planned Development Overlay. VI. CRITICAL AREAS FINDINGS A. The application was subject to Environmental Review, which resulted in a Determination of Non-Significance (DNS) on June 5, 2025. B. Consistent with YMC § 15.27.031 (C) (2), the Administrative Official reviewed the available information pertaining to the proposal and made a determination that a "Critical Areas are present, but there is no impact." C. Per YMC § 15.27.309, it has been determined that a Standard Development Permit is required. D. YMC § 15.27.311: Authorization Decisions—Basis for Action The applicant meets the following criteria: 1. jpact of the project to critical area features on and abutting property: The impact to critical area features will be minimal as long as the subdivision provides usable building envelopes of at least 5,000 square feet outside the floodplain that crosses lots in Phase 2, and minimum one acre lots that are inundated by the floodplain in Phase 3. 2. Danger to life or property that would likely occur as a result of the project: The floodplain of Spring Creek—Tributary 1 is located on the site, which will be contained on a handful of lots in Phase 2 and the majority of Phase 3. 3. Compatibility of the project to critical area features: Each lot encumbered by the floodplain in Phase 2 will have a building envelope located outside of the floodplain, and are larger than the average lot in the subdivision, and will allow floodwaters to flow across them in a manner that will avoid the building envelopes where the homes will be located. Each lot encumbered by the floodplain in Phase 3 are at least one acre in size in accordance with YMC § 15.05.030 (C). Lot 3-31 is a non-buildable lot that will contain floodway and floodplain. 4. Conformance with applicable development standards: All applicable standards of YMC Ch. 15.27 will be met. 5. Compliance with flood hazard mitigation requirements of YMC 15.27.400 through 15.27.436: The development shall comply with the anchoring and construction Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" QD E PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 30 1\--\ 406 standards as listed in YMC §§ 15.27.407 and 15.27.408 for structures that will be located within the floodplain. 6. Adequacy of the information provided by the applicant or available to the division: The application submitted is adequate for review. 7. Based upon the project evaluation, the administrative official shall take one of the following actions: a. Grant the development authorization b. Grant the development authorization with conditions, as provided in YMC 15.27.312, to mitigate impacts to the critical area feature(s) c. Deny the development authorization VII. CONCLUSIONS: A. The Hearing Examiner has jurisdiction (RCW Ch. 58.17, YMC §§ 1.43.080, 14.20.100, and 15.28.040). B. This recommendation is based upon a project narrative and site plan received February 20, 2025. C. This Preliminary Long Plat complies with the general requirements for subdivision approval as specified by YMC Ch. 14.20 and 15.05. D. This Master Planned Development Overlay and Development Agreement outline complies with the general requirements for a planned development as specified by YMC Ch. 15.28. E. The proposed modifications by the Development Agreement to allow for a gated private street, reduced public street standards, and allow for commercial uses. F. A Determination of Nonsignificance (DNS) was issued on June 5, 2025, for this proposed development, and was not appealed. G. This proposed subdivision serves the public use and interest and provides for the possibility of creating new additional housing within the City of Yakima. H. This preliminary subdivision complies with the goals and objectives of the Urban Area Comprehensive Plan, the intent and purpose of the GC, SR, R-1, R-2, and R-3 zoning districts, the provisions of the Urban Area Zoning Ordinance, Subdivision Ordinance, and Title 12 Development Standards, and Chapter 12.08. I. The proposed plat complies with the provisions of RCW 58.17.110 and YMC § 14.20.100, providing appropriately for: the public health, safety, and general welfare, open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and school grounds, sidewalks, and other planning features that assure safe walking conditions for residents of the neighborhood. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" !�� . PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 INDEX 31 407 VIII. RECOMMENDATION: The Planning Division recommends that this Master Planned Development—Mixed Use and five-phase subdivision, file numbers PD#001-25 and PLP#001-25, be approved based upon the above findings and conclusions and subject to the conditions of approval as follows: A. Right-of-way shall be dedicated as displayed on the plat, or as otherwise determined by the Engineering Division; B. New public and private streets shall meet the standards of residential streets found under YMC § 12.06.020 and YMC § 12.06.090. C. Curb, gutter, and sidewalk shall be installed on both sides of the streets, along with street lighting; D. Prior to approval of the final plat, all required improvements shall be constructed or financially secured according to the standards and requirements of the City Engineer and YMC Title 12; except for those listed in Condition E; E. At least nine months prior to Sorenson Rd. fully connecting to S. 52nd Ave. via Phase 3 and being made open to the public, the following frontage improvements shall begin construction: 1. The intersection at S. 52nd Ave. and W. Washington Ave. shall be signalized and have its northbound approach widened to include separate northbound left- and right-turn lanes; and 2. The intersection at S. 52nd Ave. along Phase 3 shall be improved with a stop sign; F. All lots shall be served with public water from the Nob Hill Water Association and public sewer from the City of Yakima. Prior to final plat approval, written verification must be submitted to the Planning Division indicating that all sewer and water extensions have been complete and inspected or financially secured; G. An eight-foot wide public utility easement shall be dedicated along the front of each lot; H. An excavation and street break permit shall be obtained for all work within the public right-of-way. Roads less than five years old can be cut, but will cost 150 percent of the restoration fee with no PCI discount; I. All frontage improvements shall be completed or bonded for prior to long plat approval. Civil engineering plans for public improvements shall be approved prior to bonding for public improvements; J. At the discretion of the City Engineer, the owner may bond for required frontage improvements or enter into a deferral agreement for future participation in the cost of any frontage and/or roadway improvement of Local Improvement District (LID) which Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 > EX 32 is constructed abutting the owner's property. The bond or deferral agreement shall be executed and recorded prior to or as part of approval of the plat; K. This plat shall be subject to the following notes, which must be placed on the face of the plat: 1. The addresses shown on this plat are accurate as of the date of recording, but may be subject to change. The City of Yakima Building Codes Division is responsible for the confirmation or reassignment of addresses at the time of building permit issuance; 2. The owners shown hereon, their grantees and assignees in interest hereby covenant and agree to retain all surface water generated within the plat on-site; 3. The City of Yakima has no responsibility to build, improve, maintain or otherwise service any private road for this plat/short plat. Any right-of-way dedicated to the public by this plat/short plat shall not be opened as a City (or County) street until such time as it is improved to city street standards and accepted as part of the City transportation system; and 4. This subdivision is subject to the specific Master Planned Development Overlay of PD#001-21, as approved by the Yakima City Council on _, under Resolution No. _, and recorded under Auditor's File Number , which controls the development and usage of this property within this recorded plat. All development shall comply with the following minimum standards: Lot Lot Lot Size Coverage: Width: Single-Family, Detached: 6.000 sq ft. 60% 50 ft. Single-Family, Common Wall: 3,500 sq. ft. 60% 35 ft. Multifamily: 6,000 sq. ft. 80% 50 ft. Commercial: None 80% None Setbacks consistent with YMC § 15.05.030, Table 5-1 L. Irrigation approval is required, and shall be shown on the face of the final plat; M. A current title report covering the subject property must accompany the final long plat; N. The applicant and City of Yakima shall enter into a Development Agreement codifying all development standards and conditions of approval prior to final plat approval to be finalized and recorded in accordance with RCW 36.70B and all other laws applicable to development agreements; O. Upon preliminary plat approval, the applicant has five years to submit the final plat. Thereafter, 30 days prior to the expiration of said approval the applicant must submit to the City Council a written request asking to extend the approval period for a maximum period of one year; Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" E�v' o PD#001-25, DEV#001-25, PLP#001-25. SEPA#002-25, CAO#001-25 N. 33 . 1 `L\_e.�... 409 P. Prior to the issuance of any permits, the applicant shall conduct a professional archaeological survey of the project area, with copies of the survey provided to DAHP and the Planning Division; Q. The applicant shall complete and submit a Critical Area and Floodplain report prior to the issuance of building permits; R. Prior to the issuance of any permits, a Large Project Stormwater Permit shall be obtained from the Surface Water Engineer; S. Prior to the issuance of any permits, a NPDES Construction Stormwater General Permit shall be obtained from the Department of Ecology; T. Prior to the issuance of any permits for each phase of the development, the applicant shall file FAA Form 7460-1, with a copy of the FAA's response provided to the Planning Division; U. An aviation easement and deed declaration, which recognizes the preexistence of the airport and the right of over flight, shall be recorded for all uses within the approach and transitional surfaces of the conical surface area; V. In accordance with YMC 14.20.230, the city shall not issue any building permits until a copy of the final recorded short plat is submitted; and W. All other requirements of the zoning and subdivision ordinance, although not specifically set forth herein, shall be complied with in their entirety. Prickly Pear Holdings LLC "Plat of Champions Park Phases 2— 6" INDEXPD#001-25, DEV#001-25, PLP#001-25. 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N W �, Ln •ii . , . . 4_, --,,, 1 4 a 0 it a Z o • , • ..,:" :v9k!It,i' El IIIIIIII ', -:-'," 017.. i.L. ,- It . . _ It., .. , It; o cs y y ritiParc Z 'O A • + 1 IF } II I.• * i I! 61 ■ - iIP . i 0 !,3DOC - U co INDEX !' 414 Project Name: PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" Site Address: S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE File Number(s): PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Proposal: Master planned development: The Champions Park Mixed Use Development spans 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common-wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 multifamily units, 36 common-wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, QSR, hotel (110 rooms), and greenspace. A balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. ó VICINITY MAP 7 LL - - ' Lt __F- it-, hr. - - - , - - „,\_----;---\-\-\ ,___ _-- __ ? .. ,.-- . _, 1._ .-, 1 ,_.,,:,, -:, _ I I] . ._--- *�:ti I_... l SITE , _ l S L1 ....._ ____ _ T. SITE SITE f r SITE SITE ma I I I f I[f TTIIID /",--' SITE - .111111111 I d 111ll.11ll1_LI l■ l - - f',__-__,_I „ .., 1 la --f I 7: Num 1 Nimmiii• , , Doc. INDEx #_...x.r4--- Map Disclaimer: Information shown on this map is for planning and illustration purposes only.The City of +• Yakima assumes no liability for any errors, omissions, or inaccuracies in the information provided or for any I 4 , I action taken,or action not taken by the user in reliance upon any maps or information provided herein. . Date Created: 2/26/2025 ."'.,✓ 415 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, I)EV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER C Site Plan DOC DOCUMENT DATE INDEX# ' C-1 Site Plans 02/20/2025 416 PLAT PLAN CHECKLIST Please complete this checklist and include it with your preliminary plat. Preliminary plats shall be prepared by a land surveyor registered in the state of Washington. 0 The plat plan shall be legibly drawn in ink on paper that is at least 18 x 24 inches in size O All plat plans shall be drawn at a scale of 1"=100' or larger. The scale shall be noted on the plat. O All existing lots or parcels included in the proposed subdivision. The proposed name of the subdivision. This name shall not duplicate any name used on a recorded plat or subdivision in Yakima County, including the municipalities of Yakima County. 0 An accurate and complete legal description of the proposed subdivision. O Date the plat was prepared. O North Arrow O Boundary lines based upon a recent land survey of the land proposed to be subdivided and boundary lines of all proposed lots and streets. Q Location and size of water and sewer lines, utility easements, and drainage system proposed to serve the lots within the proposed subdivision and their point(s)of connection with existing services. O Location, size, purpose, and nature of existing roads, streets, rights-of-way, and easements adjacent to, or across,the land. Q Location of any streets, rights-of-way, or easements proposed to serve the lots within the proposed subdivision with a clear designation of their size, purpose, and nature. O Parcels of land intended or required to be dedicated for streets or other public purposes. Contour lines at two-foot elevation intervals for slopes less than ten percent and five-foot elevation O intervals for slopes more than ten percent. Elevations shall be based upon city of Yakima datum if available. Note: Planning Division or reviewing official may require additional information to clarify the proposal, assess its impacts, or determine compliance with the YMC and other laws and regulations. RFC g ED FEB 202025 La I T' Ur 1'f1i1Uu1�1 PLANDS,:a DN. DOC. Revised 7/2023 INDE Page 19 417 SITE PLAN CHECKLIST The application shall include a concept site plan which includes the elements in this checklist. Please complete this checklist and include it with your site plan Check all boxes as: (I or X)Included or(-)Not Applicable ® Project boundaries ® Primary uses and ancillary uses El Existing and proposed structures ® Gross floor area of development II1 Maximum building heights © Minimum building setbacks © Maximum lot coverage ® Any other development standards proposed to be modified from the underlying zoning district requirements The proposed circulation system of arterial and collector streets including, if known,the approximate 2 general location of local streets, private streets, off-street parking, service and loading areas, and major points of access to public rights-of-way,with notations of proposed public or private ownership as appropriate ❑x The proposed location of new and/or expanded public and private utility infrastructure ▪ Sitescreening, landscaping and street trees A master planned development incorporating commercial or industrial facilities must provide a buffer or site design along the perimeter of the master planned development,which shall reasonably transition the El master planned development to any adjacent properties zoned or used for residential purposes. If automobile parking, driveways, or machinery operation are to be provided within one hundred feet of a master planned development boundary, sitescreening shall be provided in accordance with YMC 15.07.020 ® Aesthetic considerations related to building bulk, architectural compatibility, light and glare, urban design, solar access and shadow impacts Site features as appropriate to mitigate traffic, environmental, geotechnical, and other impacts as identified • in technical studies required by this chapter © Shoreline and critical areas where applicable Note: The Planning Division or reviewing official may require additional information to clarify the proposal,assess itRECEPVED impacts,or determine compliance with the YMC and other laws and regulations. FEB 2 0 202S CITY OF YAKIMA PLANNING DIV. tboc. Revised 7/2023 I N Egt Page 9 418 r.y f-.-r. i r.-r.i t r r L I El ILT LIiLLE �� EV Dir �ILI:ILIL [I] LiLILi LEILH� — N le" W• •E ii.niso WO } • � ,.. 1 1 I al_I I FAH SI L i.1 L1} !�_ - - - - -- _ - - - - - - - - - 5 ��f :LI - - - - - 7I f1...�....f.-e-m-o1 - ' `� II III � I I i I I I 1, 1 I I SOZO SPORTS COMPLEX I '1 ! I II 1 I I r - - w „ r.-. Fw +■t.-1„ .M ram.a M-rrr.t ,.`'--. _ '► w-.w-•+► ■ �. FR4 � fi — S Yr S ' x -4ifra-s ♦w... - y � - . pir'- , S t ' _ t nilF,AtatPle I Tue= 1 —� - - / " II I fl J. I I I r I I I I I I I I IL c luI�H ' «+ • tifl�4� 1 Inululpin"n ►� a �I .If� - _ r _-1 ' I - -- ---- — IF x7"ir� sc - --7fI I C1G I I:' K - r ! J -_ 1 _ _ H 1 II �' -I — — - — ,' I !i, I _ _ -- ---- - -- - I I I PASIZ 1 _ 1- I - 1 I I „ 11 I I I I I I I I I I I I I I I II ! 1 —+ ' _J �_ jiii. ir _jII 1I I I I I I f I I I I I + r 1 = �+ f. x' I - -- - - I' l '1 - - -I-- ---- - - - -� lI - I'I I'I � HI ,I�� I � {I, r.. , II II.t , `t + IEye ' ; . i_ y � ., _ _ �� __ _ rI1 �' _,. � --3ii�35�� i43" i 5o i$i 1 / . / �,j� --- I, -- --, .._ —_ r I .. _, ` — I 1 1 I , I it, I � . -'. PHASE 5 r ,� iyrrrrrnii1r C .-� .. �IN I l I ___ _, 4.� IjIJ / ' -�_ I — I, 11 I I I I I I I I I I I ( I mo.II II k L. 1._ --- - - 7T _ - C + __ �_ • _te. / - ,,,,„4._. s . w; _,, 1 1 4r 7 I xz �. III' if' I IT I � L - r I ! — PHASE 2-SINGLE FAMILY HOMES PHASE 3 SINGLE FAMILY AND I -� T II, PHASE 1 -SINGLE FAMILY HOMES �p ' (COMPLETE-FOR INFORMATION ONLY) a I Cr � i� I I II __ J I; I I I I f ICI Ik - 11�— -- TOTAL PHASE AREA: 22,43 AC - +i � 0 P ET } �- 1` — ---- ,� ---- —� TOTAL PHASE AREA: 22.25 AC SINGLE FAMILY LOTS: 60 MULTI-FAMILY HOMES 41 - ` ,,ii_,._ -----— ; -� ..- ?-. ,P -r 1- �� III 1 r -- — SINGLE FAMILY LOTS: 47 v 141 - � _ _ I l --I - TOTAL PHASE AREA: 13.70 AC __ 5h y _ - a_ + 'T.0 . } I({ ,11` COMMON WALL LOTS: 4 SINGLE FAMILY LOTS: 1 -.------ - ,.„ _ - - 1 I I I I. COMMON WALL LOTS: 46 .o-.ay..�r,, ti4 - �: a•.� II■-� � I TOTAL LOTS: 64 1 f - --• - I _ MULTI-FAMILY DWELLINGS: 50 7 �y +fI I7 I• TOTAL LOTS. 93 TOTAL UNITS: 64 '.,T.. I I I I 1 P■ II I I1J - �L_ �'7 I I (. t 1 TOTAL UNITS: 93 FFF KKK... -n N`I I 7 F I I� I 1 1� 1 , + ( COMMON WALL LOTS: 36 r.i yFial-.-r a E."....,/ �F `-- -- �C ' 7C -." - 1�.._ '� I 1 - NOTE: TOTAL LOTS: 42 - R ' v TOTAL UNITS: 87 ~ m`L'p"-," ,..innw ",�"' '7 A!ialO�'WP? `` PHASE 1 NOT INCLUDED IN MASTER PLANNED , 111 4 - -- J -rI DEVELOPMENT. TRAFFIC IMPACTS FROM PHASE 1 I — i +I{1 AARE NALYSIS. AS PART OF TRAFFIC IMPACT - .,.- - r a 1 UHF Qk1P P F) I ' J -61-0 PHASE 4-RV PARK/ PHASE 5-2 COMMERCIAL LOTS PHASE 6-SINGLE FAMILY HOMES 1 RECREATIONAL AREA TOTAL PHASE AREA: 8.99 AC TOTAL PHASE AREA: 29.61 AC I lir TAP HOUSE/RESTAURANT AREA: 7,520 S.F. SINGLE FAMILY LOTS. 112 p - TOTAL PHASE AREA. 1523 AC IIrt 1PATIO: 1,400 S.F. TOTAL UNITS: 112 +rI 7r RV STALLS: 71 GREEN SPACE/YARD: 45,737t S.F. ,t+ ,- CLUBHOUSE: 3,625 S.F. (2)OSR: 2,510 S.F.EACH 7 al OFFICE/STORE: 10,200 S.F. HOTEL: 110 ROOMS 1 �It TOTAL RESIDENTIAL ■ Bg g�+ TOTAL LOTS: 311 IFi ECL 11 r E M J 1 Ill TOTAL UNITS: 358 II n ! ) FEB 2 �� lIJ 1 INDEX PLA jI,:i4 DIJ. JOB NUMBER DATE PRICKLY P HOLDINGS SHEET 2803 River Road �`y'I'-k 4 _ 221 i s i 2 03 24 Yakima,WA 98902 ;���°F'[v4•a;f' DRAWINGLE NAMES CHAMPIONS PARK ... HLA 509.966.7000 if '" YAKIMA COUNTY, WASHINGTON OF Fax 509.965.3800 � yf+37, = - /alb :�� Engineering and hand Surveying,Inc, www.hlacivil.com E n,E, t�" — DESIGNED BY: MRH OVERALL SITE LAYOUT 7 REVISION DATE ENTERED BY: MDH 419 N W •E I f I 43 3..' 1 248.53' 419,09` 37.5' I ' 37.5I+t 37.5' �+- -�- 37.5' -- 37 5' - 37.5' �+--� 37.5' 37.5' 40.69' +0' �+40'�w4D +4D+ d0' 4D �- x --% x-- x—� x Y x x—x x % % % x x x n x,r�,I II , I I ILL I LL LL Mu) emu) , u) (9 u)I N. a, u) O (n r- u) 7fn 7 (.0 7u) 7 (nl 7 (nl 7NI 7 (nl (n I� it) N (n N (n Cc I Ncn Ncn. I N (n ry vs �° co co +I M +I co +I co +I co +I co +I co +I A +I co +I A +I c' +I: co +I co +I ' A +I co +I (°) +I A +I : co 41 M +I A +I (-) +I A +I (+5 +I +! I owl 00I ,- (O 1- (1 1- E. o0I o71 f- (o1 ~ cI 1- OI F- ce I- OI F- (OI I- (01 � (O1 F- DI�FM 1 F- p F- O 1 F- p I Fp I~ p I F- p 1 1—A in in rn in in in rn O in O (n O in O in O in O in O a? O in O L. O co O O co O c O co_ O a O O<? n m 48,031±SF` I J J I ( I J J (.61 J (rj J Al J (j. J Al J (rj J (h'I J M J M I J O J M J M J M I J M -J Kt 0 co 4 LOT 3 1 LOT 3-2 _ M M M M M M M J ") 11 rL I I- or ,-T,� T Ti_ T `i 1- r I— T - I i ,r41.55�F- w 30T3-1 °p 'T -� T, -�_1� i I- J �- .:. J I I J r �-r _ - II -- `' - - 1 - T - - r----..1._ -ter-r �r _ir - - - �_.�.-.-_ r'3 --- -�,- - ,,.I. 1 - 4' i _.4 'f .LT_ 1 .I7 _ N LOT 3 35 5.865±Sr 1 p • rn g ,� r,�; te _ --' r x - — . . — I co?) `� I (� of ,� C M Al 1 CI) .II �, •�� k I lI l I 128.24' ` i I I o F- I- (No O -�-r~feir a `t -I I I III I I l H b 1 p a 1 O •s 1 (No .1-_`___-_,� I.. _f'"!�� I r °� r I ,� I I}N J I I � co JCS I -1 c J � r r r r i t i -.. ■ ° 1 m I I I I I I li is m r7 �- nol tL¢ J,o-LOT 3-34 5,902±Sf> I l I L 1- - 3 - r I� -I` --11- -L���+', Y' .yl LOT 3 41 49,852±SF } f (n o. cn Q (n rn a,I 127707_ I I -1, - -1--- -I-__ I w ---r l I LOT 3 40 51,052±SF l +I T) +I +I a +I 11 1,1.52.5 +52.5'--t+-52.5' 1. 52 5"---1 al- �'_ - 'n p m (n oo r co cy In I I I I +� (i + °° co 'al - �I JLOT 3-33 5,848±SF 4 1 I f w I I 1II I I m m (o (o 1 j I I I I I I M M Cr) co _ 125 91` J • 11 f _o l� I J. co I A A I A I LOT 3-32 5,785±SF I I I 1 LOT 3-42 O O O O N I }}1 65,778±SF J I J J ,I J t I -� -I I I I 1 r x x---x x x -x—x—; -x x x x x % % x z—x x -x=x x x—% x x=x—x x x x )( x x- x-, I 510.04' �-+ 268.46' 'I 275.53' �+35 -�35' +-#35"-I - 12x- . I I I f 1 I I0 . I 17 I I I I• 1 I 1 I 1 • j • I LOT 3-31 65,130±SF 1 60' I : �.1 I� �� 209.99' �� r 5. I ; 1 itIL I IA LL I CO 1 IJ b . "- O - PHASE 3 __Ili,{. �_1 .r.. I-' i. -. .,._, J _ _ --- ------_- ---- -----_- v -- PHAAE 2 1 1? _ *... F i r *. 7 I r 1 ; ' �;104 9s' � .-� — -- __-~---------- ----------_ -� — — 1 id.—--I--I------L II---_-----i I-� --- _ �— I "_� x x `Ix�x x,x. x x x T 1 / -- — . Id I I 4,1r;d4► CONTINUAl1i7N SE SHF9 - - o✓'sr.+r �J I��ii INDEX # =PU ; JOB NUMBER: DATE:'P. r�` s L.0,•f SHEET 2803 River Road ,.NV!.4'..� 22115 12_G3 24 PRICKLY PEAR HOLD I N Yakima,WA 98902 .;`��4i�I.t``',''ri.'` FIFE NAMES: 2 509.966.7000 ni" DRAWING: 22115.dwg CHAMPIONS PARK Fax509.965.380011 � YAKIMA COUNTY, WASHINGTON OF y t et 173i :.., Engineering and Land Surveying,Inc. www.hlacivil.com •1•�7�r Is.k:�; DESIGNED BY: MRH 7 $ SITE LAYOUT REVISION DATE ENTERED BY: MDH 420 �1 N W40 /0E o aD IIIIF S PHASE 2 • PHASE 6 CONTINUATION SEE_ SHEET 2 ■ - IC I •} cli r 1 I I - _ I I } I I N I I mi x , �x..%•r x/ x �xR ~x-x- x x x -xY x x=x x ----'--------_..__.L-._.-.--.^---1---------- - -- ---- -•_•-_- - _•_• -- 70I70 a3 63' LOT 2-39 il tO I LOT 2-40 LOT 2-41 I LOT 2-42 LOT 2-43 n I LOT 2-44 o , ! / / . /1 I a I I- r I t I. 'J 24,288±SF I, 18,617±SF 16,724+SF I� 16,757±SF m 18,940±SF ,, 19,405±SF Rom! / f / j LOT 2-5 I'�, LOT 2-6 Ito LOT 2-7 lin LOT 2-8 I u LOT 2-9 I,`°y LOT 2-10 I of LOT 2-11 �O1 I� 16 ad / / l8,130±SF o7,700±SF It7,7001-6F �7,700±SF o 7,713±SF '. 8,091±SF 14,638±SF„_ t i c I ! / / I I- JJ__ ! l , I I I F - 1081TI - "1470' - li I aN T g LOT \ �; '��- - -T- "- tT1----- �---------1---TI ----------i-----TI �� 10 070±1SF `' 03 \Q�� �' �+ � �-tf-I- ----1-- --- - -_- _-_ __ ¢-_ ov a ^w \ \� _l_ - W1___v --7 I iI/ - - 1 _ _ o,_-+'� �\` .,� `Cti . � - -123' - a1 2 _ I I I '�LOT 2-38 \\ r/i _-/ ` 1 I -_--,, I '1l I \ f p� \} LOT 2-13 +o� 15,506±SF ; .�� i J ._- I o � I I I IQ I9 IN I IN \7 \' t'1 �1 1 9,000±SF 117 d f/ c I.- I I " - - 10' 1 7 43 5g r_ J ` '!r LOT 2-45 LOT 2-46 LOT 2-47 LOT 2-48 I I I I I LOT 2-53 I LOT 2-54 I LOT 2-55 I LOT 2-56 ( LOT 2-57 1 LOT 2-58 1 I r • .- - U l7 13,508±SF o 14,560±SF - 12,773±SF 14,121±SF 1 I I I 1 I I . I __ -- - - - - - - I I 1 8'7s 98 SF `9,00 5±SF 9,000±SF 9,0005±SF 9,0005±SF 8,0351$SF I f -T I I I f 122' 1 - - - - �f - - = I LOT2-14 rn o I I I I I I I I LOT 2-64 1 LOT 2-63 I LOT 2-62 I LOT 2-61 I LOT 2-60 LOT 2-59 r I I 'I 8.580±SF I tn o LOT 2-37 I I / -s' ' j 9,262±SF 9,000±SF 9,000±SF 9,000±SF 9,000±SF I 9,152±SF 1 I 110' _ 14,387±SF I //.. I I - �L n1 I j I I I I I I I I jP" - - - I ' -a I ► ,1 112' r `, 112' "I "I j I I- NI I� IN IN I I 1� 11 '44'-I `- r/4 I LOT 2-52 LOT 2-51 LOT 2-50 LOT 2-49 I rz - - - - - - I I 13,508±SF 14,394±SF 12.946±SF I 13,866±SF p I I I ^ 3 I II I^ I ; I LOT 2-15 I ENTRANCE GATE I I I I o I I 8,580±SF U II 1 rI� ' I T- 110" LOT 2-36 \t1/4 ` V ` 1 ��asM■ r��-+eroeeeerr waAaa�rer-�»wnwl� e • �N 14,968±SF 11 `�\ ,ri - aiD +- - - _ - - - k_ 77 1 1 I V'"` I I T... _y I II I LOT 2-16 = n f 165„05' 1, $'Cu 1 t�. t ��° 1 ,.,,, I f - I l _..i h(I LOT 2-27 it LOT 2-22 - 1 I IR w LOT 2-21 I I i - - t I 11 > \ J 1 ISI j I i 8,712±SF 9,039±SF I I j I i 10,866+SF 11 j. i j ii 1 a LOT 2 35 w/ .r� - - - - - - -' 1 - \ LOT 2-28 I� I -121.04' -125•----H r I 1 I ' / 1 as a4' 1 I LOT 2 17 1--- i' I I / / 9,743±SF 18,719±SF '!/ h / '.'1 o I`t- - ¢1 13,648±SF I 1 L 4,- _I-1 4-1-1 1 - - r I J 150' ! I '�f I O G.,I y119.7 1 160' I I I I l a `SO"-6- 15117' � I - - - - - � 1 Pi iRJwL8OT2-278± F6 n 91L0T2-2325±SF I` I ' rI,1 1L,151+_SFjI-f..j~ 13}� f s iv a l I I Il 1, b 1 4 I - �:1e -}3368 r �jj , LOT 6 87 I 8 o . I I 1� - r 1--4 122.1:I A. 125' I I 1 10,587±SF m LOT 2-34 C, LOT 2-33 LOT 2-32 LOT 2-31 LOT 2-30 I LOT 2-29 I I II i I o I I N I I LOT 2 25 I a.` 21,107±SF 12.934±SF 14,186±SF 14,611±SF 15,512±SF "l 12,320±SF I I LOT 2-24 r • 1 - - - -�-' - r�r ���- m I 9,280±SF s+ 11,382±SF R _ n1• - - -, C u M1I V ' I Icc' LOT 2-19 2• w _+ �_z . - _,-%, Rf 11,988+SF I >��Q - -1 J gnu_ PHASE 2i 177 rT1�93.65' - s5' 95' t - os.z 23 37 so �L''^ 15O ■� - j� -� -1� .- M -�.aair-ea-�a-M-M-tFrw,rr--����tFay- M�M- �r-�F�. y Gr-a■ a•a a■ -a-r w a M-r lA■ - '! t, - i ..t- I '-{ I� Li PHASE 1 I I - x ' x-x,xx v I ,; ,,� �. �1 CONTINUATION SEE SHEET 4 • I 0 2D2�. PHASE 1 : PHASE 2 ; PHASE 6 s r v{TY Q 1 KMA DIV. JOB NUMBER: DATE: SHEET 2803 River Road „NV.).►e% .it 22115 12-03-24 PRICKLY PEAR HOLDINGS Yakima,WA 98902 2�`,,;.``1m1wic+e FILE NAMES: 3 509.966.70007E { - DRAWING: 22115 dwg CHAMPIONS PARK IL. II T J Fax 509.965.3800 - , YAKIMA COUNTY, WASHINGTON OF 4 378 - 7 Engineering and Land Surveying,Inc. www.hlacivil.com �' N.-n It\v.� - DESIGNED BY: MRH gY� g, �,,,,,.�. SITE LAYOUT REVISION DATE ENTERED BY: MDH 421 N W $E O ■ ✓ S _ PHASE 2 : PHASE 6 � IG i`V j CONTINUATION SEE SHEET 3 • I . i T • I 413 - - `� IJ. PHASE 2 I I I I ' I I I I � i -. :11 L� 21; ,.: WFEB 2 �1 2f 2 . . . - -lr ,des• I x x x k , �'�' •�� 2 ,.� I- 9.3.25.---«-I �■ PHASE 1 ,n.83' co. _ J r--- •_•_•.F_""'I - „ �.`.,� I .1 i� w 4�1TY OF YAKL LOT 34 . LA I LOT 33 • 1 LOT 32 . LOT 31 , I LOT 30 m 1 LOT 29 p LOT 28 . I LOT 27 _ I LOT 26 . 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B' �� �* — — — o 8,504±SF i f I, I LOT 71 I I I I a x I 9,542±SF 9,450±SF I 8,755±SF I I I ■_a I 7,170±SF I I t I I I � 1 '2-49' - - - -4.88'— I ( I LOT 24F i low I I 118.15' I . . x 74.47—�i l 1 1 �74.44 �"x • I i� 37.38' 139.99' Ir r* " '■I I o i r I N _ _ — '1 I I I O I I" LOT 85 LOT 89 I II l ) I LE rr 11,899±SF• I ' ` - _ — — — LOT 39 II r I of o - ml ` 11,733±SF m =; 1 i �ara �.. z8,465±SF 1' ' 1= NI "'I N I 38. — 39.99' - Y i ——. - co I LOT 70 LOT 73 LOT 74 - LOT 77 - LOT 78 LOT 81 LOT 82 I` n j f — �_k w —_—� ■ �, 18,238±T;i1,2___7.4.,_7s 2±SF 8,272±SF 18,272±SF 8,272±SF 8,272±SF 8,141±SF� I I s W I '. ��y, - , _ fir_ _ — — i D ` f 1J -,a —- l ..■� ■ lrr■sir6rrrrraurrr■samaaaaaaaaaaaat■� . -. z :�J fl —0J.� . 1 , , , i4 ,.; ,,,. 2 — :7•' 1 . 1 LOT 84 a LOT 90 I1 I '' ' i N• �,� . i 11,846±SF I 11,899±SF�=5s ! — 5 - sI, .5 . . y _ ss ems,—a I II—' 1 IIwr1' '4` w --.—ar 1 .h __ w —N x ,�— _" ,ya----- w_ w�-�-` I ! - '- 1 m e a I ! 140.03' — 139.99' -.■'r " — — — LOT 23 N I _ _ _ _ 1 _ I �— - !I '_ .1 +►• 2 2Y=— 2.5 - � 1 s'7Y •3.37� 90' s.65' I 12,049±SF cn i LOT 40 I • ( LL LL LL LL U. I U- U- _ U- U- U- U_ I �/ L . ,ri rn CO v1 co CO in v co co cn N U) cn o cn rn co v1+ I • 'I LOT 93 LOT 92 LOT 91 I I i 5 355±SF I • I(D I co m I m N OD I co iv c0 +I I aO +r co +, I f° +1 c `n ++ 1 an +1 I I ' y I 1n I li +I +I +I +1 I +1 +I I FN I 8,941±S F _ _ I I •I •' I— CO - I- CO I- ao I- opr I- to 1- car--; I- co I- co n I- eo I- eo h I- 92 I- al I G f 9,801±SF an 9,450±SF I IO M O o O o O sari O o O � O o 0 o O o O o u O o O I J ciI I • rl. j I x I I`� 1--� I Js I J v . 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' as' - 85' a.I. . .' �I � , 74-fpi74-fp=ie. ,,,m -V-plc x �i'rx�---w..k wee _ ..Cuf�z •m' x - I PHASE 1 I I,; 4,018±SF (PLP #002-23) CONTINUATION SEE SHEET 5 T Qca PHASE 1 : PHASE 6 (COMPLETE) ik ,iE',> # ---- _ - JOB NUMBER 12-0 PRICKLY PEAR HOLDINGS SHEET 2803 River Road `,14'I,r,y 22115 12-03 24 .1 Yakima,WA 98902 W�1,"� t'vi�r� FILE NAMES: `t .4*. HLA $09.966.7000 �= Jrl DRAWING 22115.dwg CHAMPIONS PARK YAKIMA COUNTY, WASHINGTON OF Fax 509.965.3800 .�,,3iT �., lir Engineering and Land Surveying,Inc. www.hlacivil.com �-`,, \iy1. 1 - DESIGNED BY: MRH SITE LAYOUT 7 REVISION DATE ENTERED BY: MDH 422 N CONTINUATION SEE SHEET 4 -'3 atI J Of J O� ❑. '..I %,. - ;ZIP 1 j1.- -115 01_-I_�-1 l sn I ri I .1-1 +„ 1 �' � I ff j .I 1 W E _.� I f li ir�l I 1 I -I M etLOT 6-90 PHASE 6 0 1 s ,,. ,. _5 .a t00 1 9.431±SF PHASE 1 [ Ll4018±SF I LOT I78 1• - 78.- ---+-•+-78' - 75.87' .. �J4-'2I 4_• II -- - rli►� ��(PLP #002-23) x j LOT 15 - - I t I III I I M I 4,Q07±SF o 1 v i•1 FEB 5 (COMPLETE) i_'. LOT 14 I =1 LOT 6-91 LOT 6-92 LOT 6-93 LOT 6-94 LOT 6-95 1 LOT 6-96,I LOT 6-97 N 00. Ni- o 9,384±SF 8,712±SF I 7,566±SF I 7,566±SF I 7.613±SF of 7,649±SF 10,632±SF (,i j Y OF YAKIltlil I 4,007±SF o J i l I I _ Ii �� 9�:;iG D1`- � - ,w•-! ` I LOT 13 i.- 1 I - - _oil_ - I - - rill_ '` /` TT f 4,007±SF p I I + rocwwor.�Qlrlruerrrrelrolra�r�y¢¢ ,� /r1�ry / 72.23 A g k -4 l0ai v ---T--'r T -L,_ �$Oc 1 i i ::. t Ill LOT12ri ,�° a 4007±SF oo `k`- - 1 - - aw - _ ` i � ( LOT 6-98 0- -` X k ---^- I 8 w T ` I �� � 8,148±SF -! I LOT 11 n K I 1 I I •e ` - r j 4,007±SF I 1 I ri r°i \, a 1 102.56' ',.1. 1 ,2 1 00 ' 1 1 ' 1 LOT 6-107 I LOT 6-106 I LOT 6-105 ) I - Si 50' ta . 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IC i 140' - _ =ss ss -ss .� � ss.� ^---ss- ss - _ 4- ss ss' ss-.•---3. .. -_ I I[p l 1.1 � -- � � ` _-� - - .I,L. • -d i'• -1T .1 11• i _ III - o .: �. ,�I) ` an �� �y} r r1�dT�1 :IT�•'tp _ - .-fir- - �_ .� -- ____ _ - Itl11yH I-x I I I I `I LC}T 40 fl I . o I I El I I I I I 5,355±sF II FUTURE •FUTURE FUTUR FUTURE FUTURE FUTURE FUTURE - I FUTURE j' z I , I I LOT 1 LOT 2 LOT 3 �i LOT 4 L 5 LOT 6 LOT 7 LOT 8 E I I z 8,455±SF 8,476±SF 8,476±S 8,476±SF 8,476±SF 8,476±SF 8,476±SF 8,476±SF LOT 41 0 r FI I I I I I I , il . 11 I I I I • 5,403±SF ; {. _ x ! tl H 73.29 I '-73 7 I 73.7' 73.7' 1 3.7' t 73.7' .-I-• 73 7'- �} Li_ ,�� a' 1 ND E.',;(di JOB NUMBER: DATE: P R bK'�'4` AR HOLDINGS SHEET 2803RiverRoad ���1'1 �tfr _ 22115 12-03 24 r L i . • HLA iYakima,WA 98902 ..:.t.�."°'1'"`'� ••` FIDE NAMES: rJ DRAWING: 22t,s dW9 CHAMPIONS PARK 509.966.7000 _ •{ "r, YAKIMA COUNTY, WASHINGTON OF Fax 509.965.3800 a' - . Engineering and Ladd Surveying,Inc, www.hlacivil.com l�OA a}4`. - DESIGNED BY: MRH SITE LAYOUT 7 REVISION DATE ENTERED BY: MDH 423 N 1 "A Yaws;,,,- 5; Imo..:;5 ■ 0 50 100 200 • PHASE 2 .. PHASE 6 W it it E �- : - a 2 Inl A if; PHASE 6 ■PHASE 3 t ■ _ I $ ■ - - - - _ - -fir -N - - - -- -- -- - - - - - - -I- - - - - - �'� - - - - I ;`', �;•, , r ■ _ _ -4-4 --Ir - -�- '389"-584201t4'E yS ''3lSr'20"D•?'=' ►, I-r- -- ""R- I - # Le.__- Ir. a I ---- `f H I I 1 I I I 1 r LOT 2-11 LOT 6-1 11 1 I III LOT 6-79 t LOT21oI� 16 I I I I I I I I . 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PHASE 6 #_Ca.,___--- . - JOB NUMBER DATE: PRICKLY PEAR HOLDINGS SHEET 2803 River Road ,�N.V.1.<<•�r 22115 12-03-24 Yakima,WA 98902 ,',rtsfCHAMPIONS PARK �i}s i FILE NAMES: 6 it,. 509.966.7000 / '� - -DRAWING. 22„s.dW9 YAKIMA COUNTY, WASH NGTON - OF HTA Fax 509.965.3800 ? lir ngineei'ing and Land Surveying,Inc. www.hlacivil.com x\\rr� �i r,.�� DESIGNED BY: MRH SITE LAYOUT 7 REVISION DATE ENTERED BY: MDH 424 N RECEIVED W...E EMI FEB FEB Oi 2025 PHASE 6 PHASE 4 PHASE 4_ ; PHASE• 5 s CITY OF. YArKli`: A g iN Fs I .__,_ _ __ 7 - -s mr _— *." , •:s4--.-ys-ss--rirss—ss ss—ss—ss .s a ss . ss—ss } , f '- ss E) r 9 1 s..: -,. _ ,a-mium • arc. .1 fir w :. A f I 663�621t SF� I o II .w�■lau aim y ip 161 ell I I 11 w= N E t 3,625 SF i 1 s 2,510 SF �; gg i 1 I 8,376E SFQ i I it I I N 1i • E III i 1 } 1°°. — cep' -- •_ .i !'r tom' III { I — 7,520 SF 1 �� I . 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HLA2803 River Road ,�ti1` ' -i•Yakima,WA 98902 -`,•,.` ,..1 J``509.966.7000 CHAMPIONS PARK ''` l Y _ YAKIMA COUNTY, WASHINGTON of Fax 509.965.3800 ` '�' .6.- ' DESIGNED BY: MRH 7 Engineering and Land Surveying,Inc. www.hlacivil.com ,,,, ‘1 tSITE LAYOUT REVISION DATE ENTERED BY: MDH 425 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER D DST Review DOC DOCUMENT DATE INDEX# D-1 DST Request for Comments 03/07/2025 D-2 Comment from Kirsten McPherson, Development Engineer 06/17/2025 D-3 Comment from Randy Meloy, Surface Water Engineer 03/11/2025 D-4 Comment from Glenn Denman, Building Official 03/07/2025 D-5 DST Comments in SmartGov 06/17/2025 426 8 c.9 o+ d oi E 1 a i v d TO el a, '^ Z V1 np R W c y lo 8 rtr�r > a 0 64 in O N 1 tn N —tii Q CA Z O O > N a c y d co Z p a fl ZLU I E w Q co' t m 5 Q O O al - $i a Q Pi o aaz o 2 guy Q Z V NI } a L d I� - a LU a a a o O - a tam' O • al °J Ma. GG N .c4. 3 N O 2 a o � _ 11 a I zo V � V Fai � tF- el NV= oA • N C � t C W W I' N 1 ,1 ono' A PI .. z z Syrr M g •jy0 4 0 ~ V �j� UPC' `t, :' o INDEX a w zw O 3 0 3 �., 427 ate., • • -•&tom COMMUNITY DEVELOPMENT DEPARTMENT Code Administration Division • 129 North Second Street, 2nd Floor Yakima, Washington 98901 N Phone(509) 575-6126 • Fax(509) 576-6576 • =,� codes@yakimawa.gov • www.buildingyakima.com , kltl R,1'I F,1 ,lztYM..n. March 7, 2025 Eric Crowell City of Yakima Planning Division 129 N 2nd St. Yakima, WA 98901 From: Glenn Denman, City of Yakima Building Official Re: DST Comments: PD#001-25 S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE Pursuant to the Chapter 5 of the Washington State Fire Code (WSFC), publicly available fire hydrants will be required along streets spaced at intervals that will provide required fire flow coverage for proposed structures in accordance with WSFC Appendix C. Installation of approved hydrants must be completed prior to final plat approval. These findings are not intended to be an exhaustive review of this proposal. ,�a Yakima �`' lid 9 4A�d 2015 1994 428 City of Yakima Stormwater Memorandum Date: March 11, 2025 To: Eric Crowell Assistant Planner From: Randy Meloy Surface Water Engineer Subject: PD#001-25 Prickly Pear Holdings Eric, As this project involves clearing or grading one acre or more, a Large Project Stormwater Permit shall be required from the applicant. The requirements of a Large Project Stormwater Permit are: • Drainage plan(s) and calculations • Stormwater maintenance agreement and plan • Proof that the maintenance agreement was recorded in the Yakima County Auditor's Office • Construction Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver. The Construction SWPPP (or Erosivity Waiver Certificate Statement) shall be reviewed and approved by the Surface Water Engineer prior to any grading or construction. A Temporary Erosion and Sediment Control (TESC) plan shall be submitted for approval. • In lieu of turning in a Construction Stormwater Pollution Prevention Plan, the applicant can satisfy this requirement by obtaining a Construction Stormwater General Permit through the Washington State Department of Ecology. A copy of the signed General Permit shall be delivered to the Surface Water Engineer. Go to https:llecology.wa..govlregulations-permits/permits-certifications/stormwater- general-permits/construction-Stormwater-permit for more information on how to apply for the General Permit. • A narrative explaining how Core Elements 1-8 are being satisfied. • An operation and maintenance plan for the perpetual maintenance of the facilities is now required. INDEX .�� 429 Grading and/or building permits shall not be issued without the project site first passing an erosion control inspection. Complete stormwater design plans, specifications and runoff/storage calculations supporting the stormwater design are required pursuant to the Eastern Washington Stormwater Manual and City of Yakima standards. These plans and control measures must be completed by a licensed Professional Engineer and then be reviewed and approved by the City of Yakima Surface Water Engineer prior to construction. UIC Registration - Stormwater In accordance with the August 2019 edition of the Department of Ecology's Stormwater Management Manual for Eastern Washington(SMMEW), Underground Injection Control (UIC) wells constructed on or after February 3, 2006 are considered new and must be registered with the Department of Ecology (DOE) 60 days prior to construction. To register your UIC wells, you must go through the Secure Access Washington website. Go to https://secureaccess.wa.gov/ecy/wgwekportal/to create an account and register your wells. UIC wells that receive polluted runoff shall retain the larger of the 100-year 3-hour and 100-year 24-hour storms and shall be designed for treatment using Table 5.23 of the SMMEW. More information on the Industrial Stormwater General Permit Notice of Intent can be found at https://ecology.wa.gov/Regulations-Permits/Permits-certifications/Stormwater- general-permits/lndustrial-stormwater-permit. Randy Meloy Surface Water Engineer City of Yakima (509) 576-6606 ,.r .;vl ��y INDEX 430 DATE: June 17,2025 TO: Eric Crowell, Senior Planner FROM: Kirsten McPherson,Development Engineer RE: PD#001-25—S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE— "PLAT OF CHAMPIONS PARK PHASES 2-6"-(Parcel# 18120322005)— PRICKLY PEAR HOLDINGS LLC Project Description—Master planned development: The Champions Park Mixed Use Development spans 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots(60 single-family,4 common-wall).Phase 3: 8.65 acres with 42 lots (1 single-family,25 multifamily units,36 common- wall,and 1 floodplain lot).Phase 4: 15.23 acres for an RV park with 71 stalls,a clubhouse,and recreational amenities.Phase 5: 6.99 acres for commercial development,including a tap house/restaurant,QSR, hotel (110 rooms),and greenspace. A balanced mix of residential, commercial,and recreational spaces in the R-1 zoning district. This project proposes that 85 acres be developed into : Phase 2: 27.46 acres with 64 residential lots (60 single-family,4 common-wall).Phase 3: 8.65 acres with 42 lots(1 single-family,25 multifamily units,36 common-wall,and 1 floodplain lot).Phase 4: 15.23 acres for an RV park with 71 stalls,a clubhouse,and recreational amenities.Phase 5: 6.99 acres for commercial development,including a tap house/restaurant,QSR,hotel(110 rooms),and greenspace.All improvements being done at Parcel#18120322005,also known as "Plat of Champions Park Phases 2-6". The property currently is vacant parcels.The proposed development will cause increased pedestrian and vehicle traffic without adequate safety precautions for pedestrians. The proposed development has the potential for more frequent trips in and out of the property. Current frontage infrastructure is not adequate enough to handle the new proposed master planned development that is a balanced mix of residential,commercial,and recreational spaces in the R-1 zoning district. In order to alleviate the resulting impacts from the change in use proposal,the City is requiring the following improvements: YMC 8.60 and 12.05—New curb,gutter,ADA ramps and 5' sidewalk,including associated storm drainage,shall be installed. Street improvements shall conform to standard detail R3. New sidewalks shall be constructed per standard detail R5. YMC 8.64 and 15.06.065—Residential driveway approaches are required which meets the requirements of this chapter and standard detail R4. Driveway width shall be a max. of 20'. YMC 8.64 and 15.06.065—Commercial Type 1 driveway approaches are required which meets the requirements of this chapter and standard detail R4. Driveway approach shall me a max.35' and a minimum of 24'wide. Driveway locations shall meet the requirements of YMC 15.06.065. YMC 12.06.020—Right of way—Applicant shall determine adequate dedication of right of way for all new/proposed roads. YMC 15.05.040—Clear vision triangle shall be maintained per this chapter. .state. I N DEX� - ` 431 YMC 12.06.080- Street lighting- Street lights shall be installed per this chapter. YMC 12.02—Easements shall be established and maintained per this chapter. YMC 8.72—An excavation and street break permit shall be obtained for all work within the public right of way. An ENG permit is required for all civil work to be performed on site.Professional engineered civil plans with PE stamp shall be submitted for review and approval.All improvements shall be completed prior to Certificate of Occupancy. R 432 City of Yakima Development Services Team 45-7 . � Request For Comments March 7, 2025 kt J . To: City of Yakima Development Services Team From: _ Eric Crowell, Senior Planner Subject: Request for Comments Applicant: HLA Engineering & Surveying c/o Joseph Calhoun File Numbers: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Location: Vicinity of Sorenson Rd. between S. 38th Ave. & S.52nd Ave. Parcel Number(s): 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 DST MEETING DATE: 3/11/2025 Proposal The Plat of Champions Park Phases 2 -6 is a mixed-use master planned development in the SR, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2 27.46 acres with 64 residential lots '(60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities Phase 5 6.99 acres for commercial development, including a tap house/restaurant, 2 QSRs, hotel (110 rooms), and green space. Please review the attached application and site plan and prepare any written comments you might have regarding this proposal. This project will come up for discussion at the weekly DST meeting to be held March 11,2025 at 2:00 p.m.As always, should you have comments, but find you are unable to attend, please submit your comments prior to the meeting Should you have any questions, or require additional information, please contact me at eric.crowelk vakimawa.gov or(509) 576-6736. Comments: Contact Person Department/Agency 433 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER E Applications DOC — — DOCUMENT - - AT INDEX# E-1 Planned Development Application 03/19/2025 E-2 Development Agreement Draft 03/19/2025 E-3 Preliminary Long Plat Application 02/20/2025 E-4 SEPA Application 02/20/2025 E-5 Critical Areas Application 02/20/2025 E-6 I TCO Application 02/20/2025 E-6a: Transportation Impact Analysis 434 K I TT E L S O N 851 SW 6th Avenue,Suite 600 Portland,OR 97204 & ASSOCIATES P 503.228.5230 Transportation Impact Analysis Project#29070 January 2025 To: Ivan Klingele, P.E. Yakima County RECEIVED 128 N 2nd Street,4th Floor Yakima, WA 98902 E3 2 I-�U ,� 0 2.02.5 Robert Washabaugh,P.E. CITY Of YAKIMA City of Yakima PLANNING DIV. 129 N 2nd Street Yakima, WA 98901 From: Matt Hughart,AICP;Robert Olney;and Julia Kuhn,PE CC: Mike Heit, HLA Engineering and Land Surveying, Inc. RE: Champions Park Master Plan-Transportation Impact Analysis Prickly Pear Holdings is proposing the development of a residential/RV park/commercial master plan on the southern edge of the Yakima metropolitan area,herein referred to as the Champions Park Master Plan.This report documents the transportation impacts of the proposed master plan development.In recognition that this development will likely build out over an almost ten-year period,this study has been broken out into two separate analysis scenarios.The first analysis scenario (herein referred to as Scenario 1) consists of just three phases of the residential components,which has been assumed to be completed and at full occupancy by the year 2030.The second analysis scenario (herein referred to as Scenario 2) consists of the combined impacts of the residential subdivision (Scenario 1) and the commercial land uses in order to better understand how full buildout of the project will impact the transportation infrastructure.Based on the results of the transportation impact analysis described in this report,the proposed master plan development can be accommodated with the following transportation infrastructure improvements,subject to City and County approval: As part of the assumed near-term buildout of Scenario 1 (residential component): Perform a final sight-distance evaluation post construction and prior to site occupancy at the proposed site access connections to S 52nd Avenue. As part of full-build out of the Champions Park Master Plan (Scenario 2): Widen the northbound S 52nd Avenue approach to W Washington Avenue to provide a separate left- and right-turn lane and signalize the intersection when warranted. Signalize the Ahtanum Road/S 38th Avenue intersection when warranted. Additional details are provided herein. DOC INDEX FILENAME'H::129129070-CHAMPIONS PARK MASTER PLANIREPORTIDRAFTI29070 CHAMPIONS PARK MASTER PLAN DRAFT 77A 01212025.DOCX 435 UI)Y RECEI0tYAftVEttvinD Champions Park Master Plan-Transportation Impact Analysis Project#:29070FEB9 2 ® i!0[5 January 2025 Page 2 PLANNING DIV. blittellaff TI O The Champions Park Master Plan is proposed to consist of a residential subdivision that would include 220 single family detached homes,86 single family attached homes, 25 multifamily apartments,a 71-stall RV park,a 7,520 square foot high-turnover restaurant,and a 110-room hotel. Located just west of the SOZO Sports Complex, access to the overall site is proposed to occur via multiple new local street connections to S 52nd Avenue,one new local street connection to Ahtanum Road,and a new connection via a proposed westerly extension of W Sorenson Road. To better address the complexities and impacts of a large master planned development,this study has broken the analysis into two separate analysis scenarios.The first analysis scenario (herein referred to as Scenario 1) consists of just three sections of the residential subdivision,which have been assumed to be completed and at full occupancy by the year 2030.Scenario 1 would include the construction of two new local street connections to S 52nd Avenue and one new local street connection to Ahtanum Road.New local streets would be constructed to facilitate internal circulation to the individual home sites.The second analysis scenario (Scenario 2) consists of the combined impacts of the residential subdivision (Scenario 1) and the commercial land uses noted above.Scenario 2 would include the construction of an extension of W Sorenson Road to the west of S 381h Avenue that would then connect to new local streets associated with Scenario 1 buildout. The site vicinity,approximate site boundary location,and the major proposed internal circulation roadways/access points are shown in Figure 1.The specific site plan is shown in Figure 2. ,1 .5 Figure 1 -Site Vicinity Map f _tZ .. ti . tI ':-...":7 a''- - . • fi gli ' aiii,A,, ' ,,- -Ja, L ___ __ _ . , , .4.1: - I, : . i 4! 1/44 g �t. Scenario 1 +Scenario 2 Ili s. I ^ .1 , ..a-. (if [•I t I. 1 AlE r72tA%'. a sr a "t i4fii rt,i.. ._. .. - .,r 7 y ' - .a►'�ti • •L. M, u. ...,_. , -,,,... „„er _ w PA� fv. 1 DOC. INDEX Kittelson&Associates,Inc- Portland, gon 436 - RECEIVED FEB 2 0 2025 N O " CIFY OF YAKIMA = r- .) �---r 4----- -_and LOBES PLANNING DIV• 2 n 7 p 1_4 ell 1 i 7 NI CI L .40411,•,, i i ..,,,.. —,,!,,,,,,i 9 -. .2 * —41T .; TT \EI 2 f91111 g i. <0, 1n +(1) CI_Qo a (n „.„. M II ` ` ' !,a, U r O iI4I -f 1 ! -2.' / CC o c 41 a �1 `i f6 4 ,� u i' `'` __I 1 I M i- };� S q ii ° i. 1 �7� I X 3 4 s; -- _I `�1' I . § -I , I ' 1 ! -I a1 V 1* 1 � 1 I l %.,, -N-..) 7 id I .1 7 t, ? ! '[414. -1- -.1- L , .,,,„.,.. 6 , i . _ ,.,....,, , .....,_ , S i 'I_A- _ - 1y *.J r .1 Q� c rr �_ _fie prig a) ,,�4ry /'I E i I� Ei _1 1 -I I I_ I l l • n 'il •j 11 6 t !IWO- 011- 'l° r ' - r I--I-1 ''k ' a lug V) I- ,� f �f4 I 1 T 1111 _I_ N - - ,[ IM 73 r 4 ,. C F 7.N in lr? - ; t" 5 al it a I� s >` 1r1 1 R �. _I �'Iti Ia ! 1. -- 1 I .2d §� s N 11 [01 �,i) / 1 I 1 I ,./ 1 - - _.r �r C B ��� 1. .......1..-1..,.1 -1 .,_•c ...l.rl.. -kr w W , ,,mr. \1 - / , . kl t 1 1 ,eii L_ -----., 11.1 0 is+ ) (2? I. „„qq r1+nY�S B'wl , � WZ9'S � •NV � W U gi- uey ails pasodod:q.L NoAel AIa-100dbE'I-sZOZ'ZZ uer r •pWd�l,2ld' eW Iped suoldwelp-OL062\6Z\:H . -- Loa._ 437 RECEIVED Champions Park Master Plan-Transportation Impact Analysis FEB 2 0 2025 Project#:29070 January 2025 Page 4 CfnfrOF—YA1ciruwra "SCOPE OF THE REPO ' w iigprPLANOMFID111. This report identifies the transportation-related impacts associated with the two proposed Champions Park Master Plan development phases and was prepared in accordance with the City of Yakima and Yakima County Transportation Impact Study requirements.Considering that full buildout of the master planned development will likely occur over a number of years,this traffic impact analysis separately assesses the impacts of the nearer-term residential development first(herein referred to as Scenario 1).Then,the combined impacts of the residential and commercial components was assessed, herein referred to as Scenario 2.These two analysis scenarios are outlined below. Scenario 1 buildout horizon year 2030 background traffic conditions during the weekday AM and PM peak periods, considering background growth and local/regionally planned transportation improvements; Trip generation and distribution estimates for the first three proposed residential portions of the master plan; Forecast year 2030 total traffic conditions during the weekday AM and PM peak period with build-out of the residential portions of the master plan;and Development-specific mitigation recommendations. SCENARIO z IS Full buildout horizon year 2034 background traffic conditions during the weekday AM and PM peak periods,considering background growth and local/regionally planned transportation improvements; Trip generation and distribution estimates for the proposed residential and commercial portions of the master plan; Forecast year 2034 total traffic conditions during the weekday AM and PM peak period with build-out of the remaining residential portion and commercial portions of the master plan;and Development-specific mitigation recommendations. The study intersections were identified in collaboration with City staff and a review of local and regional transportation infrastructure that could potentially be impacted by the masterplan development. Figure 1 illustrates the location of the study intersections that are listed below.For ease of review,each intersection is referenced within this report using a numerical ID. W Washington Avenue/Spring Creek Road/S 48th Avenue 2. W Washington Avenue/S 52nd Avenue 3. Ahtanum Road/S 52nd Avenue 4. Ahtanum Road/S 38m Avenue W Sorenson Road/S 38th Avenue Analysis Methodology All operational analyses described in this report were performed in accordance with the procedures stais the Highway Capacity Manual (HCM).The 7th Edition of the HCM was used to assess study intersection operations during the peak 15 minutes of the peak hour.The peak hour factor(PHF) was derived from IV DE ( existing raw manual turning movement counts and applied uniformly over each scenario.The operation , analysis presented in this report was completed using Synchro 12 analysis software. Kittelson&Associates,Inc. Portland,Oregon 438 RECEIVED Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 FEB 2 0 2025 Page 5 CITY o� . Applicable MobilityStandards PLANNING DlV.The City of Yakima,which has jurisdiction over the intersections on W Washington Avenue,Spring Creek Road, Sorenson Road,and S 36th Avenue, has an operational standard of LOS D or better at signalized intersections. Also, LOS E or F may be allowed on two-way stop-controlled intersections if a signal or roundabout improvement is not warranted in certain circumstances.Yakima County,which has jurisdiction over the intersections on S 52nd Avenue and Ahtanum Road, has an operational standard of LOS C or better.However, as the portion of these facilities with the study intersections noted above are located within the City of Yakima Urban Growth Area (UGA),the County LOS matches the City of Yakima's LOS D standard. XIS N This section summarizes the existing characteristics of the transportation system in the vicinity of the proposed development,including an inventory of the existing multimodal transportation facilities,a summary of recent crash history, and an evaluation of existing intersection operations for motor vehicles at the study intersections. Transportation Facilities Table 1 summarizes the characteristics of roadways within the site vicinity. Figure 3 illustrates the existing lane configurations and traffic control devices at the study intersections. Table 1 -Existing Transportation Facilities Functional Number Posted Striped Bicycle On-Street Roadway Classification' of Lanes Speed(mph) Sidewalks Lanes Parking W Washington Ave Minor Arterial' 5 40 Yes No No Spring Creek Rd Minor Arterial' 3 35 Yes Yes No Minor Arterial' Multi Use Ahtanum Rd Minor Arterial2 2-3 45 Path Multi Use Path No S 52nd Ave Major Collector' 2 40 No No No Major Collector2 S 38'h Ave Minor Arterial' 2 35 Partial No No Loal Access2 S 36'h Ave Minor Arterial 3 35 Partial Yes No Local Access2 W Sorenson Road Minor Arterial' 3 35 Partial Yes No Local Access2 Per the City of Yakima 2040 Transportation System Plan 2 Per the Yakima County Horizon 2040 Comprehensive Plan VIULTI-USE FACILITIES Pedestrian and bicycle accommodations in the immediate and larger study area are limited to those roadways that have undergone widening and other modernization improvements.These roadways include Spring Creek Road,S 36th Avenue, W Sorenson Road, portions of S 38th Avenue, and portions of Ahtanum Road. The only study area roadway that does not have multimodal accommodations is the segment of S 52nd Avenue from Ahtanum Road to S Washington Avenue. DOC. INDEX Kittelson&Associates,Inc. Portland,Oregon 439 Champions Park Master Plan TIA January 2025 Spring Creek Road N Was . g on "V y- •" - _ i - i� ,,Y: ;,t A ,. r `., A *' M. 1 VJ _ • ... . x y" a � • �i • T } }{ r , „ i ifs i a--+ Lf. ! 'N .- _ - , , ,,e = i! Sorenson Road iI a.)S fI jorl 4/16444P. :Irn htanum .�.- I _ 1 Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave t O o co o • rjr E Y _t yi Sorenson Rd/38th Ave 10 RECEIVE,Ii' FEB 2 0 Zt?•5 E CITY 01= Y AKIN rr HIM( j - Study Intersections E -II- - Stop Sign Year 2024 Existing Traffic Control Devices Figure . 1'F - Traffic Signal & Lane Configurations 3 Yakima County, WA i . 'KITTELSON Ir, &ASSOCIATES 440 RECEIVED Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 FEB 2 0 2025 Page 7 Intersection Crash History '�l` YAK`"� ' ��A�t�tiNG glv4 Intersection crash records were obtained from the Washington State Department of Transportation (WSDOT) for the most recent five-year period from January 1,2019 to December 31,2023.The summary of the crash data is provided in Table 2,with a calculated crash rate representing crashes per million entering vehicles (MEV) over the five-year analysis period in Table 3.A crash rate greater than 1.0 crashes/MEV is often considered to be an indicator that a potential geometric or operational issue may exist and that further evaluations should be considered.As shown, none of the study intersections meet or exceed this crash rate.No pedestrian or bicyclist crashes were reported during the period. No fatal crashes were reported during the period. It should be noted that the traffic signal at W Washington Avenue/Spring Creek Road-S 48th Avenue was installed in 2022.Three of the eight crashes occurred before the signal was installed.The traffic signal at Ahtanum Road/S 52nd Avenue was installed in early 2024.All five of the crashes identified at this intersection occurred before the signal was installed.Appendix A provides the crash report detail sheets. Table 2-Reported Crash History(January 1,2013-December 31,2023) Crash Type Severity Rear- i Fixed 1 Study Intersection End Turning Angle Object Other PDO Injury Fatal W Washington Avenue/ 3 1 1 2 1 6 2 0 8 Spring Creek Road-S 481h Avenue W Washington Avenue/ 0 2 0 0 1 2 1 0 3 S 52nd Avenue Ahtanum Road/ 0 3 1 0 1 4 1 0 5 S 52nd Avenue Ahtanum Road/ 0 i 0 1 0 1 1 0 2 S 38in Avenue Sorenson Road/ 0 0 0 1 0 0 ] 0 1 S 38th Avenue PDO=Property Damage Only Table 3-Intersection Crash Rate Assessment Study Intersection Total Crashes + Observed Crash Rate W Washington Avenue/ 8 0.24 Spring Creek Road-S 48th Avenue W Washington Avenue/ S 52nd Avenue 3 all W Sorenson Road/ 5 0.14 S 38th Avenue Ahtanum Road/ 2 0.11 S 52nd Avenue Ahtanum Road/ 1 0.14 S 38th Avenue LitspC. INDEX - - Kittelson&Associates,Inc. e - co c.1 Portland,Oregon 441 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 8 Existing Traffic Conditions Vehicle turning movement,pedestrian and bicycle counts were conducted at the study intersections on April 11,2024.On this date,local schools were in session and activities at the adjacent SOZO Sports Complex were typical of midweek conditions.Appendix B contains the count data summ my sheets. IFY1'STIMa IIINTFPTCPCTinkl n' rorIi,ATWIN' Figures 4 and 5 summarize the peak traffic volumes and intersection operations during the weekday AM and PM peak hours.As shown and detailed in Appendix C (which includes the existing conditions operations analysis worksheets),the study intersection operations satisfy applicable City of Yakima and Yakima County performance standards during the weekday AM and PM peak hours. RECEIVED FEB 2 0 2025 CITY OF YHKituin PLANNING DIV 1 __.1 Kittelson&Associates,Inc. Portland,Oregon 442 Champions Park Master Plan TIA January 2025 ; i Spring Creek Road N - •I Was gton Ave iA 2 tr I 0 �� i 11 ,�s. Sorenson Road l � 5 eli r+ rot: ilk* ! — 14 _—_�. _ 'I 4 ' 1f`ltanum Raid :' am Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave En rnlical=NB I Cnlica 56 LOS=C LOS=C C OS=A 13 12 J L05=C 29724 y Del=2 L4 F 228 I 649 De1=15,2 F210 el-9.2 .-142 497 Del=19.0 140 19 V/C=0.34 36 25Tht VIC=O 29 Jr 35 =0 50 VIC=0 17 'N t' \\\,.... tr ------zi `, :•:-, rn Nr Sorenson Rd/38th Ave i RECEIVED CrIfii: =NBL=B OS <5 II. Del=10.2 4--,5 45-..x V/C<0,01 0,32 r CITY tit- Yi m1,z PLANNING DIV fd f CRITICAL=CRITICAL MOVEMENT/APPROACH E LOS=LEVEL OF SERVICE Existing Traffic Operations Figure 5 Del=CONTROL DELAY AM Peak Hour V/C=VOLUME-TO-CAPACITY RATIO Yakima County, WA 4 p KITTELSON INDEX, &ASSOCIATES 443 Champions Park Master Plan TIA January 2025 ue•" '_Be- , `�... . >:1_ • Spring Creek'Road N •■asniron 1 - u. - «�•• ' .. A - < P.J. - s4, 't� F tr 71 t IC., ' 4. J R - Sorenson Road e r`. "1} ' _. > •� ,..t + 4. 3`',, _'_ --.., : t�Iv ._ ` s w41--"N tl ` : Ahtanum Road �• 4 1 r Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave i\\\'''''"-,-4-. (_.- Critical=NB (r 1 Cicalt J LOS=B LOS=B 37 " LOS=B .29 37 LOS=C It 193 456-4 Del=192 F 78.1 519— Del=128 —771 267-4 Del=121 t—513 258— Del=23,0 F524 130 RC=0A3w 256 19 `/iC=O 18 73 V/C=O 57 V1C=0,34 E 1 / 1 f Sorenson Rd/38th Ave 0 3 Ceti RE L CEI ED I ■4� 40y De1=1 L7 -28 50.N V1C=024 j44 R tr El 2 FEB 2 0 Z@2 r CITY tit" Y n. PLANNING L)Iv CRITICAL=CRITICAL MOVEMENT/APPROACH E LOS=LEVEL OF SERVICE Existing Traffic Operations Figure Del=CONTROL DELAY PM Peak Hour 5 V/C=VOLUME-TO CAPACITY RATIO Yakima County, WA L if0C. lei KITTELSON q H r Ex_ &ASSOCIATESM'`'6 # E -(J C; . __.... 444 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 11 [KIWI O* NSPORTA. ON ASSESSMENT The transportation impact analysis identifies how the study intersections will operate in the year 2030 upon projected buildout and occupancy of Scenario 1 (100%of the residential components).This section of the report includes analysis of 2030 background traffic volumes and operations,an estimate of site-generated trips, and analysis of 2030 total traffic volumes and operations with the residential portion of the proposed master plan. Yakima County has been planning to reconstruct and widen the 0.82 mile stretch of Ahtanum Road from approximately S 42nd Avenue to S 26th Avenue.This project will include widening to a standard three-lane urban arterial section with shared bike lanes,curbing,illumination,and the replacement of the Bachelor Creek bridge.Although there is some uncertainty with the implementation of this project,it has been assumed to be constructed within the 2030 horizon year for the purposes of this study.Consistent with the overall design plans, the eastbound approach Ahtanum Road approach to the Ahtanum Road/S 38th Avenue intersection is assumed to include a separate eastbound left-turn lane.In addition,the westbound approach is assumed to include a westbound right-turn lane to better facilitate right-turn movements onto S 38th Avenue.These assumed lane configurations at the Ahtanum Road/S 38th Avenue intersection are illustrated in Figure 6.No other roadway or study intersection improvements are anticipated or are assumed as part of the 2030 background conditions assessment. Background year 2030 traffic operations capture the expected performance of the transportation system in the future;the analysis incorporates projected regional growth, but excludes expected trips generated under Scenario 1 of the Champions Park Master Plan development.A conservative five percent annual growth rate (confirmed through discussions with City of Yakima staff) was applied to those study intersection movements (east-west through volumes on W Washington Avenue and Ahtanum Road) that are most likely to experience nearer-term regional traffic growth on the local transportation network. Figures 7 and 8 summarize the background volumes and intersection operations for the weekday AM and PM peak hours in 2030.As shown, all the study intersections are expected to continue to satisfy the applicable City of Yakima and Yakima County performance standards during the weekday AM and PM peak hoursi.Appendix D includes the 2030 background conditions volumes and operations analysis worksheets. RECEIVED beg:, FEB 2 0 2025 INDEX CITY OF YAKIMA # PLANNING DIV It should be noted that without the assumed widening of Ahtanum Road and the associated lane improvements, the southbound approach at the Ahtanum Road/S 38th Avenue intersection would be forecast to operate at an unacceptable LOS E during the weekday PM peak hour. Kittelson&Associates,Inc. Portland,Oregon 445 Champions Park Master Plan TIA January 2025 3 1 Spring Creek' Road N Washington Ave ' . ' " r ..,, r'- .i d ' A k i F. rIn �: Sorenson Road 5 I. eq,0 a� rn Ai ..; Ahtanum-Rod • _; : 'i� Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave O e s L- a /_. —) Sorenson Rd/38th Ave RECEIVED .T FEB 0ZOZ5 CITY OF YAKiw41r5 'yr PLANNING DIV DO Cf* INDEX f j - Study Intersections E --2- - Stop Sign Year 2030 Background Traffic Control Devices Figure is t -Traffic Signal & Lane Configurations 6 PI -Assumed Future Lane Yakima County, WA KITTELSON - ,&ASSOCIATES 446 Champions Park Master Plan TIA January 2025 " ~ , Spring Creek Road N 2 A 441 !r' .5a enMite ° i' - r. '_ • • iii Et ♦4-- 4; • Sorenson Road f- 5 rlafir k.a co 4.1 . Fill-r.:4 - ST fn Ahtanum-RQad _t4 r , , �i. t Q . Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0/7---- 0 ___ 77.'-'--Tfi 2 (71: L(---..-"''\\Critical=ND Cnlical=56 = LOS=C 67-, LOS=E �13 12 LOS=D 29 ( L036 D1=21.5 4-•296 844 y DeI=19.0 F 273 610 0 DeI10,0 •1—135 616 0 Del=25 6 f-132 V/C=0.43 pc,36 257 VIC=0.37 ir35 VIC=074 V1C=0.23 \\N'ss----- 2 Sorenson Rd/38th Ave 0 C Critics=NBL LOSD .-5.-1. DeI=10.2 ttll 32 RECEIVED "1r FEB 2 0 2025 , CITY OF YAKiMA PLANNING Div. CRITICAL=CRITICAL MOVEMENT/APPROACH E L05=LEVEL OF SERVICE Year 2030 Background Traffic Operations Figure Del=CONTROL DELAY AM Peak Hour 7 V/C=VOLUME-TO-CAPACITY RATIO Yakima County, WA r KITTELSON "$�� &ASSOCIATES INDEX 447 Champions Park Master Plan TIA January 2025 ' - Spring Creek• Road N Washington Ave.`' ' V: I A-): -• - - : - i › - t'- I CU r .0 • >_ i ` 4 — Sorenson Road,. s z 5 • =*' : '... r r A r`v ILL Ahtanum-R d T. , Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave d - o ® a , Cnlical=NB R 1i01 LOS=D 193 593 y Del=20,7 �—1 019 675—* Del=14.6 1,002 I 317—* Del=12 a 667 335-. Del=28,7 681 ti 130� V/C=0.47 256 19� VIC=021 �76 SIC=053 V/C=0,40 IN ( 1\ y -----"'71/ Sorenson Rd/38th Ave 0 Cnhcai=NBL LOS N /C=02 E E* C ED 40� Del=117 F28 E 50� VIC=04 �44 _� r 3 20 ?02 ' t= L Y t, u l Y ut' Y AICIM PLANNING DIV- CRITICAL=CRITICAL MOVEMENT/APPROACH LOS=LEVEL OF SERVICE Year 2030 Background Traffic Operations Figure 6 Del=CONTROL DELAY PM Peak Hour V/C=VOLUME-TO-CAPACITY RATIO 8 Yakima, County, WA KITTELSON iNIDif:X. &ASSOCIATES 448 RECEIVED Champions Park Master Plan-Transportation Impact Analysis FEB 2 0 625 Project#:29070 January 2025 Page 15 PLANNING Proposed Scenario 1 Champions Park Master Plan Scenario 1 of the Champions Park Master Plan will consist of 108 single-family detached homes,86 single-family attached homes, and 25 multi-family apartments. For the purposes of this study,full buildout and occupancy is assumed by the year 2030.Access to this portion of the master plan will include the construction of two new local street connections to S 52nd Avenue and one new local street connection to Ahtanum Road.New local streets would be constructed to facilitate internal circulation to the individual home sites. Buildout of Scenario 1 will only include a partial construction of W Sorenson Road;however,this construction will not be extended far enough to the east to facilitate access to S 38th Avenue.That connection is assumed to occur as part of full buildout under Scenario 2. The assumed lane configurations and traffic control devices at the two site access connections to S 52nd Avenue, and the site access connection to Ahtanum Road are illustrated in Figure 9. SCENARIO 1 TRIP GENERATION ESTIMATE A full buildout trip generation estimate was prepared for the proposed Phase l development based on information provided in Trip Generation Manual, 11'"Edition, published by the Institute of Transportation Engineers (ITE).General Urban/Suburban rates were used.Table 4 summarizes the estimates for the daily and weekday AM and PM peak hours. Table 4-Scenario 1 Trip Generation Estimate Weekday AM Peak Hour I Weekday PM Peak Hour ITE Daily III Land Use Code Units Trips Rate Total In Out Rate Total In Ou Single Family 210 108 1,018 0.7 76 19 57 0.94 101 64 37 Detached Single Family 215 86 620 0.48 41 11 30 0.57 49 29 20 Attached Multi-Family 220 25 170 0.40 10 2 8 0.51 13 8 5 Total 1,808 127 32 95 163 101 62 SCENARIO 1 SITE TRIP DISTRIBUTION/TRIP ASSIGNMENT The distribution of the Scenario 1 site-generated trips onto the study area roadway system was estimated based on the two proposed local street connections to S 52nd Avenue,the single local street connection to Ahtanum Road,an examination of existing travel patterns,the surrounding roadway network,and the available travel routes to local and regional destinations.The resulting trip distribution pattern and trip assignments from Table 4 are illustrated in Figures 10 and 11. SCENARIO 1 TOTAL TRAFFIC CONDITIONS The 2030 total traffic conditions analysis forecasts the operation of the study intersections with the inclusion of traffic generated by the Scenario 1 residential component of the Champions Park Master Plan.Total traffic conditions shown in Figures 12 and 13 were determined by adding the estimated site-generated trips shown in Figures 10 and 11 to the year 2030 background volumes for the weekday AM and PM peak hours shown in Figures 7 and 8.As shown and detailed in Appendix E, no operational limitations are noted. i.p.ur"d r. Kittelson 8,Associates,Inc. 11 Portland,Oregon 449 Champions Park Master Plan TIA January 2025 ,'' " -- •c. _,;:. Spring Creek'Road N Washington Ave F , - . 'p` - r_ ,4 A ,:k a.). diiii > _ _ , I 4-1 J. _ - - %FIB Sorenson Road //v. '. ff. I.l .- , . //i e:/e/y/:A....,,,, ,72/0,../. )4.7-• . 1 ..... t• • i- K` ` Ahtanum Road _ ;!-00 -4 r , , B Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave a 0 0 (Thri Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C Y \\-. ..---'1 T1Y j - Study Intersections -i- - Stop Sign Scenario 1 Assumed Traffic Control Devices Figure & Lane Configurations i► -Traffic SignalDI g -Assumed Future Lane Yakima County, WA RE ���E • K&ASSOCIATES INDEX FEB 2 0 2025 # C --.,__ CITY ui- 1.,, PtA : tNS bat 450 Champions Park Master Plan TIA January 2025 3- '"" a°,o; 1 Spring Creek Road N 'Washington Ave , .. 4. s A 1 ir✓ 1r � A . C ` / ? 1 y} � 4 li . -or ���"� � A + �`. fir.,..I .�,� F � - ' :" t f Sorenson .Road , , '' ' .. A fit . r ,/,f i 5 , a T. 7,://, ii70/:0:.:Z..i. ,ram -}_: • r ;NI . ifyi„ ,:. ,,7,,,,f . . . __ . 0. ,;,,,.A:y:47" -(;0„,„„ , ;1- ' . 1.' ti.- .,„.1,..,:,,,, ....,. . ,, /74.,. .4 "71, • - , • ..,- -,_ ,,,,, ..„. ,,,_ „ . , r-. ._ -- -4'P''' , -4..i . '.*;.•- .-0 - ' - ,. 4:1;.-Aa.vcitti ' t , L,r- , ;Z g' 1�- - T _-4 - Ahtanum* d _t., 34% 1. r "' Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0 0 0 N F J 37—► -13 Y� -5 28—► 4-9 6-..14 or13 E 1 o r N rl OI co Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 0 00 4, , ocn r ,,,-:.- \\, i— ,-1/4. N �43 I IL14 i 2. ,g �1 1 �4 u j N i 92 ..F1 \\N"-----._ ___--"") E Residential Distribution 2030 Scenario 1 Trip Distribution & Assignment Figure XX% Weekday AM Peak Hour 10 Yakima County, WA rj- E_ te KITTELSON E O r. RECE T. * t- _, &ASSOCIATES it/DE CITY OF YAKIMA 451 - P1.AWING DIV Champions Park Master Plan TIA January 2025 _ - —r — 1, 'rir ,r ° via' 1 fi- ,�-.. , Spring Creek'Road N Washington Ave. $ " - A C • v rn „'` Sorenson Road . :i- . ' . '///// 0,4t,e/./;e:7P;:,;),7„-i'' ,,,,//,/,,:///1.12//1,14'..' ?r;::1:- :,- . ,:. ,,_. 0. .,,, ,,,//i„ „,../6/7‘,17r/ ... y l'-''fe - (1.) . 1 I '''. A,, . ,:.•';l' •1' ';' I v3 10% Ahtanum-Road 4 Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0 0 0 II 5 5- 25-0. F40 19-10. .111 30 e 20 40 R �/ Nr N Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 0 0 Q ,-\: \ - !•L ( I R k29 % 9 5� `3D ►�' ►r 2 J t,:ty --••••"; 1_ J - lam` S E Residential Distribution 2030 Scenario 1 Trip Distribution & Assignment Figure xx io 9 Weekday PM Peak Hour Yakima,W ty, WA � EI Eli EK1TTELSON I D!X FEB 2 0 2025 ,&ASSOCIATES — ;(A Y Ui~- YxtiAr r F k_ pNN1NG of U 452 Champions Park Master Plan TIA January 2025 . I i z /. _ Spring Creek'Road N Wa i gton A ' - ' -.. .- 1A "SC' . '-'' -•*ll :itN ' -- — <41 • Sorenson Road , -''t.' 4-'- ' ' '''',r/F/ ..,./.41H,X.4:,,•-.',0/' , 11111 r ///:. , 1 i',4 , .,-/ • •p t, • . ', 1.: r ':„. ...74; .,,../A:,;:—."9/ -11.:'* . '-‘ . _ 4 --,4 „':, .t0: . ' fil4'":7' 14 �i- W� AAS ;t. ''� 4`+� r Ahtanum Rosy Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0 e g id Al L Crilieal=NBIL. I Cn11ca1=SB °(//7---------------,T, 3 LOS=C LOS=D 69� LOS=B �13 (T29 978y Del=220 —309 844—4 Del=27.3 —273 612— Del=10„3 �190 678— Del=27.4 —191 19.. V/V/C=0.44 J36 311 RVIC=0.5J9� 4B VIC=0.74 VIC=O 25 1 ( I ` 1 / a :I' Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 1L NBL l 1=WB Yi A �14 <5� LOS=C �9 N <5y Del=102 FJ<5 De1=91 �/ Del=9,0 658—► Del=192 �194 E <5� VIC<0 01 0,32 VIC=0.06 I <5 V/C=0.02 /4 V,C=0.13 tP____,) \\-----__ tr —.----71) Z. E. a k- CRITICAL=CRITICAL MOVEMENT/APPROACH , LOS=LEVEL OF SERVICE Year 2030 Total Traffic Operations Figure Del=CONTROL DELAY AM Peak Hour 12 V/C=VOLUME-TO-CAPACITY RATIO ;, Yakima County, WA ,..: s ._• 'I��'l' KITTELSON ,s1r"�;;,p. FEB 2 0 2025 &ASSOCIATES l -tiD X CITY OF YikKieilA _{ Pit-WiltC tC OW 453- Champions Park Master Plan TIA January 2025 1 - .;..•,. •. Spring Creek'Road �r r A_ . 'Wa - *ton 've jYs I 4. , r `~- r 901 x ix Sorenson Road t - ear:: •...:1-... - • .• 4- • ' r/ //7/4/7///e",/, :re...,,,,,/ :„..,,, ./4 .. . . /,y,,,:/xa,7,A , / . ,, , „../. ;,/,,, , ',44.' - A ,„„ ,,,,:././. .,,,, v7 -1:: > ts kr r ma x- Fr. '1 y rn 4 Ahtanum Road -c •' i„ st.r - Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 4.1 k.---- r47 ::.--. \\ Critical=NB Cr4ical=SB J LOS=C LOS 42� LOS=B 29 37 LOS=Dk 193 618—I. De1=20.9 1,059 675—P. De1=175 1,002 352-1. Del=13.2 670 354 DeI=34 5 711 130 ViC=048 256 391 `IC=0.33 118 VIC=O 54 VlC=O 43 fr \\\\,...:\ tr Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 0 0 0 8, (- ---) .j•-s' +� R Critical=NBL Critical=WB Critical=WB CrGcai=SB LOS=B LOSA 29 LOSA 9 5 LOS=D 30 40—P DeI=117 F29 DeI=9.0 DeI=8.9 361—► DeI=27.7 —710 50.N VIC=0 24 (44 VIC=0,04 =5. VIC=0,01 55 ViC=0.14 �1 `1 r tr tr E 2`rv' V? i ____,........," , CRITICAL=CRITICAL MOVEMENT/APPROACH , LOS=LEVEL OF SERVICE Year 2030 Total Traffic Operations Figure -51 Del=CONTROL DELAY PM Peak Hour V/C=VOLUME-TO-CAPACITY RATIO Yakima CountyWA = 12,,, r �:E11�E Ir/<1 KITTELSON 4 ';'' L. \I&ASSOCIATES ry FFE' 9 ri7 IL 1 841 i.-1 PtACV 454 tri ..1 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 21 The transportation impact analysis identifies how the study intersections will operate in the year 2034 upon projected lull buildout and occupancy of entire Champions Park Master Plan.This section of the report includes analysis of 2034 background traffic volumes and operations, an estimate of site-generated trips,and analysis of 2034 total traffic volumes and operations with the full master planned development. 2034 BACKGROUND TRANSPORTATION INFRASTRUCTI"PF IMPP,w'"I FA/ For the 2034 background conditions analysis, no additional transportation infrastructure improvements are assumed/anticipated beyond the previously mentioned widening of Ahtanum Road from approximately S 42nd Avenue to S 26th Avenue.Consistent with the 2030 analysis, the eastbound Ahtanum Road approach to the Ahtanum Road/S 38th Avenue intersection is assumed to include a separate eastbound left-turn lane and the westbound approach is assumed to include a separate right-turn lane. Background year 2034 traffic operations capture the expected performance of the transportation system in the future;the analysis incorporates projected regional growth, but excludes expected trips generated by full buildout of the Champions Park Master Plan development.A conservative five percent annual growth rate (confirmed through discussions with City of Yakima staff)was applied to those study intersection movements that are most likely to experience longer-term regional traffic growth on the local transportation network. Figures 14 and 15 summarize the background volumes and intersection operations for the weekday AM and PM peak hours in 2034.As shown,all the study intersections are expected to continue to satisfy the applicable City of Yakima and Yakima County performance standards during the weekday AM and PM peak hours with the exception of the Ahtanum Road/S 38th Avenue intersection.At this intersection,the critical southbound S 38th Avenue approach is forecast to operate at LOS F conditions during the weekday PM peak hour.Appendix F includes the 2034 background conditions volumes and operations analysis worksheets. RECEIVED r EB 2 0 2025 s OF YAKIMI `INNING DIV. DOC. i ` - Portland,Oregon &Associates,Inc. Champions Park Master Plan TIA January 2025 i , Spring Creek' Road N -, i A s' • I' f 1 p re r + , h7 ° - 4 Sorenson Road - /vr i /7/ : . -, ,.•'f •9):vo. 3„ + SCENARIO 2 '9, ///:////;:, di 4 ..._,...,...._ ._. /' / % 0 wiz . DID, - 4.4" 7 'I" s ' • 4 ,.. 0. , ti f iM oars r Ahtanum Road �: ,�. 'A it +� �-_ x.. Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0 0 0 ~ Ai \► Critical=NB LOS=C LOS=C 67 LOS=B 13 121 LOS=D lk..29 1,036y 0e623,6 342 974 2 06=229 315 704—10. Del=103 4-213 745 2 De633.1 4-210 19 V/C=0,49 36`1 P 25`i V!C=0,42 35 V VTC=O B1 .1/C=030 '1 1- � � 2m Sorenson Rd/38th Ave 0(/....--------,••...„\\ ii p�r II Crilicai=NBL REc • i Er) LOS=9 <5y Del=10.2 <5 <5....x VC 0,01 ,/32 `r fir'` '(ry/J QIAN r DIV_ 1 I - - - 1 CRITICAL=CRITICAL MOVEMENT/APPROACH g, LOS=LEVEL OF SERVICE Year 2034 Background Traffic Operations Figure 5 Del=CONTROL DELAY AM Peak Hour 1 V/C=VOLUME-TO-CAPACITY RATIO 14 Yakima County, WA /0009 ii.,,,,-1 I ITTEL5(]ly ', ,ic,t ',1T�ka ,&ASSOCIATES 9, %C., 456 Champions Park Master Plan TIA January 2025 -41141.1V1 Spring Creek Road N ,W- - pg do Ave ` ."" j I _3 (1) a .y r, y i.. Sorenson Road 11„ r% -. - SCENARIO 7 4 //. A is'. { .. �' i ,,,,, ,,,,,,,y,„ 1' 0'A W.:V Z.7, ,/,/,/ . ./A fAl ' i . - < 2. vl V Ahtanum Road -,'''.. . .: r,, . Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 2 07.----------„,\ O Critical=NB LOS=C LDSC 37� LOS=B IL29 V 37� LCS=E �193 634� Del=21.4 FJ 1.176 I 779y Del=16.1 4—1,157 401—. Dot=15.3 -.I -770 III 387—. Del=39,5 786 130-N VIC=0.50 I 256 19 V/C=024 78 //C=072 'J/C=0.50 E \\N.,: Sorenson Rd/38th Ave 0 3 12 Crtical=NBL RECEIVED OS=B 40—. De1=11.7 -28 50`xa V/C=0.24 44 �r7� �j t"____,........") FER 2 i G025 CITY OF YAK,M PLANNING DIV. 2 CRITICAL=CRITICAL MOVEMENT/APPROACH E LOS=LEVEL OF SERVICE Year 2034 Background Traffic Operations Figure Del=CONTROL DELAY PM Peak Hour 15 V/C=VOLUME-TO-CAPACITY RATIO Yakima County, WA - 4`,. •) - - IN)Wi KITTE 'LSON ga,,5,,,,,f",74- &ASSOCIATES k1 41I-RA.,.,0'... _ 457 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 24 Scenario 2 Champions Park Master Plan Full Buildout The full Champions Park Master Plan is proposed to consist of the Scenario 1 residential subdivision previously documented plus the remaining commercial/retail/residential components.These commercial/retail components will include a 71-stall RV park,a 7,520 square foot high-turnover restaurant,and a 110-room hotel; the remaining residential portion will consist of 112 single-family detached housing units.To facilitate access,full buildout would include the construction of an extension of W Sorenson Road to the west of S 38th Avenue that would then connect to the residential portions.As such,some residential trips would be assumed to utilize this new connection; by the same token,commercial trips would be able to access the site via S 52nd Avenue. FULL BUILDOUT TRIP GENERATION ESTIMATE A full buildout trip generation estimate was prepared for the proposed development based on information provided in Trip Generation Manual, 1 1 ih Edition, published by the Institute of Transportation Engineers (ITE). General Urban/Suburban rates were used.Table 5 summarizes the estimates for the daily and weekday AM and PM peak hours. Table 5-Full Buildout Trip Generation Estimate Weekday AM Peak Hour Weekday PM Peak Hour ITE Daily Land Use Code Units Trips Rate Total In Out Rafe Total in Out Single Family 210 220 2,074 0.7 154 39 115 0.94 206 130 76 Detached Single Family 215 86 620 0.48 41 11 30 0.57 49 29 20 Attached Multi-Family 220 25 170 0.40 10 2 8 0.51 13 8 5 RV Park 416 71 spaces 190 0.21 15 5 10 0.27 19 12 7 High Turnover Slt 932 7,500 SF 804 9.57 72 40 32 9.05 68 41 27 Down Restaurant Hotel 310 110 rooms 880 0.46 51 29 22 0.59 65 33 32 Total 4,738 343 126 217 420 253 167 FULL BUILDOUT SITE TRIP DISTRIBUTION/TRIP ASSIGNMENT The distribution of the full buildout site-generated trips onto the study area roadway system was estimated based on the two proposed local street connections to S 52nd Avenue, the single local street connection to Ahtanum Road, an extension of W Sorenson Road linking and the two major development sections,an examination of existing travel patterns,the surrounding roadway network,and the available travel routes to local and regional destinations.The resulting trip distribution pattern and trip assignments from Table 5 are illustrated in Figures 16 and 17. AWED FEB2 9 2025 CITY OF YAKii 11A VIDEX PLANNING DIV • (c Kittelson&Associates,Inc. Portland,Oregon 458 Champions Park Master Plan TIA ,i'dhuary 2025 2 „If PLANM:,:f3 DIX �, Spring Creek R ad Washington AveA 1, ,I. 1rr., -a F. C Ur 51;:i 1 i, r, .. n. �: Sorenson Road 1` loop _ ... 4; . le;Orr ' / — . '4.4 J- ,.' eel ' SCENARIO ..ii A ' 4,//1"/ /// �r et/ , _, . ._. , ',1.,:... t:...:H,0.',.r11‘. ,5;..1"41,.-1-"..1..7.P.Y,".,I.t/4„,.7../,/':.:.:.,l,:,,;,/...?1„7,?/,,.):,", ol/1./4'.4:,,,/_,.e./i,A v#r.;4'4..1::I i•_. •irr_ l C>C D.) yO`', _ �yl:+ u ¢ 'Ali,, - t ,." i r_ . 28/0, F r.: 3 c A ,I, 42% tiI "d .. 4 : ,' :fir F _ + 4"\-Pr" Vsr i Ahtanum Road o, 1.-- -' 1 —-- - •_ _ J Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave Or --, ei--- ---- \\ o o 2 LP N F i C. F J 3 19-)I `38 61-10. 4-19 I 10--II. f-8 22-0. 4-23 34-.P. ♦-12 10: or11 11Thit :: m T N N Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 3 ` V ODN N fD [O [7 / l � 1 , r k..70 IL23 3-1 k.-12 19-11. 4-15 E- jr2 Or V _,,./.," N I i L. f E E41# Residential Distribution 2034 Full Buildout Trip Distribution & Assignment Figure X Section 5(Commercial)Distribution Weekday AM Peak Hour 16 xx% <— Section 6(Commercial)Distribution Yakima County, WA XX% : ; ,F y le KITTELSON I D EX &ASSOCIATES C-L 459 Champions Park Master Plan TIA January 2025 . Sp Creek Road N • 1fasiigton+av = 2 : : ..,1 ' :4410110111't- ring— - ; . 1 1.: 20,1 • .. je v C . za pz: .- ram` ili,.,- > II ..Y.a µ) e R +i Y L' i.+ ne•rx�r*i•'-r lC3 '` rn ( 4 r. ►< , _ Y ---tom Sorenson Road ;. -,. elii. Ap.1,17-4 i --., I 1 .., /„..., ,, . / . , _.44„v: ... . t., a , :_, ,_ , ,.6.210,,,5; ;,,,, ..„.y.w....,,,,v.. .1. schNARio 2. - ihk 'IP- - /4' :: ,i, li.! — - .14.- ,' CI) V'.-.A''[. , ,;:i.', ( rryir 7/ 00 Ahtanum Road "7 •�.. .. f. �_. Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave E. 0 0 0 0 10 F J iN , C,- i C. 8- 21•••" lit••••54 39-11. F70 11 11.• F9 29-111.- F21 26—II. .11 36 11- or-12 33mii, or70 m o o rn N M Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C ,� . i m N , Ai N a 1/41: lit a �44 K15 8 lit`36 19 ♦—23 1 21--♦ F 16 l 53� f 71( ( f �q N N D ti s f 4..y Residential Distribution 2034 Full Buildout Trip Distribution & Assignment xxio Figure Section 5(Commercial)Distribution Weekday PM Peak Hour 1 XX '"' dM' RI C'�-►� Section 6(Commercial)Distribution xx i Yakima County, WAS ED � ir KITTELSON tI":,-)� FEBr--,,, 2025 &ASSOCIATES ,`;' ..-. ..;. ����_ CITY OF YAKiivta PLAMElaBLIL 460 ;- E � WEl) 2 0 2025 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 CITY OF YAKiiviA Page 27 PLANNING DIV. YEAR 2034 FULL BUILOUT TOTAL TRAFFIC CONDITIONS The 2034 total traffic conditions analysis forecasts the operation of the study intersections with the inclusion of traffic generated by full buildout of the Champions Park Master Plan.Total traffic conditions shown in Figures 18 and 19 were determined by adding the estimated site-generated trips shown in Figures 16 and 17 to the year 2034 background volumes for the weekday AM and PM peak hours shown in Figures 14 and 15.As shown and detailed in Appendix G,the following operational limitations are noted: a The stop-controlled S 38t Avenue southbound approach at the Ahtanum Road/S 38th Avenue intersection is forecast to operate at LOS F during the weekday AM and PM peak hours. ■ The stop-controlled S 52nd Avenue northbound approach at the Washington Avenue/S 52nd Avenue intersection is forecast to operate at LOS F during the weekday AM peak hour. Ahtanum Road/S 38th Avenue At the Ahtanum Road/S 38th Avenue intersection,the southbound approach is forecast to operate at LOS F during the weekday AM and PM peak hours.In recognition of these findings,the following investigations were performed: ■ A signal warrant analysis was conducted at the intersection in accordance with the procedures outlined in the Manual on Uniform Traffic Control Devices (MUTCD). From this analysis,it was found that the intersection is forecast to meet the main volume-based warrants for a traffic signal. • Given the high levels of projected delay for southbound approach, an operations analysis was performed assuming the signalization of the intersection.Table 6 summarizes the operational findings of this improvement and shows that signalization of the intersection will restore the intersection to LOS A conditions during both the weekday AM and PM peak hours. Table 6-Ahtanum Road/S 38th Avenue Intersection Mitigation Summary,2034 Total Traffic Conditions Ahtanum Road/ S 38th Avenue Weekday AM Peak Hou, Assumed Widening of the Eastbound Approach to Include a Separate Left-Turn Lane and the Westbound Approach to Include a Separate Right-Turn Lane 95th% 951h% Approach Lane Queue Approach Lane Queue _ SB LT/RT 125 SB LT/RT 175 ii-- Critical SB EB LT 25 Critical SB EB LT 25 Approach TH Approach TH LOS=F TH LOS=F TH WB WB RT RT Assumed Signalization and Previously Noted Ahtanum Road Widening 951h% 951h% Approach Lane Queue Approach Lane Queue !� SB LT/RT 75 SB LT/RT 150 LT 25 LT 25 i3J E: EB E LOS=A TH 325 LOS=A TH 125 \, RT 100 WB RT 50 � WB TH 25 TH 450 • iiiiDEX litKittelson&Associates,Inc. Portland,Oregon 461 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 28 W Washington Avenue/S 52nd Avenue With the inclusion of site-generated traffic demand from the assumed full buildout, demand to/from the S 52nd Avenue corridor is forecast to increase significantly over background conditions.Specifically,the northbound S 52nd Avenue approach to W Washington Avenue is projected to operate at LOS F conditions during the weekday AM peak hour.In recognition of these findings,the following investigation was performed: a Given the high levels of delay created by the increase in left-turn demand, an operations analysis was performed assuming the widening of the S 52nd Avenue corridor to include separate left-and right-turn lanes and signalization.The intersection is forecast to meet the main volume-based warrants for a traffic signal.Table 7 summarizes the operational findings of this improvement.Appendix H provides detailed operations reports for these mitigation scenarios. Table 7-W Washington Avenue/S 52nd Avenue Intersection Mitigation Summary,2034 Total Traffic Conditions W Washington Ave/I CIMI S 52nd Ave IIIINeekday AM Peak Hour Weekday PM Peak Hour Existing Intersection Configuration 951h% 95th% Approach Lane Queue Approach Lane Queue NB LT/RT 200 NB NM 75 Critical NB LT 25 Critical NB LT 25 y i Approach WB Approach WB LOS=E TH LOS=C TH ---- EB TH/RT - EB TH/RT - Assumed Widening of the Northbound Approach to Include Separate Left-and Right-Turn lanes 95th% 95th% Approach Lane Queue Approach Lane Queue LT 50 LT 25 CSy NB RT 75 NB RT 25 25 Critical NBL Critical NBL LOS=E LT 25 LOS=D LT WB TH WB T TH - EB TH/RT - EB TH/RT • - Assumed Widening of the Northbound Approach to Include Separate Left-and Right-Turn lanes and Signalization 95th% 95111% Approach Lane Queue Approach Lane Queue LT 50 LT 50 Q NB RT 75 NB RT 50 LOS=A LT 50 LOS=A LT 50 WB WB TH 50 TH 125 EB TH/RT 150 EB TH/RT 75 HECENED FEB 2 0 2025 cm I aG DIV. bi0C. INDEX Kittelson&Associates,Inc. Portland,Oregon 462 RECEIVED Champions Park Master Plan TIA January 2025 FEB 202U2'_ r'_ rj" i ':11' Spring Creek Road 2 v118s ngton ,. a , + , A 1 o . . •). WM 40 . I, LL, 3./•�, 4 _' ' 0 i• y%,,e„// 7 , ✓ „pi,f'-""•- ", *di - - _ Sorenson :Road , 1 • • ''' . ' . 4— ' ../44„;,,,,- f,,,,,,,/likio 0: + SCENARIO 2 , ////7. ,.(7;,./ A.750ZAW:r "7/7 .4f, 'T." 0,- IC gr } 44 A. \- : Ahtanum d ,�, .' d' Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave 0 ® 0 O Cnlical=NBBLOS=C LOS=FTa1T 31 LOS=F 67 1147y Del=256 �-361 984� Del=59.4 F323 726 0 Del=10.8 -236 780 0 Del=74,3 -222 29 K :347 36 V'V'C=0,86c54 C3C0.76 2 Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C 3 Ii, Ii �` CriIi8a1=NBL crmcal=e C09.1=10e ri LOS=6 LOS=A 70 LOS=A �23 7I1TTT 2 Delcr ) Del=9,0VIC ViC=0.04 -/6 IN r tPV P. -71 tv s f R CRITICAL=CRITICAL MOVEMENT/APPROACH •E LOS=LEVEL OF SERVICE Year 2034 Total Traffic Operations Figure 6 Del=CONTROL DELAY AM Peak Hour V/C=VOLUME-TO-CAPACITY RATIO Yakima County, WA 18 ■ U &ASSOCIATESg b`:.D�r:,:,t: 463 Champions Park Master Plan HA January 2025 eP" _ -�• - ,� fsJz Spring Creek Road We sgton�A ' . '.. x• - ' i A +' se . - i y a e - —, 75 * ,.yam` +y' � ;.i' t. , 1r_ r. h %//ice "' •,�` _.. , ;`- O Sorenson_Road .., r", . j.//7/ ////////1/ , , .'..:4.: . . ' 4 . i:/,/, // '. f/ # SCENARIO Z . / /: .4.:-. ,7 __ --, - - 7--- cu to- / / „. „- . J ,,,,,;,/,,,, `' 4e has IA*J'[• - �. Ahtanurn-Roady . ?/-, .: _i_____Ltimipit '4 ..,L - _-- — _ ' a-'.�_ — .' Washington Ave/Spring Creek Rd Washington Ave/52nd Ave Ahtanum Rd/52nd Ave Ahtanum Rd/38th Ave g 14° i/7 A 6 E 5 51 Critical=NB ' LSC LOS=C q5� LOS=D �29 56� LOS=F k247 1 723y Del=219 ��l1,246 790y De1�39 —1,166 430y De1=166 �791 413y Deb1B0 �622 to 141� VIC=0.55 I 268 52.....,4 V/C=046 146 VIC=O 75 V/C:i 92 E : r � r a Pr Sorenson Rd/38th Ave 52nd Ave/Site Access A 52nd Ave/Site Access B Ahtanum Rd/Site Access C AS 7.\\ Y =s0 CrNcaI=WB ( i8l5 LOS=C LOS=A 44 6 ( k-36 59 , 4 y Del=15 1 De1=J0 461—leDel426 el-036 KT °2T2 V/ 0l<5 V/C003 V/CO2B 51 Del=9I I tr.' tP mV gg ' CRITICAL=CRITICAL MOVEMENT/APPROACH E LOS=LEVEL OF SERVICE Year 2034 Total Traffic Operations Figure Del=CONTROL DELAY PM Peak Hour V/C=VOLUME-TO-CAPACITY RATIO 19 F Yakima County, WA Data-. 41i-:-037IliKI,1 L . KITTELSoN INDEX I"' &ASSOCIATES CITY (W YAKi vii 464 PANG OW RECEIVED Champions Park Master Plan—Transportation Impact Analysis Project#:29070 E B3 2 r ��17 Page 31 January 2025 �� Site Access Connections to S 52nd Avenue ' I Y UU- YltKolria� PI ANNI aG DIV. S 52nd Avenue Site Access Connections Left-turn Assessment The S 52nd Avenue intersections with the two site access roadways were evaluated to determine if a southbound left-turn lane is appropriate to accommodate future site-generated traffic volumes.The procedures used to determine the need for a left-turn lane were based on Harmelink left-turn lane criteria. Based on this analysis,it was determined that the volume-based criterion for a separate southbound left-turn lane on S 52nd Avenue is not met at either proposed site access connections. S 52nd Avenue Site Access Connections Sight Distance Assessment Intersection sight distance was preliminarily assessed at both site access connections to S 52nd Avenue.At both proposed intersections,S 52nd Avenue is relatively flat with no horizontal curvature.While the roadway grades and alignment provide adequate sight distance consistent with what would be required under a 40 mph speed,the proposed location of the southern site access intersections is currently impacted by some landscaping and foliage along the site frontage and on adjacent parcels.While it is assumed that this landscaping will be removed during the site development process,it is recommended that a final sight distance evaluation be performed post construction and prior to occupancy permits.In addition,it is recommended that all vegetation,site signage,and other above ground signage be placed on-site in a manner that provides adequate sight distance per City and County standards. S AND RECO MENDATIo The primary findings and recommendations of this study are summarized below. Upon buildout of the first three residential sections of the Champions Park Master Plan,all intersections are forecast to still operate at acceptable City/County standards. The W Washington Avenue/S 52nd Avenue intersection is forecast to operate at LOS E conditions under full buildout of the Champions Park Master Plan. The Ahtanum Road/S 38Th Avenue intersection is forecast to operate at LOS F conditions under full buildout of the Champions Park Master Plan. RECOMMENDAT' At the W Washington Avenue/S 52nd Avenue intersection,widen the northbound approach to include separate northbound left-and right-turn lanes,and signalize the intersection.This improvement is recommended prior to full buildout of the Champions Park Master Plan. At the Ahtanum Road/S 38th Avenue intersection,signalization the intersection.This improvement is recommended prior to full buildout of the Champions Park Master Plan. At the two proposed site access connections to S 52nd Avenue,stop control the westbound approaches through the installation of a new STOP (R1-1) sign in accordance with City/County standards and the Manual on Uniform Traffic Control Devices(MUTCD).This improvement is recommended prior to buildout and occupancy of Scenario 1 buildout. Prepare a final sight distance evaluation post construction and prior to site occupancy at the proposed site access connections to S 52nd Avenue. ft At the proposed site access connection to Ahtanum Road,stop control the southbound approach through the installation of a new STOP (R1-1)sign in accordance with City/County standards and the Manual on Uniform Traffic Control Devices(MUTCD).This improvement is recommended prior to buildout and occupancy of Scenario 1 buildout. —INDEX - Kittelson &Associates,Inc. C /�� Portland,Oregon ('(/�� 465 Champions Park Master Plan-Transportation Impact Analysis Project#:29070 January 2025 Page 32 We trust this memorandum adequately addresses the traffic and circulation impacts associated with the proposed Champions Park Master Plan.Please let us know if you have any questions regarding our analyses or need additional information. IAPP . i i A. Crash Data B. Traffic Count Data C. 2024 Existing Traffic Conditions Worksheets and Volumes D. 2030 Background Traffic Conditions Worksheets and Volumes E. 2030 Total Traffic Conditions Worksheets and Volumes F. 2034 Background Traffic Conditions Worksheets and Volumes G. 2034 Total Traffic Conditions Worksheets and Volumes H. 2034 Total Traffic Conditions Mitigations Worksheets and Volumes REC19: VED FEBN N2 [f)25 ;1 I o= Ko, Uo . INDEX Kittelson&Associates,Inc. Portland,Oregon 466 AECEWED FEB 2 0 2025 CITY Of YAKthM PLANNING DIV. Appendix A Crash Data DOQ INDEX # E-061 467 FEB 2 0 2025 t. l i le aF YAKIMA 3 C 3r 2 Z € z g. 3 5 z t 5 Z Z Z z =755 r $ C c _ c c d a c a a- c - - _ c m e c c � `" m uu v c � v � - v c � u v g m m 0 a a P n k C a A a 4,7 ¢ fi n a - a: ¢ S 1p `yam" r n 0 ,: 0 0 7 a s yay a ¢vp 1❑.. ¢O at t a 9 . n ‹a0 a 3 0 _ a° .o 2 2 N Z .I� Z L 6 Z Z o. Z Z Z a Z 6 Z 2 Z �n Z Z W m rR M. 6 59, 'M rW. l0 O 2 �V Q 3 M V1 '41 iv � O N .y d N .y a N Q N a N 3 a .� mN ��pp N O CppI N N .ni O O O .y m .P-i Q .-i O .�-. O .a--. g Oi A 2 2 .y E Ni N O M rmv A O N M ry 'RI AI 2 M O S M•❑1 0 0 0 0 0 0 0 0 0 0 g` P. 0 O n O O P. P. R O NO O p-, - ON o .a-i m ry N ry m 0 in w ^ o .-1 6 ri 0 ry 40 o .0 m 0 o rv` .+ o N m N m 'Li; ro N. N 0 -CO N m p 0 0 0 0 .- 0 .+ o .i 0 0 0 •. .. 0 0 0 0 0 0 . w v a in m , 1n o i 3 0.1 or0 -, ow er no 3a 0 o V N m n 3- ., 3 m 4, mm mL-- m m "' o m m w m w a w w w w o 'Li], w o FT.; w a u FS T\w 0 Z o O FO N z S 'a N o ❑ ❑ ❑ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZZzZZZaZZZZZZZZZZZZZzzZZZz z z 0 0 0 V w 2 > > > > a s 0 V U 0 x x 0 0 3 3 z z 0 0 _ 3 3 o z aOLLC K 0 ? 2 O N O LL Z E S o 0 0 O N m .v z z w o 0 _ 0 FI- IN 0 J ` • O `w c _3 o O O M U C O G - U g o 0 0 0 2 S. o 0 o si o N ?7 l7 2 E.c ' ,-. 3 w U < x > > 0 > _ (0 ¢ ,< < U U U U O u V O Z H 0 0 0 L9 10 0 0 V' V' ry z z z z z z z z g. a; 0 0 {L O O V O - 0 2 0 8 0 ° o °' S o , N o 0 0 0 m , O'v in Ln Ln in O v La Ln v. un Ln I _ zc= 3 c. ao u LL o > > > > > > > > > > > > C a a ¢ a a a a a ., h 3 2 0 x z z z z z z z z z z z z I ' > 0 0 0 0 0 0 0 0 0 0 0 0 0 - o c N a w }�. w o o o o o o w o o o 0 3 > 0 W z z z z z z z z z z z z z o � .. _ n a u u x x x x x x x x x x x x x 3.= ' iZZ derma * .T, *' aoog $ 0 `q . 00 . o - m a a 3 3 3 3 3 3 3 3 3 3 3 3 3 `° E z * i _ 3 3 3 3 3 3 3 3 3 3 3 3 3 o m o 0 o m o 0 0 0 v V r ss O C _ u s E E E E E E E g E E E g E E E _ _ _ _ m' F. F N 3 +Y N s E E E E E E E E E c EZ E E E E E E E E E E E E E 3 � Va1' i i Y i s' > i i > i > 6 N _H VO > } T Y } Y Y J T T Y T T y Y O m'ice _V u ¢ n;, : i; a01i a°1i i w >. o°c a �0 o°c i.•9'ga�'VI■ F-+. i� "u V_1j�4_,j a li l7 ,S u u t7 a u_ia 3 U0 3 3 3 8 3 3 U0 U0 INDEX ‘; 468 RECE VED FEB 2 0 2025 ' ITY OF PLANNLj DIV. Appendix B Traffic Count Data INDEX 469 Type of peak hour being reported:User-Defined Method for determining peak hour:Total Entering Volume LOCATION: S 52nd Ave-- Ahtanum Rd QC JOB#: 16551315 CITY/STATE: Ahtanum,WA DATE:Thu,Apr 11 2024 57 sa Peak-Hour:7:10 AM--8:10 AM ; I• f I Peak 15-Min:7:35 AM--7:50 AM i s 22 0 35 1 1.1: 0 I I,I J 4 i, a + L. 164 • 67 J t 13 • 155 A•.? II a t 7.7 • 14.8 469 • ball • 142 a;•. •155 536• 0 1 4. 0 . 504 . c 0 • 4.8 7`f f Y + f Y 0 0 0 4 0 4 1 4 f C4:p 0 0 0 a TRUE DATA TO IMPROVE MOBILITY 1 u L J000I ' s s Li _ L0 Jt 0 I + r 0 0 1 t' 0 11 1.0 p 1 f Y n 4 J P+7 4 I _* I N/A J ♦ 4 • ! 4, a. • ! t WA• -II • WA N/A• •N/A w WA I ', f Y 7 7 ,N/A 7 , 5-Min Count 5 52nd Ave 5 52nd Ave Ahtanum Rd Ahtanum Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals 7:00 AM 0 0 0 0 1 0 3 0 5 18 0 0 0 12 2 0 41 7:05 AM 0 0 0 0 0 _0 1 0 5 32 0 0 0 12 0 0 50 7.10 AM 0 0 0 0 4 0 1 0 6 25 0 0 0 13 0 0 ' 49 7:15 AM 0 0 0 0 5 0 2 0 5 43 0 0 0 13 0 0 68 7720 AM 0 0 0 0 1 0 2 0 10 27 0 0 0 10 0 0 50 7:25AM 0 0 0 0 1 0 1 0 1 41 0 0 0 11 2 0 57 7:30AM i 0 0 0 0 2 0 2 0 4 44 0 0 _0 A 1 0 61 7:35 AM ' 0 0 0 0 5 0 0 0 8 45 0 0 0 15 3 0 76 - 7:40 AM 0 0 0 0 3 0 2 0 11 57 0 0 0 10 2 0 85 7:45 AM 0 0 0 0 5 0 3 0 2 45 0 0 ❑ 16 3 0 74 7:50 AM 0 0 0 0 4 0 2 0 2 42 0 0 0 11 1 0 62 - 7755 AM 0 0 0 0 0 0 3 0 4 40 0 0 0 11 0 0 58 731 8:00 AM 0 0 0 0 1 0 1 0 9 31 0 0 0 15 0 0 57 747 805 AM 0 0 0 0 _ 4 0 3 0 s 29 0 0 0 9 1 0 51 74B 8:10 AM 0 0 0 0 1 0 2 0 3 20 0 0 0 10 I] 0 36 735 8:15 AM 0 0 0 0 2 0 0 0 5 28 0 0 0 12 1 0 48 715 8:20 AM 0 0 0 0 2 0 3 0 4 25 0 0 0 20 1 0 55 720 8:25 AM 0 0 0 0 3 0 2 0 4 27 0 0 0 9 1 0 46 709 8:30 AM 0 0 0 0 1 0 1 0 3 29 0 0 0 25 0 0 59 707 8:35 AM 0 0 0 0 0 0 1 0 4 24 0 0 0 19 0 0 48 679 8:40 AM 0 0 0 0 0 0 3 0 7 26 0 0 0 18 0 0 54 648 8:45 AM 0 0 0 0 4 0 1 0 5 25 0 0 0 10 1 0 46 620 8:50 AM 0 0 0 0 1 0 1 0 3 31 0 0 0 10 3 0 49 607 8:55 AM 0 0 0 0 2 0 2 0— 4 29 0 0 U 14 1 0 52 601 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 52 0 20 0 84 588 0 0 0 164 32 0 ' 940 Heavy Trucks 0 0 0 0 0 0 0 16 0 0 16 4 36 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters - Comments: RECFJVF, 7 Report generated on 7/26/2024 7:13 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)1-877-580-2212 .>0C.Page 1 of 1 FEB 2 0 2025 #, CITYC .-1.1�,. PLA��sd�` a 470 RECEIVED tt� � r. Type of peak hour being reported:User-Defined �" r' 3� 0 2025 Method for determining peak hour:Total Entering Volume • LOCATION:S 48th Ave--W Washington Ave ��I�Y � � � QC JOB#: 16551316 CITY/STATE: Yakima,WA oo,,,,,,,frf DATE:Thu,Apr 11 2024 p�hrn,":4G DIV 0 0 Peak-Hour:4:50 PM--5:50 PM o 0 Ia • I Peak 15-Min:4:50 PM--5:05 PM I a • 0 0 0 0 0 0 J ♦ .6 J • .6 846 . 0 J t 0 • 1040 0.5 . 0 J t o t 0.4 456• I0911 • 784 11• • 0.4 586 r 130 1 f 256 r 615CC 09• 0 1 f 0.4♦ 1 7 r.7 62 -1 ., t e r- 0 159 16 0 0.6 a • a • 386 221 0.3 09 TRUE DATA TO IMPROVE MOBILITY 1 0 L I _1 0 0 0 _.] I� a ` 1 0 � � I. 0 1 �/� ( 0 ~ .'0 • s o 0 7 0 1 4— 14 4 a WA • I I N+A • • J wA t • «. J t WA• a • WA WA• •N/A • 17 w 4...— P . 1 • � W 7 .., N/A g• I-- A I 4 • 5-Min Count S 48th Ave S 48th Ave W Washington Ave W Washington Ave Llaurly Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4 0 2 0 0 0 0 0 0 41 4 0 5 58 0 0 114 4:05 PM 1 0 6 0 0 0 0 0 0 24 2 0 3 57 0 0 93 4:10 PM 1 0 9 0 0 0 0 0 0 37 2 0 7 75 0 0 131 4:15 PM 2 0 6 0 0 0 0 0 0 44 3 0 4 67 0 0 126 4:20 PM 1 0 4 0 0 0 0 0 0 33 7 0 5 61 0 0 111 4:25 PM 2 0 6 0 0 0 0 0 0 36 5 0 7 71 0 0 127 4:30 PM 1 0 6 0 0 0 0 0 0 36 3 0 8 69 0 0 123 4:35 PM 0 0 11 0 0 0 0 0 0 38 10 0 15 60 0 0 134 4:40 PM 1 0 8 0 0 0 0 0 0 57 7 0 21 63 0 0 157 4:45 PM 1 0 7 0 0 0 0 0 0 39 12 0 20 69 0 0 148 4:50 PM 5 0 14 0 0 0 0 0 0 43 21 0 33 b4 0 0 180 4:55PM 5 0 8 0 0 0 0 0 0 38 23 0 27 66 0 0 167 1611 5:00PM 10 0 14 0 0 0 0 0 0 34 6 0 19 62 0 0 145 1642 5:05 PM 8 0 17 0 0 0 0 0 0 46 7 0 20 59 0 0 157 1706 5:10 PM 6 0 6 0 0 0 0 0 0 49 5 0 14 83 0 0 163 1738 5:15PM 1 0 16 0 0 0 0 0 0 33 11 0 14 78 0 0 153 1765 5:20 PM 4 0 15 0 0 0 0 0 0 46 7 0 15 62 0 0 149 1E03 525l M 6 0 1.2 0 0 0 0 0 0 28 6 0 8 69 0 0 129 1805 5:30 PM 3 0 13 0 0 0 0 0 0 34 8 0 22 63 0 0 143 1825 5:35 PM 5 0 10 0 0 0 0 0 0 41 9 0 29 70 0 0 164 1855 5:40 PM I 4 0 19 0 0 0 0 0 0 27 10 .0 28 60 0 0 148 1846 5:45 PM 5 0 _ 15 0 0 '0' .0 0 0 37 17 0 27 48 0 0 149 1847 5:50 PM 4 0 7 0 0 0 0 0 0 41 17 0 40 68 0 0 177 1844 5:55 PM 0 0 12 0 0 0 0 0 0 45 12 0 30 40 0 0 139 _ 1816 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U left Thru Right U Left Thru Right U All Vehicles 80 0 144 0 0 0 0 0 0 460 200 0 316 768 0 0 1968 Heavy Trucks 0 0 0 0 0 0 0 12 0 4 0 0 16 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters __1 Comments. _ Report generated on 7/26/2024 7:11 AM SOURCE:Quality Counts,LLC(http 9://www.qualitycounts.net)1-877-580-221Z ,,^ r Page 1 of 1 471 Type of peak hour being reported:User-Defined _ Method for determining peak hour:Total Entering Volume LOCATION:S 48th Ave--W Washington Ave QC JOB ft: 16551317 CITY/STATE: Yakima,WA DATE:Thu,Apr 11 2024 o o Peak-Hour:7:10 AM--8:10 AM o 0 a ••I Peak 15-Min:7:40 AM--7:55 AM I a • I o 0 0 0 0 0 J a ... .0 a I. 245 • O J t 0 • 264 94. 0 J t 04. 87 724• Ia791 • 228 12• • 88 743 • 19 1 436 . 761 12• 0 1 r 113 • 1.6 7., p _.] .. , e. 14$ 0 81 1 17 0 37 • • a • 55 54 55 93 TRUE DATA TO IMPROVE MOBILITY ___1 1 I Hid 0 0 J t 0 0 $ -X I0 0 • egel • 1 U .Sr 0 .. . , 7 7 0 , 0 0 Ci I4 4 N/A � I — I N/A VI • J 1 , t • 5+ J t WA• I. • N/A 7r N/A• •• N/A • 1 4' • 1 1 4 7h • r • r N/A 7 N/A 5-Min Count S 48th Ave 5 48th Ave W Washington Ave W Washington Ave Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals 7:00 AM 3 0 3 0 0 0 0 0 0 39 2 0 2 13 0 0 62 F 7:05 AM 1 0 5 0 0 0 0 0 0 48 0 0 1 9 0 0 64 7:10AM 4 0 1 0 " 0 0 0 0 0 44 1 0 1 19 0 0 70 7-15 AM 1 0 2 0 0 0 0 0 0 56 2 0 0 13 0 0 74 7.20 AM I 1 0 3 0 0 0 0 0 0 61 0 0 2 11 0 0 78 7-25 AM I 0 0 0 0 0 0 0 0 44 2 0 2 30 0 0 79 730 AM 1 0 6 0 0 0 0 0 0 SO 1 0 2 14 0 0 74 7:35 AM 1 0 4 0 0 0 0 0 0 75 2 0 4 17 0 _ 0 103 7:40 AM — 2 0 0 0 0 0 0 0 0 81 3 0 1 18 0 0 105 7:45 AM 3 0 4 0 0 0 0 0 0 84 3 0 4 20 0 0 118 _7:50AM 1 0 6 0 0 0 0 0 I 0 71 1 0 3 29 0 0 111 7:55 AM 0 0 2 0 0 0 0 0 0 49 1 0 4 12 0 0 68 1006 8100 AM 1 0 5 0 0 0 0 0 0 42 2 0 8 21 0 0 79 1023 8:05AM 1 0 4 0 0 0 0 0 0 57 1 0 5 24 0 0 102 _ 1061 8:10 AM 0 0 3 0 0 0 0 1] 0 3,1 0 0 1) 26 0 0 63 1054 8:15 AM 3 0 2 0 0 0 0 0 0 31 1 0 1 21 0 0 59 1039 8:20 AM 1 0 2 0 0 0 0 0 0 54 1 0 2 22 0 0 82 1043 8:25 AM 2 0 2 0 0 0 0 0 0 49 1 0 2 22 0 0 78 1042 8:30 AM 1 2 0 2 0 0 0 0 0 0 39 0 0 1 20 0 0 64 1032 8:35 AM 1 0 5 0 0 0 0 0 0 40 1 0 3 26 0 0 76 1005 8:40 AM 3 0 2 0 0 0 0 0 0 48 2 0 4 29 0 0 88 988 8:45 AM 3 0 5 0 0 0 0 0 0 64 3 0 5 24 0 0 104 974 8:50 AM 2 0 1 0 0 0 0 0 0 38 4 0 2 14 0 0 61 924 8:55 AM 0 0 5 0 0 0 _ 0 0 0 55 6 0 9 38 0 0 113 969 Peak15-Min Northbound Southbound Eastbound Westbound Flowrates _ Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 24 0 40 0 0 0 0 0 0 944 28 0 32 268 0 0 1336 Heavy Trucks 4 0 0 0 0 0 0 8 0 4 20 0 36 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4 Scooters Comments: < >:Cy'�VE Report generated on 7/26/2024 7:13 AM SOURCE:Quality Counts,LLe yyF�,1 t %ww.qualitycounts.net)1-877-580-2212 i ip ' ' FEF3202025 Page 1of1 ' t" CITY OF YAim„, PLANNING 01 . 1IECTIV Type of peak hour being reported:User-Defined 1'1_H 2 i 21321,1 Method for determining peak hour:Total Entering Volume LOCATION: S 52nd Ave--W Washington Ave QC JOB#: 16551318 CITY/STATE: Ahtanum, WA ci Y Of- YAKIM}tA DATE:Thu,Apr 112024 PLANN°1yG DIV o o Peak-Hour:4:50 PM--5:50 PM o 0 Ia *I Peak 15-Min:4:50 PM--5:05 PM I a * 0 0 0 0 0 0 J 4, t.. J 4 t. 791 ♦ 0 J t 0 ♦ 849 0.5 ♦ :1 J t 0 ♦ 05 519 • I0911 ♦ 771 0.6• O-1 .. .p 4. 05 538• 19 1 ! 78 • 592QC 0.6• 0 1 ! 0 • 0B 7., t e•pf. 7 20 0 73 0 0 2.7 a * 4 t 97 93 0 22 TRUE DATA TO IMPROVE MOBILITY J 0 L I O 0 O I _ 400 - �. f.. 0 J L 0 0 I I ° 4_ 0 • ' • 0 0 1 ✓ r 0 4— -1 0 0 t.0 7 f) F 4-- a *I I N/A I N/A J 4 k. J 4 a. • J t ♦ Z, J t N/A• IN El • N/A `l 1 N/A• •N/A • • TIr- 40, 7 * r' N/A r I- N/A 17 .. . 5 52nd Ave 5 52nd Ave W Washington Ave W Washington Ave 5-Min Period oddunt (Northbound) (Southbound) (Eastbound) (Westbound) Total °low ply Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 1 0 8 0 0 0 0 0 0 37 1 0 6 52 0 0 105 4:05 PM 4 0 2 0 0 0 0 0 0 28 2 0 9 55 0 0 100 4:10 PM 1 0 5 0 0 0 0 0 0 29 4 0 10 58 0 0 107 4:15 PM 1 0 6 0 0 0 0 0 0 39 0 0 9 65 0 0 120 4:20 PM 4 0 7 0 0 0 0 0 0 40 2 0 5 57 0 0 115 4:25 PM 0 0 2 0 0 0 0 0 0 33 4 0 11 65 0 0 115 4:30 PM 3 0 5 0 0 0 0 0 0 35 1 0 10 57 0 0 111 4:35 PM 5 0 6 0 0 0 0 0 0 48 2 0 11 50 0 0 122 4:40 PM 5 0 6 0 0 0 0 0 0 57 0 0 5 60 0 0 133 4:45 PM _ 1 0 6 0 0 0 0 0 0 41 2 0 10 57 0 0 117 4:50 PM 5 0 9 0 0 0 0 0 0 57 2 0 r— 4 65 0 0 142 4:55 PM 3 0 11 0 0 0 0 0 0 47 1 0 5 68 0 0 135 1422 5:00 PM I 0 5 0 0 0 0 0 0 38 2 0 3 66 0 0 115 1432 5:05 PM 1 0 6 0 . 0 0 0 0 0 47 4 0 4 66 0 0 128 1460 5:10 PM 1. 0 7 0 0 0 0 0 +7 45 1 0 13 74 0 0 141 1494 5:15 PM 3 0 2 0 0 0 0 0 0 46 2 0 9 59 0 0 121 1495 5:20 PM 0 0 4 0 0 0 0 0 0' 45 1 0 10 68 0 0 128 1508 5:25 PM i 0 a 0 0 0 0 0 0 28 3 0 5 67 0 0 108 1501 5:30 PM 3 0 9 0 0 0 0 0 0 36 1 0 4 64 0 0 117 1507 5:35 PM 1 0 5 0 0 0 0 0 0 43 2 0 6 70 0 0 127 1512 5;40 PM 0 0 6 0 0 0 0 0 0 31 0 0 5 57 0 0 99 1478 5:45 PM 1 0 5 0 0 0 0 0 0 56 0 0 10 47 0 0 119 1480 5:50 PM 0 0 7 0 0 0 0 0 0 49 2 0 12 54 0 0 124 1462 5:55 PM 1 0 3 0 0 0 0 0 0 53 1 0 6 35 0 0 99 1426 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 36 0 100 0 0 0 0 0 0 568 20 0 48 796 0 0 1568 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 0 0 12 Buses ' Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters - Comments: Report generated on 7/26/2024 7:11 AM SOURCE:Quality Counts,LLC(iftpl// w.qualitycounts.net)1-877-580-2212 C rr Page l of l i iq r' > E s. .... 473 RECEIVED Type of peak hour being reported:User-Defined .EB 2 2.UZ15 Method for determining peak hour:Total Entering Volume LOCATION: S 52nd Ave--W Washington Ave QC JOB#: 16551319 CITY/STATE: Ahtanum, WA Co OF lI'Flitlival DATE:Thu,Apr 112024 .ANN1= DIV o o Peak-Hour:7:10 AM—8:10 AM o 0 a • I Peak 15-Min:7:35 AM--7:50 AM I a o 0 0 0 0 0 J a %. J a .. 229 • 0 J t 0 • 244 6.1 • 0 J t 0 • 9 649• I0.78I • 209 17• • 67 674. 255 r 35 ♦ 743 18• 4 7 P 229♦ 16 7.. f e 7 1 • r 20 0 94 0 0 11 a • a • 60 114CC 15 05 TRUE DATA TO IMPROVE MOBILITY ___1 . L a o I J • vv I n J t o O I •x I ° a • (2% • 1 0 '4 r 0 7 i,s. 1-- , .. . ,.. lo p or— I ` NA • I _. A WAI .0 4 . I • J —a I. • T, J t WA 0. = • ` OD 7 "ielt WA. • WA 9 7 f • l r • r •7WA � 7WA ,.. I 5-Min Count S 52nd Ave 5 52nd Ave W Washington Ave W Washington Ave Period (Northbound' (Southbound) (Eastbound) (Westbound) Total Hourly Totals Beginning At Left Thru Right U Left Thru _ Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 6 0 0 0 0 0 0 37 0 0 2 14 0 0 59 7:05 AM 0 0 7 0 0 0 0 0 0 39 0 0 1 9 0 0 56 7:10AM 0 0 7 0 0 0 0 0 0 42 2 0 2 21 0 0 74 715 AM 0 0 9 0 0 0 0 0 0 49 1 0 2 1Z 0 0 73 710 AM 2 0 10 0 0 0 0 0 0 51 2 0 1 12 0 0 78 7:25 AM 2 0 2 0 0 0 0 0 0 44 1 0 1 29 0 0 79 7'30 AM 1 0 8 0 0 0 0 0 0 40 3 0 I t5 0 0 68 7.35 AM 4 0 8 0 ' 0 0 0 0- 0 68 1 0 1 13 0 0 95 7:40 AM 2 0 14 4) 0 0 0 0 0 77 4 0 2 22 0 0 121 7:45 AM 2 0 11 0 0 0 0 0 0 77 3 0 7 16 0 0 116 750 AM 2 0 3 0 0 0 0 0 0 59 1 0 5 23 0 0 93 7:55 Afv1 4 0 5 0 0 0 0 0 0 48 5 0 2 10 0 0 74 986 8:00 AM 0 0 9 0 0 0 0 0 0 40 2 0 3 18 0 0 72 955 8;05 AM I 0 3 0 0 0 13 0 0 54 0 0 8 18 0 0 89 1032 8:10 AM 0 0 2 0 0 0 0 0 0 29 1 0 1 23 0 0 56 1014 8:15 AM 0 0 7 0 0 0 0 0 0 25 2 0 2 26 0 0 62 1003 8:20 AM 3 0 9 0 0 0 0 0 0 49 3 0 3 20 0 0 87 1012 8:25 AM i 0 0 5 0 0 0 0 0 0 44 3 0 4 19 0 0 75 1008 8:30 AM i 1 0 6 0 0 0 0 0 0 32 1 0 1 22 0 0 63 1003 8:35 AM 0 0 2 0 0 0 0 0 0 41 0 0 3 21 0 0 67 975 8:40 AM 1 0 11 0 0 0 0 0 0 44 0 0 3 28 0 0 87 941 8:45 AM 0 0 12 0 0 0 0 0 0 48 3 0 4 26 0 0 93 918 8:50 AM 0 0 7 0 0 0 0 0 0 42 5 0 1 16 0 0 71 896 8:55 AM 0 0 7 _ 0 0 0 0 0 0 48 2 0 4 34 0 0 95 917 Peak 15-Min , Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right u 4 A(l Vehicles 32 0 132 0 0 0 0 0 0 888 32 0 40 204 0 0 1328 Heavy Trucks 0 0 4 0 0 0 0 8 0 4 16 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 4 0 4 Scooters Comments: Report generated on 7/26/2024 7:13 AM SOURCE:Quality Counts,LLC(http.//wwI lJ tounts.net)1-877-580-2212 Page 1 of 1 IN '^X i w_ �._ 474 RECEIVED a/ 2 r11 r; Type of peak hour being reported:User-Defined f' -3 2025 Method for determining peak hour:Total Entering Volume LOCATION:S 38th Ave--W Sorenson itd QCJOB#: 16551320 CITY/STATE: Ahtanum,WA 'CI 1.Y (iF YAKIMA DATE:Thu,Apr 112024 'LANNW,46 L 1 V. 0 o Peak-Hour:4:50 PM—5:50 PM o 0 a { Peak 15-Min:5:35 PM--5:50 PM I a + I 1 ., o 0 o I o 0 0 a 4 J a L. 155 • 0 J t 0 • 72 04. O J t 0 • 0 40 • 10/3!. • 28 0 • In • 0 90 4, 50 1 r 44 4, 130CC 0 4, -:, 1 4 0 .4 15 a 0 90I- 4 2 * 4 0 0 2 a 94 217 0 09 TRUE DATA TO IMPROVE MOBILITY .__A - L I ° 0aI I ,, :„.,_ 0 J t 0 „ it . dzzi . 0 lA' 0 1 r ' 7 .,_ --1 0 { 0 _ • 0 0 Ia N/A * I I N/A I J a '. J a L • J ;s t • Z4 J t N/A• MI■ • N/A N/A• 4.N/A OD OD• 1 4 • 1 r A I7 - N/A e p a 5-Min Count S 38th Ave 5 38th Ave W Sorenson Rd W Sorenson Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total HourlyTotals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00PM 2 0 3 0 0 0 0 0 0 0 2 0 2 1 0 0 1U 4:05PM 3 0 6 0 0 0 0 0 0 0 2 0 1 0 0 0 12 4:10PM 0 0 8 0 0 0 0 0 0 0 0 0 2 0 0 0 10 4:15PM 1 0 5 0 0 0 0 0 0 1 1 0 3 0 0 0 11 4:20 PM 3 0 1 0 0 0 0 0 0 0 1 0 4 0 0 0 9 4:25 PM 1 0 7 0 0 0 0 0 0 0 1 0 0 2 0 0 11 4:30 PM 0 0 12 0 0 0 0 0 0 0 0 0 5 1 0 0 18 4:35 PM 1 0 8 0 0 0 0 0 0 1 2 0 4 3 0 0 19 4:40PM 3 0 8 0 0 0 0 0 0 0 2 0 2 1 0 0 16 4:45 PM 8 0 14 0 0 0 0 0 0 1 3 0 1 5 0 0 32 4:50 PM 4 0 8 0 0 0 0 0 ` 0 -44 0 ' 3 2 0 0 . 25 4:55 PM 10 0 6 0 0 0 0 0 0 3 1 0 7 3 0 0 30 203 5:00 PM 12 0 8 0 0 0 0 0 0 4 8 0 1 4 0 0 37 230 5:05 PM 6 0 6 0 0 0 0 0 0 7 6 0 2 2 0 0 29 247 5:10 PM 4 0 9 0 0 0 0 0 0 0 1 0 2 0 0 0 16 253 5;15 PM 13 0 8 0 0 0 0 0 0 3 0 0 1 3 0 0 28 270 5:20 PM 6 0 10 0 0 0 0 0 0 5 3 0 2 2 0 0 28 289 5;25 PM 9 0 10 0 1 0 0 0 0 0 3 1 0 4 1 0 0 28 306 5-30 PM 8 0 4 0 0 0 0 0 0 5 7 0 2 2 0 0 28 316 3:35 PM 15 0 5 0 0 0 0 0 0 2 7 0 8 3 0 0 40 337 5:40 PM 17 0 7 0 0 0 0 0 0 3 8 0 .10 1 0 0 46 367 5-45 PM 23 0 9 0 0 0 0 0 0 1 4 0 2 5 0 0 44 379 - 5:50 PM 19 0 5 0 0 0 0 0 0 1 0 0 2 8 0 0 35 389 5 55 PM 16 0 3 0 0 0 0 0 0 3 4 0 3 15 0 0 44 403 ` Peak 15-Min Northbound Southbound _ Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 220 0 84 0 0 0 0 0 0 24 76 0 80 36 0 0 520 Heavy Trucks 0 0 4 0 0 0 0 0 0 0 0 0 4 Buses Pedestrians 0 8 0 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/26/2024 7:11 AM SOURCE:Quality Counts,LLC(http://www.cualitycounts.net)1-877-580-2212 Ly'c„2' ,r■ Page 1 of 1 C NI D r l fib ___ 475 1 IVE1- FEB 2 ® 2025 Type of Iuralk hour being reported:User-Defined Method for determining peak hour:Total Entering Volume LOCATION:S 38th Ave--W Sorenson RdU� YF1l CITY/STATE:Ahtanum,WA r G OW QC JOB#:Apr 11 2024 �. DATE:Thu, 11 2024 0 o Peak-Hour:7:10 AM--8:10 AM o 0 • t I Peak 15-Min:7:45 AM—8:00 AM I • • I 0 0 0 0 0 0 J 4 1. .I • V 2 ♦ 0 J t 0 ♦ 33 50 ♦ 0 J t 0 ♦ 3 0 • I0.741 ♦ 1 0 . ,� ♦ 0 1 . 1 1 r 32 . 24CC 100• KO !31• 83 71 • A 1 24 •I 1 r'• 100 0 I 33 25 6.1 12 TRUE DATA TO IMPROVE MOBILITY I L r,,,,,' 1 ,0 .0 ,01 B J ,. .. /f��\ t Q 0 ix 0 n r l �`t ♦ Q 7 4-. 1--- , ., . -1 „ 0 0 1 .0 •A `' I I .0 •A ` I ♦ J t ♦ Zi J ' .\ t (� r WA. 1.l ♦ N/A7le IN I 1 WA•• ‹,` •N/A • f * 7N/A I 4 N/A • 5-Min Count S 38th Ave 5 38th Ave W Sorenson Rd W Sorenson Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Riptht U Left Thru Right U Totals 7:00AM 0 0 3 0 0 0 0 0 0 0 0 0 4 0 0 0 7 7:05AM 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 0 5 7:11-AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 - 7:15 AM I 0 0 3 0 0 0 0 0 0 0 0 0 3 1 0 0 7 7:20AM 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 4 7:25AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 4 730 AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 5 7:35AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 7:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 7:45 AM 0 0 5 0 0 0 0 0 0 0 0 0 2 0 0 0 7 7.50 AM 0 0 2 0 0 0 0 0 0 0 0 0 4 0 0 0 6 7 55 AM 0 0 4 0 0 0 0 0 0 0 0 0 3 0 0 0 7 b, 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 55 8:05 AM 0 0 2 _ 0 0 0 0 0 0 0 0 0 7 0 0 0 9 59 8:10 AM 1 0 1 0 0 0 0 0 0 Ca ii 0 1 0 0 0 3 60 8:15 AM 0 0 2 0 i 0 0 0 0 0 0 0 0 1 0 0 0 3 56 8:20 AM 1 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 6 58 8:25 AM 0 0 1 0 0 0 0 0 0 0 1 0 4 1 0 0 7 61 8:30 AM 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 3 59 8:35 AM 1 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 6 63 8:40 AM 0 0 1 0 0 0 0 0 0 0 1 0 2 0 0 0 4 62 8:45 AM 1 0 3 0 0 0 0 0 0 0 0 0 4 0 0 0 8 63 8:50 AM 2 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 5 62 8:55 AM 0 0 3 0 0 0 0 0 0 0 0 0 i 3 0 0 9 6.1 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ,-- Ail Vehlcles 0 0 44 0 0 0 0 0 0 0 0 0 36 u 0 0 ru Heavy Trucks ' 0 0 0 0 0 0 0 0 0 4 0 0 4 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/26/2024 7:13 AM SOURCE:Quality Counts,LLC(http://www.qualityy ui s.net)1-877-580-2212 L'A,Ar« Page 1 of 1 INDEX #L U p 476 E'.'EIVEll 2 0 Type of peak hour being reported:User-Defined FEB 2025 Method for determining peak hour:Total Entering Volume LOCATION: S 38th Ave--Ahtanum Rd QC JOB#: 1655/322 CITY/STATE: Ahtanum,WA WY th YHKUiViik DATE:Thu,Apr 11 2024 Peak-Hour:4:50 PM--5:50 PM 0 17 Ia 4 Peak 15-Min:5:35 PM--5:50 PM I • • 27 0 69I 0 0 0 J i 4. + v 551 • 37 J t. 193 • 717 4.7 •2 7 J t 16 • 4 ^ 258 ♦ I I • 524 7A♦ • 5 295 ♦ 0 1 r 0 • 327CC 7.1♦ 0 l • a. 7 4 0 ♦ 6.1 0 7a0 0 +� 1 0 0 0 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY 1 ... 0 0 O LI I I` J { �. 0 J ii IH CrD 41, �� 0 A. ftl_, 0 l r -19 ' r7 7 h p 1 a ,.\ ' WA 1 I • J m.m, t • J t WA 4. MIN • WA WA♦ iiLlib •N/A • WS le • "I7 ( ♦ l 1 • 1' 71 ♦ r a WA * 7 N/A 5-Min Count S 38th Ave S 38th Ave Ahtanum Rd Ahtanum Rd Hourly Period (Northbound) (Southbound) (Eastbound) _(Westbound) Total Totals Beginning At " Left Thru Right 11 Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 4 0 3 U 3 29 0 0 0 42 2 0 83 4:05 PM 0 0 0 0 5 0 0 0 1 20 0 0 0 41 9 0 76 4:10 PM 0 0 0 0 0 0 0 0 1 30 0 0 0 42 6 0 79 4:15 PM 0 0 0 0 4 0 1 0 0 22 0 0 0 41 4 0 72 4:20 PM 0 0 0 0 1 0 3 0 0 25 0 0 0 51 5 0 85 4:25 PM 0 0 0 0 3 0 2 0 2 28 0 0 0 38 8 0 81 4:30 PM 0 0 0 0 10 0 2 0 0 19 0 0 0 53 5 0 89 4:35 PM 0 0 0 0 7 0 2 0 1 26 0 0 0 47 10 0 93 4:40 PM 0 0 0 0 2 0 1 0 3 24 0 0 0 44 10 0 84 4:45 PM 0 0 0 0 2 0 4 0 3 24 0 0 0 49 19 0 101 4:50 PM 0 0 0 0 ' 2 0 2 0 4 21 0 15 0 44 12 0 85 4:55 PM 0 0 0 0 7 0 2 0 5 23 0 0 0 51 13 0 101 1029 5:00 PM 0 0 0 0 10 0 4 0 3 21 0 0 0 48 13 0 99 1045 5.05 PM 0 0 0 0 3 0 4 0 0 16 0 0 0 46 18 0 87 1056 5:10 PM 0 0 0 0 5 0 0 0 1 20 0 0 0 65 11 0 103 1080 5.1S PM 0 0 0 0 1 0 0 0 5 20 0 0 0 49 20 0 95 1103 5:20 PM 0 0 0 0 3 0 3 0 3 21 0 0 0 45 11 0 86 1104 5;25 PM 0 0 0 0 3 0 2 0 4 22 0 0 0 42 18 0 91 1114 5:30 PM _i 0 0 0 0 6 0 3 0 2 19 0 0 0 34 7 07.1 1096 5:35 Pius 0 0 0 0 5 0 1 0 3 23 0 0 0 28 19 0 80 1083 540PM 0 0 0 0 16 0 4 0 4 26 0 0 0 40 21 0 111 1110 5'46 PM _ 0 0 0 0 7 0 2 0 3 26 0 0 0 31 — 30 0 99 1108 5:50 PM 0 0 0 0 3 0 1 0 3 13 0 0 0 26 21 0 67 1090 5:55 PM 0 0 0 0 2 0 2 0 8 20 0 0 0 32 10 0 74 1063 w Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 116 0 28 0 40 300 0 0 0 396 280 0 1160 Heavy Trucks 0 0 0 0 0 0 4 40 0 0 24 0 68 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/26/2024 7:11 AM SOURCE:Quality Counts,LLC(http://v vgoatii1,yccounts.net)1-877-580-2212 Page 1 of 1 I� Dr ...dam 477 RECEIVED Type of peak hour being reported:User-Defined Method for determining peak hour:Total Entering Volume LOCATION: S 38th Ave--Ahtanum Rd FEBQC JOB CITY/STATE: Ahtanum,WA DATE:Thu,A6 pr11 2024 41 "gri DIY 41 Peak-Hn1JT : D'Ann 10 AM 17.1 171 a *I Peak 15 Min:7:40 AM- 7:55 AM a a 3 0 38 33.3 0 15$ J . V J a V 143 ♦ 12 J l 29 ♦ 169 189♦83 J l 20.7♦ 189 497♦7 [r1P] 4. 140 4.6• ♦186 509• 0 1 r 0 •♦ 535 4.7 •r 0 1 r 0 • 5.4 h a r' __1 .1 * r. 0 0 0 0 0 0 4 * a * I- 0 0CC 0 0 TRUE DATA TO IMPROVE MOBILITY . I L i 4 0 11 ° `... �y J la1 l is FL :p .. t I l: 1 C I)/U 7 ,. 1--- 7 0 I I J •A •vI 1 J :A 4. 1 WA♦ ♦ WA - _— N/A♦ •N/A • 1 - 4. • 1 s 7 .1 . ••• 7WA 7 ., a ,WA I— a 5-Min Count S 38th Ave S 38th Ave Ahtanum Rd Ahtanum Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM I 0 0 0 0 3 0 0 0 3 28 0 0 0 9 0 0 43 7:05 AM 0 0 0 0 2 0 2 0 0 35 0 0 0 13 1 0 53 710AM 0 0 0 0 6 0 0 0 0 25 0 0 0 10 0 0 41 7:15AM 0 0 0 0 1 0 0 0 2 43 0 0 0 10 3 C 59 7:20 AM 0 a 0 0 4 0 0 a 1 29 0 0 0 11 0 tl 45 7:25 AM 0 0 0 0 2 0 0 0 2 45 0 0 0 11 1 0 61 7:30 AM 0 0 0 0 5 0 0 0 0 44 0 0 0 8 2 0 59 7:35AM 0 0 0 0 2 0 1 0 1 43 _ 0 0 0 13 2 0 62 7:40 AM 0 0 0 0 4 - 0 0 0 0 72 0 0 0 14 2 — 0 92 7:45 AM 0 0 0 0 3 0 0 0 2 49 0 0 0 15 5 0 74 7:50 AM 0 0 0 0 3 0 1 0 1 48 0 0 0 10 3 _0 66 7:55 AM 0 0 0 0 3 0 1 0 2 37 0 0 0 11 2 0 56 ' 711 8:00 AM 0 0 0 0 0 0 0 0 0 30 0 0 0 16 1 0 47 715 8:05 AM 0 0 0 0 5 a 0 0 1 32 0 0 0 11 8 0 57 719 8:10 AM 0 0 0 0 1 0 0. 0 1 22 0 0 0 11 1 0 36 7I,1 8:15 AM 0 0 0 0 1 0 0 0 0 30 0 0 0 13 3 0 47 702 8:20 AM 0 0 0 0 2 0 1 0 1 23 0 0 0 19 3 0 49 706 8:25 AM 0 0 0 0 4 0 1 0 0 23 0 0 0 10 0 0 38 683 8:30 AM 0 0 0 0 2 0 1 0 1 37 0 0 0 22 3 0 66 690 8:35 AM 0 0 0 0 4 0 0 0 1 33 0 0 0 17 2 0 57 685 8:40 AM 0 0 0 0 5 0 0 0 0 30 0 0 0 13 3 0 51 644 8:45 AM 0 0 0 0 5 0 1 0 1 24 0 0 0 6 4 0 41 611 8:50 AM 0 0 0 0 6 0 1 0 2 32 0 0 0 12 2 0 55 600 8:55 AM 0 0 0 0 3 0 0 0 1 28 0 0 0 15 5 0 52 596 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right___ U Left Thru Right U Left Thru Right U Total All Vehicles 0 0 0 0 40 0 4 0 12 676 0 0 0 156 40 0 9?r Heavy Trucks 0 0 0 0 0 0 0 36 0 0 28 4 68 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: 4,i•: Report generated on 7/26/2024 7:13 AM SOURCE:Quality Counts,LLC(http://www.qualit counts.net41-$77-580-2212 Dr' : Page 1 of 1 478 'RECEIVE', Type of peak hour being reported:User-Defined I.1-H Ya 202,5 Method for determining peak hour:Total Entering Volume LOCATION: S 52nd Ave-- Ahtanum Rd QC JOB#: 16551309 CITY/STATE: Ahtanum,WA Cif V fir YPilki{ 1;1 -- DATE:Thu,Apr 112024 PLO!.!. ' . ' Div Peak-Hour:4:50 PM--5:50 PM78 66 0 3 Ia •I Peak 15-Min:5:10 PM--5:25 PM I • • 54 0 240 0 0 J ♦ J ♦ '. 567 « 37 J t 29 « 542 39 ♦ 2.7J t34 « 42 267 ♦ 089 ♦ 513 75r « 43 304♦ 0 1 r 0 r 291 69♦ 0 7 r 0 ♦ 69 7., It e.r_ . 7 0 0 • 4 4 • QC a 0 0 • • 0 0 0 0 TRUE DATA TO IMPROVE MOBILITY J0 L 4.V I D0O I t 0 I ..x I •. 0 ♦ ` « u 0 ., rn D • r 0 0 0 --1 0 1-- I +A ` I 1 N/A .+ a 0.. 1 • J li t ♦ J I. N/A r « wA F N/A♦ •N/A • 7 C ♦ 7 r 1 • r7 7 - wA r I N/A 1 3 • 5-Min Count S 52nd Ave S 52nd Ave Ahtanum Rd Ahtanum Rd Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 6 0 3 25 0 0 0 45 2 0 81 4:05 PM 0 0 0 0 2 0 5 0 0 25 0 0 0 37 3 0 72 4:10 PM 0 0 0 0 1 1 0 4 0 4 22 0 0 0 30 2 0 63 4:15 PM 0 0 0 0 2 0 8 0 4 26 0 0 0 45 2 0 87 4:20 PM 0 0 0 0 1 0 4 0 2 21 0 0 0 42 6 0 76 4:25 PM 0 0 0 0 3 0 6 0 5 24 0 0 0 36 1 0 75 4:30 PM 0 0 0 0 5 0 7 0 1 19 0 0 0 40 5 0 77 4:35 PM 0 0 0 0 2 0 7 0 6 22 0 0 0 48 6 0 91 4:40 PM 0 0 0 0 4 0 3 0 6 31 0 0 0 45 2 0 91 4:45 PM 0 0 0 0 1 0 4 0 6 27 0 0 0 40 3 0 81 4:50 PM 0 0 9 0 3 0 7 0 2 18 0 0 0 41 5 0 76 4:55 PM 0 0 0 0 1 0 4 0 3 23 0 0 0 46 1 0 78 948 S:00 PM 0 0 0 0 0 0 2 0 2 24 0 0 0 45 5 0 78 945 5:05 PM 0 0 0 0 4 0 2 0 6 16 0 0 0 42 2 0 72 945 5:10 PM 0 0 0 0 2 0 3 0 1 20 0 0 0 60 4 0 90 972 5:15 PM 0 0 0 0 3 0 7 0 1 22 0 0 0 50 3 0 86 971 5:20 PM 0 0 0 0 1 0 3 0 4 26 0 0 0 48 1 0 83 978 5:25 PM 0 0 0 0 - a 0 8 0 3 24 0 0 0 41 1 0 79 982 5730 PM 0 0 0 0 4 0 2 0 6 17 0 0 0 39 3 0 71 976 5:35 PM 0 0 0 0 1 0 6 0 5 26 0 0 0 27 0 0 65 950 5:40 PM 0 0 0 0 0 0 5 0 2 29 0 0 0 44 2 0 82 941 5:45 PM 0 0 0 0 3 0 5 0 2 22 0 0 0 30 2 0 64 924 5:50 PM i 0 0 0 0 3 0 3 0 2 18 0 0 0 25 2 0 53 901 5:55 PM 0 0 0 0 _ 6 0 6 0 2 20 0 0 0 29 2 0 65 888 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 24 0 52 0 24 272 0 0 0 632 32 0 1036 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 24 4 40 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 7/26/2024 7:11 AM SOURCE:Quality Counts,LLC(http:/ tAlkotfalitycounts.net)1-877-580-2212 Ind.�r ,e. Page l of 1 9 N D A 479 RECEIVED FEB 20Z025 CITY PLP NU3N U DIV:� Appendix C Existing Traffic Conditions Worksheets and Volumes INDEX 480 HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave FEB2 '0 2025 01/17/2025 Movement EDT EBR WBL WBT NBL NBR Lane Configurations 4' ) tt TP r Traffic Volume(vph) 724 19 36 228 17 37 Future Volume(vph) 724 19 36 228 17 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3561 1671 3312 1612 1495 Flt Permitted 1.00 0.13 1.00 0.95 1.00 Satd.Flow(perm) 3561 226 3312 1612 1495 Peak-hour factor,PHF 0.79 0.79 0.79 0.79 0.79 0.79 Adj.Flow(vph) 916 24 46 289 22 47 RTOR Reduction(vph) 2 0 0 0 0 23 Lane Group Flow(vph) 938 0 46 289 22 24 Heavy Vehicles(%) 1% 0% 8% 9% 12% 8% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 27.2 36.0 36.0 36.5 41.3 Effective Green,g(s) 27.2 36.0 36.0 36.5 41.3 Actuated g/C Ratio 0.34 0.45 0.45 0.45 0.51 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1203 187 1481 730 841 v/s Ratio Prot c0.26 0.01 c0.09 c0.01 0.00 v/s Ratio Perm 0 10 0.01 v/c Ratio 0.78 0.25 0.20 0.03 0.03 Uniform Delay,d1 24.0 15.4 13.5 12.2 9.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.0 0.3 0.0 0.1 0.0 Delay(s) 26.9 15.6 13.5 12.3 9.7 Level of Service C B B B A Approach Delay(s/veh) 26.9 13.8 10.5 Approach LOS C B B intersection Summary HCM 2000 Control Delay(s/veh) 22.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.34 Actuated Cycle Length(s) 80.5 Sum of lost time(s) 12.0 Intersection Capacity Utilization 40.6% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report �, Page 1 #a. k 481 CE VE.[ HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave °ER- �� �� 01/17/2025CITY 01- c 1- 4\ l' PLA NdalONo, Movement EBT EBR WBL WBT NBL NBR _ Lane Configurations ' ft !rf Traffic Volume(veh/h) 724 19 36 228 17 37 Future Volume(veh/h) 724 19 36 228 17 37 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1781 1767 1722 1781 Adj Flow Rate,veh/h 916 24 46 289 22 47 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh,% 1 0 8 9 12 8 Cap,veh/h 1137 30 225 1412 777 790 Arrive On Green 0.32 0.32 0.05 0.42 0.47 0.47 _ Sat Flow,veh/h 3660 93 1697 3445 1640 1510 Grp Volume(v),veh/h 460 480 46 289 22 47 Grp Sat Flow(s),veh/h/In 1791 1868 1697 1678 1640 1510 Q Serve(g_s),s 17.9 17.9 1.3 4.1 0.5 1.2 Cycle Q Clear(g_c),s 17.9 17.9 1.3 4.1 0.5 1.2 Prop In Lane 0.05 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 571 596 225 1412 777 790 VIC Ratio(X) 0.81 0.81 0.20 0.20 0.03 0.06 Avail Cap(c_a),veh/h 1320 1378 455 2475 777 790 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),siveh 23.7 23.7 17.1 13.9 10.7 8.9 lncr Delay(d2),s/veh 1.0 1.0 0.2 0.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7 3 7.6 0.5 1.4 0.2 0.4 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 24.7 24.7 17.3 14.0 10 7 9.1 LnGrp LOS CCBB B _ A Approach Vol,veh/h 940 335 69 Approach Delay,s/veh 24.7 14 4 9.6 Approach LOS C B A Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 7.7 28.2 40.0 36.0 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g c+I1),s 3.3 19.9 3.2 6.1 Green Ext Time(p_c),s 0.0 4.3 0.1 1.2 Intersection Summary HCM 7th Control Delay,s/veh 21.4 HCM 7th LOS C Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report Page 2 rcIC �-CO .�.�r..�.._.�, 482 1FrovErio HCM 7th TWSC 2: S 52nd Ave & W Washington Ave g 0202 01/17/2025 ' Y l Y Of- YAKIlMd wv. Intersection - rom - Int Delay,s/veh 2 Movement EBT EBR W . :tT NBL NBR Lane Configurations ft+ '1 Tt V Traffic Vol,veh/h 649 25 35 210 20 94 Future Vol,veh/h 649 25 35 210 20 94 _ _ Conflicting Pods,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop - RT Channelized - None - None - None Storage Length - - 75 - 0 - - - Veh in Median Storage,# 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles,% 2 4 23 7 0 1 Mvmt Flow 832 32 45 269 26 121 Major/Minor Majors Major2 Minort Conflicting Flow All 0 0 864 0 1072 432 Stage 1 - - - - 848 - Stage 2 - - - 224 - Critical Hdwy - - 4.56 - 6.8 6.92 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.43 - 3.5 3.31 Pot Cap-1 Maneuver - - 654 218 574 Stage 1 - - - - 385 - Stage 2 - - - - 798 - — Platoon blocked,% Mov Cap-1 Maneuver - - 654 203 574 _ Mov Cap-2 Maneuver - - - - 310 - Stage 1 - - - - 385 - Stage 2 - - - - 743 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 1.56 15.16 HCM LOS C Minor LanelMajMvmt NBLn1 EBT EBR WBL VVBT Capacity(veh/h) 500 - - 654 - HCM Lane V/C Ratio 0.293 - - 0.069 - HCM Ctrs Dly(sly) 15.2 - - 10.9 - HCM Lane LOS C - - B - HCM 95th%tile Q(veh) 12 - - 0.2 - Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report "° Page 3 iN} 7-X 483 HCM Signalized Intersection Capacity Analysis ' f'h3 2025 3:Ahtanum Rd & S 52nd Ave CITY OF YA 1 ; , 01/17/2025 _0. 4- � `► PI,F f; li 1G 1)I Movement _ EBL EBT WBT WBR SBL SBR Lane Configurations ) 4 T. ) r Traffic Volume(vph) 67 469 142 13 35 22 Future Volume(vph) 67 469 142 13 35 22 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6 8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 100 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1805 1827 1642 1626 1417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1805 1827 1642_ 1626 1417 Peak-hour factor,PHF 0.80 0.80 0.80 0.80 0.80 0.80 Adj.Flow(vph) 84 586 178 16 44 28 RTOR Reduction(vph) 0 0 3 0 0 26 Lane Group Flow(vph) 84 586 191 0 44 2 Heavy Vehicles(%) 0% 4% 15% 8% 11% 14% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 _ __ _ IMO Permitted Phases 4 Actuated Green,G(s) 6.6 31.0 17.6 4.2 4.2 Effective Green,g(s) 6.6 31.0 17.6 4.2 4.2 Actuated g/C Ratio 0.14 0.64 0.36 0.09 0.09 _ Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 _ 3.0 3.0 3.0 Lane Grp Cap(vph) 244 1160 592 139 121 v/s Ratio Prot 0.05 c0.32 0.12 c0.03 v/s Ratio Perm 0.00 v/c Ratio 0.34 0.51 0.32 0.32 0.02 Uniform Delay,d1 19.1 4.8 11.3 21.0 20.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.8 0.3 0.3 1.3 0.1 Delay(s) 20.0 5.1 11.6 22.3 20.5 Level of Service B A B C C Approach Delay(s/veh) 7.0 11.6 21.6 Approach LOS A B C Intersection Summary nelil HCM 2000 Control Delay(s/veh) 9.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.60 _ Actuated Cycle Length(s) 48.8 Sum of lost time(s) 20.4 Intersection Capacity Utilization 41.0% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report ff {` , 4 Page 4 in D EX ` l - 484 9E'.-E1VED HCM 7th Signalized Intersection Summary FEB 2 0 2025 3:Ahtanum Rd & S 52nd Ave 01/17/2025 Ul I Y Ui- YAKIMA _ip. 4- \* 4/ PLAN CG OW. Movement EBL EBT WBT WBR SBL SBR _ Lane Configurations 11 + I ) j Traffic Volume(veh/h) 67 469 142 13 35 22 Future Volume(veh/h) 67 469 142 13 35 22 Initial Q(Qb),veh 0 0 0 0 0 0 11111111� Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BikeAdj(A_pbT) 1.00 1.00 1.00 1.00 "UMW Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 _ Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1900 1841 1678 1781 1737 1693 Adj Flow Rate,veh/h 84 586 178 16 44 28 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh,% 0 4 15 8 11 14 Cap,veh/h 170 1008 410 37 140 122 Arrive On Green 0.09 0.55 0,27 0.27 0.08 0.08 Sat Flow,veh/h 1810 1841 1517 136 1654 1434 Grp Volume(v),veh/h 84 586 0 194 44 28 Grp Sat Flow(s),veh/h/In 1810 1841 0 1653 1654 1434 Q Serve(g_s),s 1.6 7.8 0.0 3.6 0.9 0.7 Cycle Q Clear(g_c),s 1.6 7.8 0.0 3.6 0.9 0.7 Prop In Lane 1.00 0.08 1.00 1.00 Lane Grp Cap(c),veh/h 170 1008 0 447 140 122 V/C Ratio(X) 0.50 0.58 0.00 0.43 0.31 0.23 Avail Cap(c_a),veh/h 978 2238 0 2010 1341 1163 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 15.9 5.6 0.0 11.2 15.9 15.8 Incr Delay(d2),s/veh 2.2 0.5 0.0 0.7 1.3 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.1 0.0 1.0 0.3 0.0 Unsig.Movement Delay,s/veh IlariliiiiialFAINIWI LnGrp Delay(d),s/veh 18.2 6.1 0.0 11.8 17.2 16.8 LnGrp LOS B A B B B Approach Vol,veh/h 670 194 72 _ _ Approach Delay,s/veh 7.6 11.8 17.0 = T- Approach LOS A B B Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 27.1 9.9 10.3 16.8 Change Period(Y+Ro),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11),s 9.8 2.9 3.6 5.6 Green Ext Time(p_c),s 3.8 0.2 0.1 1.1 Intersection Summary_ HCM 7th Control Delay,s/veh 9.2 HCM 7th LOS A Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report Page 5 Ct�. C;. 485 RECEIVED HCM 7th TWSC FEB 2025 4:Ahtanum Rd & S 38th Ave _ en y O YAKl dory 01/17/2025 ov Intersection Int Delay,s/veh 1.2 Movement EBL EDT WBT WBR SBL_ SBR - - Lane Configurations 4 '14 V Traffic Vol,veh/h 12 497 140 29 38 3 Future Vol,veh/h 12 497 140 29 38 3 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 8 5 19 21 16 33 _ Mvmt Flow 16 645 182 38 49 4 Ma'or/Minor Ma ail Mart r2 Minot2 Conflicting Flow All 219 0 - 0 877 201 Stage 1 - - - - 201 Stage 2 - - - - 677 - Critical Hdwy 4.18 - - - 6,56 6.53 _ Critical Hdwy Stg 1 - - - - 5.56 - Critical Hdwy Stg 2 - - - - 5.56 - Follow-up Hdwy 2.272 - - - 3.644 3.597 Pot Cap-1 Maneuver 1315 - - - 301 768 Stage 1 - - - - 801 - Stage 2 - - - - 480 *-1111111111.111 Platoon blocked,% - Mov Cap-1 Maneuver 1315 - - - 296 768 Mov Cap-2 Maneuver - - - - 296 - Stage 1 - - - - 786 - Stage 2 - - - - 480 - Approach ES WB SD HCM Ctrl Dly,s/v 0.18 0 19 02 HCM LOS C Minar Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(vehfh) 42 - - - 310 HCM Lane VIC Ratio 0.012 - - - 0.172 HCM Ctri Dly(s/v) 7.8 0 - - 19 HCM Lane LOS A A - • C HCM 95th Wife Qfveh) 0 - - - 0.6 Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report D a4 . Page 6 fUnrX 486 RECEIVED HCM 7th TWSC 5: S 38th Ave & W Sorenson Rd FEB 2 0 2025 01/17/2025 CITY CI- YAKIMA -PLANNING DIV. Intersection Int Delay,s/veh 7.6 Movement EBT EAR WBL WBT NBL NBR Lane Configurations Traffic Vol.veh/h 0 1 32 1 1 24 Future Vol,veh/h 0 1 32 1 1 24 Conflicting Peds,#lhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 0 100 3 0 100 8 Mvmt Flow 0 1 43 1 1 32 Mayor/Minor Major1 Ma#or2 Minorl Conflicting Flow All 0 0 1 0 89 1 Stage 1 - - - - 1 - Stage 2 - - - 88 - Critical Hdwy - - 4.13 - 7.4 6.28 Critical Hdwy Stg 1 - - - - 6.4 - Critical Hdwy Stg 2 - - - • 6.4 - Follow-up Hdwy - - 2.227 - 4.4 3.372 Pot Cap-1 Maneuver - - 1615 - 720 1067 Stage 1 - - - - 818 - Stage 2 - - - 738 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1615 - 700 1067 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 818 - Stage 2 - - - - 718 - Approach EA WB NB limit HCM Ctrl Dly,ev 0 7.07 8.55 HCM LOS A Minor Lane/Major Mvmt N BLn 1 N8Ln2 EAT EAR WBL WB : Capacity(vehlh) 700 1067 - - 1615 - HCM Lane WC Ratio 0.002 0.03 - - 0.027 - HCM Cfrl Dly(sly) 10.2 8.5 - - 7.3 - — — -- — HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 0 0.1 - - 0.1 - Existing AM Existing AM 3:52 pm 12/27/2024 Baseline Synchro 12 Report Page 7 L..C. 487 HCM Signalized Intersection Capacity Analysis RECEIVED 1: S 48th Ave & W Washington Ave 2c}2,; 01/17/2025 --► 4- 4\ P CITY OF Y AKtlA Movement EBT EBR WBL WBT NBL NBR NI11 ' Lane Configurations '9 ft r Traffic Volume(vph) 456 130 256 784 62 159 Future Volume(vph) 456 130 256 784 62 159 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 0.97 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3463 1805 3610 1770 1599 Flt Permitted 1.00 0.19 1.00 0.95 1.00 Satd.Flow(perm) 3463 370 3610 1770 1599 _ Peak-hour factor,PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow(vph) 485 138 272 834 66 169 RTOR Reduction(vph) 31 0 0 0 0 69 Lane Group Flow(vph) 592 0 272 834 66 100 Heavy Vehicles(%) 1% 0% 0% 0% 2% 1% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 21.1 36.9 36.9 36.1 47.9 Effective Green,g(s) 21.1 36.9 36.9 36.1 47.9 Actuated g/C Ratio 0.26 0.46 0.46 0.45 0.59 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 _ Lane Grp Cap(vph) 902 377 1644 788 1024 v/s Ratio Prot 0.17 c0.10 0.23 0.04 c0.01 v/s Ratio Perm c0.22 0.05 v/c Ratio 0.66 0.72 0.51 0.08 0.10 Uniform Delay,d1 26.7 15.8 15.6 12.9 7 2 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.3 5.7 01 0.2 0.0 Delay(s) 28.0 21.5 15.7 13.1 7.2 Level of Service C CB B A Approach Delay(s/veh) 28.0 17.1 8.9 Approach LOS C B A Intersection Summary HCM 2000 Control Delay(s/veh) 19.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length(s) 81.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 45.9% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report Page 1 488 RECEIVED HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave FEB 2 0 2025 01/17/2025 - 41 P CITY OF YAKIMA PLANNING DIV. Movement LOT EBR WBL WBT NBL NBR Lane Configurations ft. ) Tt '1 r Traffic Volume(veh/h) 456 130 256 784 62 159 Future Volume(veh/h) 456 130 256 784 62 159 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike AdjIA pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1 00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1900 1870 1885 Adj Flow Rate,veh/h 485 138 272 834 66 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh,% 1 0 0 0 2 1 Cap,veh/h 704 199 407 1580 819 944 Arrive On Green 0.26 0.26 0.13 0.44 0.46 0.46 AIIIIMIMIIMIIIIIIM Sat Flow.veh/h 2851 779 1810 3705 1781 1598 - Grp Volume(v),veh/h 314 309 272 834 66 169 Grp Sat Flow(s),veh/hlln 1791 1745 1810 1805 1781 1598 Q Serve(g_s),s 12.4 12.5 8.1 13.2 1.6 3.8 Cycle Q Clear(g_c),s 12.4 12.5 8.1 13.2 1.6 3.8 Prop In Lane 0.45 1.00 1.00 1.00 IIIIMMIIMMIIII Lane Grp Cap(c),veh/h 458 446 407 1580 819 944 VIC Ratio(X) 0.69 0.69 0.67 0.53 0.08 0.18 IIMEIMIIIMIIIMINI Avail Cap(c_a),veh/h 1281 1249 493 2583 819 944 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),slveh 26.3 26.4 17.9 16.1 11.9 7.3 !nor Delay(d2),slveh 0.7 0.7 1.5 0.1 0.2 0.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.1 5.1 3.2 4.8 0.7 1.2 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 27.0 27.1 19.5 16.2 12.0 7.7 LnGrp LOS CC BB B A Approach Vol,veh/h 623 1106 235 Approach Delay,slveh 27.0 17.0 8.9 wiimmissiiMpimstsMEIN Approach LOS C B A Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 14.3 24.0 40.0 38.3 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_c+11),s 10.1 14.5 5.8 15.2 Green Ext Time(p_c),s 0.2 2.7 0.4 3.9 Intersection Summary HCM 7th Control Delay,s/veh 19.2 HCM 7th LOS B Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report Page 2 J 4nV CN N D g,v (. (g •• 489 RECEWED HCM 7th TWSC FEB 2 0 2025 2: S 52nd Ave & W Washington Ave _ OTV r 01/17/2025 PLANNING DIV> intersection Int Delay,s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 44 'tYir Traffic Vol,vehfh 519 19 78 771 20 73 Future Vol.veh/h 519 19 78 771 20 73 Conflicting Pads,#Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 552 20 83 820 21 78 Major/Minor Malorl Major2 Minorl Conflicting Flow All 0 0 572 0 1138 286 Stage 1 - - - - 562 - Stage 2 - - - - 576 - Critical Hdwy - 4.1 - 6.8 6.96 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.33 Pot Cap-1 Maneuver - - 1010 - 198 708 Stage 1 - - - - 540 - Stage 2 - - - - 531 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1010 - 182 708 Mov Cap-2 Maneuver - - - - 316 - Stage 1 - - - - 540 - Stage 2 - - - 487 - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.82 12.82 HCM LOS B Minor Lane/Major Mvmt NBLn1 _EBT EBR WBL WBT Capacity(veh/h) 559 - - 1010 - HCM Lane WC Ratio 0.177 - - 0.082 - HCM Ctrl Dly(s/v) 12.8 - - 8.9 - HCM Lane LOS B - - A - HCM 95th%tile Q(veh) 0.6 - - 0.3 - Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report R,:�,, Page 3 IR EcEIVED HCM Signalized Intersection Capacity Analysis FEB 2 0 2025 01/17/2025 3:Ahtanum Rd & S 52nd Ave CM tie II/AMR/IA --► ■-- 4-, \. .l PLANNING DIV. Movement EBL EBT WBT WBR SBL SBR , Lane Configurations ) t T '1 if Traffic Volume(vph) 37 267 513 29 24 54 Future Volume(vph) 37 267 513 29 24 54 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 100 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1752 1776 1815 1805 1615 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1752 1776 1815 1805 1615 Peak-hour factor,PHF 0.89 0 89 0 89 0.89 0 89 0.89 -A Adj.Flow(vph) 42 300 576 33 27 61 RTOR Reduction(vph) 0 0 1 0 0 56 Lane Group Flow(vph) 42 300 608 0 27 5 Heavy Vehicles(%) 3% 7% 4% 3% 0% 0% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 -1111.111111.11111.1.1 Permitted Phases 4 Actuated Green,G(s) 4.2 43.8 32.8 5.1 5.1 Effective Green,g(s) 4.2 43.8 32.8 5.1 5.1 Actuated g/C Ratio 0.07 0.70 0.52 0.08 0.08 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 1 Lane Grp Cap(vph) 117 1244 952 147 131 v/s Ratio Prot 0.02 c0.17 c0.33 c0.01 v/s Ratio Perm 0.00 v/c Ratio 0.36 0.24 0.64 0.18 0.04 Uniform Delay,d1 27.9 3.4 10 6 26 8 26 4 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.9 0.1 1.4 0 6 0.1 Delay(s) 29.7 3.5 12.0 27.4 26.6 Level of Service C A B C C Approach Delay(s/veh) 6.7 12.0 26.8 Approach LOS A B C Intersection Summary HCM 2000 Control Delay(s/veh) 11 5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length(s) 62.5 Sum of lost time(s) 20.4 Intersection Capacity Utilization 47.1% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report u„�, Page 4 ID�: �,e. y �� _, 491 RECEIVED HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave FEB 2 0 2025 01/17/2025 4/ GUY !1h YAKIMA PLANNING DIV. Movement EBL EST WBT WBR SOL SBR Lane Configurations Traffic Volume(veh/h) 37 267 513 29 24 54 Future Volume(veh/h) 37 267 513 29 24 54 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 -1111111111 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1856 1796 1841 1856 1900 1900 Adj Flow Rate,vehT 42 300 576 33 27 61 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh,% 3 7 4 3 0 0 Cap,veh/h 95 1113 723 41 159 141 -Arrive On Green 0.05 0.62 0.42 0.42 0.09 0.09 - - -- - -. Sat Flow.veh/h 1767 1796 1724 99 1810 1610 Grp Volume(v),veh/h 42 300 0 609 27 61 Grp Sat Flow(s),veh/h/In 1767 1796 0 1823 1810 1610 Q Serve(g_s),s 1.1 3.5 0.0 13.5 0.6 1.7 Cycle Q Clear(g_c),s 1.1 3.5 0.0 13.5 0.6 1.7 Prop In Lane 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 95 1113 0 765 159 141 v1C Ratio(X) 0.44 0.27 0.00 0.80 0.17 0.43 Avail Cap(c_a),veh/h 760 1739 0 1765 1168 1039 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 21.3 4.0 0.0 11.8 19.6 20.1 Incr Delay(d2),s/veh 3.2 0.1 0.0 1.9 0.5 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50°%),veh/In 0.5 0.5 0.0 4.0 0.3 1.6 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 24.5 4.2 0.0 13.7 20.1 22.2 LnGrp LOS C A B C C Approach Vol,veh/h 342 609 88 Approach Delay,s/veh 6.7 13.7 21.6 Approach LOS A B C Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 35.6 10.9 9.3 26.3 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11),s 5.5 3.7 3.1 15.5 Green Ext Time(p_c),s 1.7 0.2 0.1 4.0 Intersection Summary HCM 7th Control Delay,s/veh 12.1 HCM 7th LOS B Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report DOC. Page 5 ingPX 492 RECEIVED 2 0 HCM 7th TSC FEB _ ®�� W 4:Ahtanum Rd & S 38th Ave CITY OF YNnlhflA, 01/17/2025 Intersection Int Delay,s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol,veh/h 37 258 524 193 69 27 Future Vol,veh/h 37 258 524 193 69 27 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 Grade,% - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 mall Heavy Vehicles,% 3 8 5 2 0 0 Mvmt Flow 39 269 546 201 72 28 Major/Minor Majorl Ma0r2 Minor2 Conflicting Flow All 747 0 - 0 992 646 Stage 1 - - - - 646 - Stage 2 - - - - 346 - Critical Hdwy 4.13 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.227 - - - 3.5 3.3 Pot Cap-1 Maneuver 857 - - - 275 475 Stage 1 - - - - 525 - Stage 2 - - - - 721 - Platoon blocked,% Mov Cap-1 Maneuver 857 - - - 260 475 - Mov Cap-2 Maneuver - - - - 260 - Stage 1 - - - - 498 - Stage 2 - - - - 721 - Approach EB WB SB - HCM Ctrl Dly,sly 1.18 0 23.05 JEWi HCM LOS C Minor Lane/Major Mvmt EBL EDT WBT WBR SBLn1 -1�15 Capacity(veh/h) 226 - - - 298 . HCM Lane V/C Ratio 0.045 - - - 0.335 HCM Ctrl Dly sfv) 9.4 0 - - 23 HCM Lane LOS A A - - C HCM 95th%tile Q(veh) 0.1 - - - 1.4 Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report ity)'+w. Page 6 iHDEX 493 HCM 7th TWSC RECEIVED 5: S 38th Ave & W Sorenson Rd 01/17/2025 ; Y 01- YAKI1 1 Intersection - Int Delay,s/veh 7 Movement EST EBR WBL WBT_ N8t. NBR Lane Contaguralions Traffic Vol,veh/h 40 50 44 28 127 90 .91111111111111 Future Vol,veh/h 40 50 44 28 127 90 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None _ Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 11.111.11.111111.111111111 Heavy Vehicles,% 0 0 0 0 0 2 Mvmt Flow 55 68 60 38 174 123 MajorWinor Majorl Major2 Minorl _ Conflicting Flow All 0 0 123 0 248 89 Stage 1 - - - - 89 - iniiiIMI Stage 2 - - - - 159 - Critical Hdwy - - 4.1 - 6 4 6.22 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 Follow-up Hdwy - - 2.2 - 3.5 3.318 Pot Cap-1 Maneuver - - 1476 - 745 969 - - - - Stage 1 - - - - 939 - Stage 2 - - - 875 Platoon blocked,% - - Mov Cap-1 Maneuver - - 1476 - 714 969 Mov Cap-2 Maneuver - - - 714 - Stage 1 - - - - 939 - Stage 2 - - - - 839 - Approach EB_ WB _ NB - HCM Ctrl Dly,s/v 0 4.61 10.66 HCM LOS B Minor Lane/Major Murnt NBLn1 NBLn2 EST EBR WBL WBT Capacity(veh/h) 714 969 - - 1476 HCM Lane V/C Ratio 0.243 0.127 - - 0.041 - HCM Cirl Oly(sly) 11.7 9.3 - 7.5 - HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 1 0.4 - - 0.1 - Existing PM Existing PM 2:58 pm 12/29/2024 Baseline Synchro 12 Report O Page 7 inDEX (QO _an..A-...,..� 494 ECEIVED FEB 2 0 2025 CITY UHF YAKIMA PLANNING DIV. Appendix D 2030 Background Traffic Conditions Worksheets and Volumes redo C Cec 495 RECEIVED HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave VEP 9 ft 2n91. 01/17/2025 Movement EDT EBR WBL WBT _ NBL NBR PLANNING UlV, Lane Configurations " ft r Traffic Volume(vph) 941 19 36 296 17 37 Future Volume(vph) 941 19 36 296 17 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3564 1671 3312 1612 1495 Flt Permitted 1.00 0.10 1.00 0.95 1.00 Satd.Flow(perm) 3564 172 3312 1612 1495 Peak-hour factor,PHF 0.79 0,79 0.79 0.79 0.79 0.79 Adj.Flow(vph) 1191 24 46 375 22 47 RTOR Reduction(vph) 1 0 0 0 0 20 Lane Group Flow(vph) 1214 0 46 375 22 27 Heavy Vehicles(%) 1% 0% 8% 9% 12% 8% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 37.0 45.8 45.8 36.8 41.6 Effective Green,g(s) 37.0 45.8 45.8 36.8 41.6 Actuated g/C Ratio 0.41 0.51 0.51 0.41 0.46 Clearance Time(s) 4.0 4 0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1455 166 1674 654 752 v/s Ratio Prot c0.34 0.01 c0.11 0.01 c0.00 v/s Ratio Perm 0.13 0.02 v/c Ratio 0.83 0.28 0.22 0.03 0.04 Uniform Delay,d1 24.0 16.6 12.5 16.2 13 5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 41 0.3 0.0 0.1 0.0 Delay(s) 28.1 16.9 12.5 16.3 13.5 Level of Service C BBB B Approach Delay(s/veh) 28.1 13.0 14.4 Approach LOS C 8 B Intersection Summary HCM 2000 Control Delay(s/veh) 23 8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length(s) 90.6 Sum of lost time(s) 12.0 Intersection Capacity Utilization 41.6% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 1 496 RECEIVED HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave FFR 9 0 2n2c 01/17/2025 -+ c 4/1 P CITY a- 7AKliVilA Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1i+ ) +1' r Traffic Volume(veh/h) 941 19 36 296 17 37 Future Volume(veh/h) 941 19 36 296 17 37 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/ln 1885 1900 1781 1767 1722 1781 Adj Flow Rate,vehlh 1191 24 46 375 22 47 ANIMIMIll Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh,% 1 0 8 9 12 8 11 Cap,veh/h 1417 29 204 1637 687 703 Arrive On Green 0.39 0.39 0.05 0.49 0.42 0.42 - Sat Flow.veh/h 3685 72 1697 3445 1640 1510 Grp Volume(v),veh/h 594 621 46 375 22 47 - Grp Sat Flow(s),veh/h/In 1791 1872 1697 1678 1640 1510 Q Serve(g,_s),s 25.8 25.8 1.3 5.5 0.7 1.5 -111111.111 Cycle Q Clear(g_c),s 25.8 25.8 1.3 5.5 0.7 1.5 Prop In Lane 0.04 1.00 1.00 1.00 - .1111111.111111 Lane Grp Cap(c),veh/h 707 739 204 1637 687 703 V/C Ratio(X) 0.84 0.84 0.23 0.23 0.03 0.07 Avail Cap(c_a),veh/h 1168 1221 402 2188 687 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),slveh 23.5 23.6 17.7 12.7 14.7 12.7 Incr Delay(d2),s/veh 1.3 1.2 0.2 0.0 0.1 0.2 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 1 %ile BackOfQ(50%),veh/In 10.5 11.0 0.5 1.9 0.3 0.5 Unsig.Movement Delay,s/veh - LnGrp Delay(d),s/veh 24.8 24.8 17.9 12.7 14.8 12.8 LnGrp LOS CCBBBB RIM Approach Vol,veh/h 1215 421 69 Approach Delay,s/veh 24.8 13.3 13.5 Approach LOS C B B Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 8.0 37.9 40.0 45.9 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_c+11),s 3.3 27.8 3.5 7.5 Green Ext Time(p_c),s 0.0 6.1 0.1 1.6 Intersection Summary HCM 7th Control Delay,s/veh 21.5 HCM 7th LOS C Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 2 Atr OC"` �• 497 RECEWED HCM 7th TWSC FEB2 0 2025 2: S 52nd Ave & W Washington Ave 01/17/2025 OI7Y or; PLANNING DIV Intersection Int Delay,s/veh 2 Movement EBT BR WBL WBT NBL NBR Lane Configurations 11.4 +1' V Traffic Vol,veh/h 844 25 35 273 20 94 Future Vol,veh/h 844 25 35 273 20 94 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles,% 2 4 23 7 0 1 Mvmt Flow 1082 32 45 350 26 121 Major/Minor Major1 Majar2 Minorl _ Conflicting Flow All 0 0 1114 0 1363 557 Stage 1 - - - - 1098 - - — - - - Stage 2 - - - - 265 - Critical Hdwy - - 4.56 - 6-8 6.92 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5-8 - Follow-up Hdwy - - 2.43 - 3.5 3.31 PotCap-1 Maneuver - 514 - 141 476 Stage 1 - - - - 285 - Stage 2 - - - - 762 - Platoon blocked,% - Mov Cap-1 Maneuver - - 514 - 129 476 Mov Cap-2 Maneuver - - - - 230 - Stage 1 - - - - 285 - Stage 2 - - - - 695 - Approach EB WB NB HCM Ctrl Dly,s/v 0 1.44 19.05 HCM LOS C Minor LanelMajor Mvrnt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 401 - - 514 - HCM Lane VIC Ratio 0.365 - - 0.087 - HCM Ctrl Dly(s/v) 19 - - 12.7 - HCM Lane LDS C - - B - HCM 95th%tile O{veh) 1.6 - - 0.3 - Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 3 D4,r9 498 8ECEWED HCM Signalized Intersection Capacity Analysis 2025 3:Ahtanum Rd & S 52nd Ave 01/17/2025 PLYAKIIVI ANNING DIV. Movement EBL EBT WBT WBR SBL SBR r Lane Configurations 1 t 1 "I r • Traffic Volume(vph) 67 610 185 13 35 22 Future Volume(vph) 67 610 185 13 35 22 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 # Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 .1111 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00i• lidmmallIM Satd.Flow(prot) 1805 1827 1644 1626 1417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1805 1827 1644 1626 1417 Peak-hour factor,PHF 0.80 0.80 0.80 0.80 0.80 0.80 Adj.Flow(vph) 84 762 231 16 44 28 RTOR Reduction(vph) 0 0 2 0 0 26 Lane Group Flow(vph) 84 763 245 0 44 2 Heavy Vehicles(%) 0% 4% 15% 8% 11% 14% 11 Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 6.7 33.2 19.7 4.2 4.2 Effective Green,g(s) 6.7 33.2 19.7 4.2 4.2 Actuated g/C Ratio 0.13 0.65 0.39 0.08 0.08 Clearance Time(s) 6.8 6.8 6 8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 IIIIIII Lane Grp Cap(vph) 237 1189 635 133 116 v/s Ratio Prot 0.05 c0.42 0.15 c0.03 AMIIII v/s Ratio Perm 0.00 v/c Ratio 0.35 0.64 0.39 0.33 0.02 Uniform Delay,d1 20.2 5.3 11.3 22.1 21.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.9 1.2 0.4 1.5 0.1 Delay(s) 21.1 6.5 11.7 23.5 21.6 Level of Service C A B C C Approach Delay(slveh) 8.0 11.7 22.8 Approach LOS A B C Intersection Summary HCM 2000 Control Delay(s/veh) 9.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length(s) 51.0 Sum of lost time(s) 20.4 Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 4 9 �....C .. :. .. 499 RECEIVED HCM 7th Signalized Intersection Summary FEB 2 0 2025 3:Ahtanum Rd & S 52nd Ave 01/17/2025 d 1rlI C Lit yPGf(IV. PLANNING DIV. Movement. EBT WBT WBR SBL SBR Lane Configurations ' 4' T r Traffic Volume(veh/h) - 67 610 185 13 35 22 Future Volume(veh/h) 67 610 185 13 35 22 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-BikeAdj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1900 1841 1678 1781 1737 1693 Adj Flow Rate,vehlh 84 762 231 16 44 28 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh,% 0 4 15 8 11 14 Cap,veh/h 170 1008 419 29 140 122 Arrive On Green 0.09 0.55 0.27 0.27 0.08 0.08 Sat Flow.veh/h 1810 1841 1551 107 1654 1434 Grp Volume(v),veh/h 84 762 0 247 44 28 Grp Sat Flow(s),veh/h/ln 1810 1841 0 1658 1654 1434 Q Serve(g_s),s 1.6 11.8 0.0 4.7 0.9 0.7 Cycle Q Clear(g_c),s 1.6 11.8 0.0 4.7 0.9 0.7 Prop In Lane 1.00 0.06 1.00 1.00 Lane Grp Cap(c),veh/h 170 1008 0 448 140 122 V/C Ratio(X) 0.50 0.76 0.00 0.55 0.31 0.23 Avail Cap(c_a),veh/h 978 2238 0 2017 1341 1163 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 15.9 6.5 0.0 11.6 15.9 15.8 Incr Delay(d2),s/veh 2.2 1.2 0.0 1.1 1.3 1.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50%),veh/In 0.6 1.7 0.0 1.3 0.3 0.0 Unsig.Movement Delay,slveh LnGrp Delay(d),s/veh 18.2 7.6 0.0 12.6 17.2 16.8 LnGrp LOS B A B B B Approach Vol,veh/h 846 247 72 Approach Delay,slveh 8.7 12.6 17.0 Approach LOS A B B Timer Assigned Phs 2 4 5 6 _ Phs Duration(G+Y+Rc),s 27.1 9.9 10.3 16.8 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11).s 13.8 2.9 3.6 6.7 Green Ext Time(p_c),s 5.5 0.2 0.1 1.4 Interseclion Summary _ - HCM 7th Control Delay,s/veh 10.0 HCM 7th LOS B Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 5 `K ...., 500 RECEIVED HCM 7th TWSC 4:Ahtanum Rd & S 38th Ave F F3 2 0 2025 01/17/2025 :I f Y Ut- YAICIIVIA aLt- tNNii\li,_rill!-. Intersection _ Int Delay,s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations j T + i" Traffic Vol,veh/h 12 646 182 29 38 3 Future Vol,veh/h 12 646 182 29 38 3 Conflicting Peds,#!hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 8 5 19 21 16 33 Mvmt Flow 16 839 236 38 49 4 AMIMINIIIIMIIIIMININIONIN Major/Minor Majorl Major2 Minor2 Conflicting Flow All 274 0 - 0 1106 236 Stage 1 - - - - 236 - Stage 2 - - - - 870 - Critical Hdwy 4.18 - - - 6.56 6.53 Critical Hdwy Stg 1 - - - - 5.56 - Critical Hdwy Stg 2 - - - - 5.56 - Follow-up Hdwy 2.272 - - - 3.644 3.597 Pot Cap-1 Maneuver 1255 - - - 219 732 Stage 1 - - - - 771 - Stage 2 - - - - 388 - Platoon blocked,% - - Mov Cap-1 Maneuver 1255 - - - 216 732 Mov Cap-2 Maneuver - - - - 216 - Stage 1 - - - - 762 - Stage 2 - - - - 388 - Approach EB WB SB HCM Ctrl Dly,slv 0.14 0 25.57 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLri1 Capacity(veh/hj 1255 - - - 228 HCM Lane V/C Ratio 0.012 - - - 0.234 HCM Ctrl Dly(s/v) 7.9 - - - 25.6 HCM Lane LOS A - - - D HCM 951h%tile Q(veh) 0 - - • 0.9 Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report Page 6 iNVEDC 501 RECEIVED HCM 7th TWSC FEB 2 0 2025 5: S 38th Ave & W Sorenson Rd 01/17/2025 i to.... • PLANNING DIV Intersection Int Delay,s/veh 7.6 Movement EBT ERR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 0 1 32 1 1 24 Future Vol,veh/h 0 1 32 1 1 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - 0 0 Grade,% 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 0 100 3 0 100 8 Mvmt Flow 0 1 43 1 1 32 1111.1111.1 Ma or/Minor Ma'orl _ Ma cr2 Minorl Conflicting Flow All 0 0 1 0 89 1 - Stage 1 - - - 1 Stage 2 - - - - 88 - Critical Hdwy - - 4.13 - 7.4 6.28 Critical Hdwy Stg 1 - - - - 6.4 - Critical Hdwy Stg 2 - - - - 6.4 Follow-up Hdwy - - 2.227 - 4.4 3.372 Pot Cap-1 Maneuver - - 1615 - 720 1067 Stage 1 - - - - 818 - _ Stage 2 - - - - 738 Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1615 - 700 1067 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 818 -11111.111111 - Stage 2 - - - - 718 - Approach 8 WB NB - - - HCM Ctrl Dly,s/v IL 0 7.07 8.55 HCM LOS A Minor Lane1Major Mvrnt NBLn1 NBLn2 'EBT WBT _ 111 Capacity(veh/h) 700 1067 - - 1615 - HCM Lane V/C Ratio 0.002 0.03 - - 0.027 - HCM ClrI Ply(s/v) 10.2 8.5 - - 7.3 - HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 0 0.1 - - 0.1 - Background AM 2030 Background AM 2030 3:40 pm 12/29/2024 Baseline Synchro 12 Report LLrere Page 7 iNarXY �r� 502 HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave FEB 2 02D25 01/17/2025 - % ,ni'1- 4\ t PLANNING G D VA Movement EBT EBR WBL WBT NBL NBIIIIIIIIEENIMMIIIIIN Lane Configurations T')~i ) tt lri r Traffic Volume(vph) 593 130 256 1019 62 159 Future Volume(vph) 593 130 256 1019 62 159 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 0.97 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3484 1805 3610 1770 1599 Flt Permitted 1.00 0.14 1.00 0.95 1.00 Satd. Flow(perm) 3484 273 3610 1770 1599 Peak-hour factor,PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj.Flow(vph) 631 138 272 1084 66 169 RTOR Reduction(vph) 21 0 0 0 0 72 Lane Group Flow(vph) 748 0 272 1084 66 97 Heavy Vehicles(%) 1% 0% 0% 0% 2% 1% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 23.8 39.6 39.6 36.2 48.0 Effective Green,g(s) 23.8 39.6 39.6 36.2 48.0 Actuated g/C Ratio 0.28 0.47 0.47 0.43 0.57 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 989 344 1705 764 992 v/s Ratio Prot 0.21 c0.11 0.30 0.04 c0.01 v/s Ratio Perm c0.26 0.05 v/c Ratio 0.76 0.79 0.64 0.09 0.10 Uniform Delay,d1 27.4 16.6 16 7 14.0 8.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.0 11.0 0.6 0.2 0.0 Delay(s) 30.3 27.6 17.2 14.3 8.1 ANIMMIMIIIIII Level of Service C CB B A Approach Delay(s/veh) 30.3 19.3 9.8 Approach LOS C B A Intersection Summary HCM 2000 Control Delay(s/veh) 22.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length(s) 83.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report Page 1 503 HCM 7th Signalized Intersection Summary FEB 2 ° 2025 1: S 48th Ave & W Washington Ave 01/17/2025 4- •\ / COG®IV pl_A�1�1� Movement EBT EBR W'SL WBT NBL NBR _ _Lane Configurations ', Tt r Traffic Volume(veh/h) 593 130 256 1019 62 159 Future Volume(veh/h) 593 130 256 1019 62 159 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bute Adj(A jbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1900 1870 1885 Adj Flow Rate,veh/h 631 138 272 1084 66 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh,% 1 0 0 0 2 1 Cap,veh/h 789 172 372 1619 804 926 Arrive On Green 0.27 0.27 0.13 0,45 0.45 0.45 Sat Flow veh/h 3017 638 1810 3705 1781 1598 Grp Votume(v),veh/h 386 383 272 1084 66 169 Grp Sat Flow(s),veh/h/In 1791 1770 1810 1805 1781 1598 Q Seroe(g_s),s 16.0 16.1 8.1 18.9 1.7 4.0 Cycle Q Clear(g_c),s 16.0 16.1 8.1 18.9 1.7 4.0 Prop In Lane 0.36 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 483 478 372 1619 804 926 V/C Ratio(X) 0.80 0.80 0.73 0.67 0,08 0.18 Avail Cap(c_a),veh/h 1257 1242 456 2533 804 926 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 27.1 27.1 18.6 17.3 12.5 7.9 _ Incr Delay(d2),s/veh 1.2 1.2 3.3 0.2 0.2 0.4 Initial Q Delay(d3),slush 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50%),veh/ln 6.7 6.7 3.3 6.9 0.7 1.2 Unsig.Movement Delay,sfveh LnGrp Delay(d),s/veh 28.3 28.3 21.9 17.5 12.7 8.3 LnGrp LOS CCCBB A ' Approach Vol,veh/h 769 1356 235 Approach Delay,slveh 28.3 18.4 9.5 Approach LOS C B A Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 14.3 25.5 40.0 39.8 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(gc+l1),s 10.1 18.1 6.0 20.9 Green Ext Time(p_c),s 0.2 3.5 0.4 5.5 Intersection Summary _ HCM 7th Control Delay,s/veh 20.7 HCM 7th LOS C Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report Page 2 ppN1"yti!'.A' " -= -� 504 9 lEi ; IV U HCM 7th TWSC FEES 2 0 2025 2: S 52nd Ave & W Washington Ave 01/17/2025 CITY OF YAKIMA PLANNIKG V. Intersection Int Delay,s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR - 2.1111.111111 Lane Configurations tt, Tt - Traffic Vol,veh/h 675 19 78 1002 20 73 Future Vol,veh/h 675 19 78 1002 20 73 Conflicting Peds,#/hr 0 0 0 0 0 0 — — - — Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 718 20 83 1066 21 78 Major/Minor Major1 Major2 Minorl I Conflicting Flow All 0 0 738 0 1427 369 Stage 1 - - - 728 - Stage 2 - - - 699 - Critical Hdwy - - 4.1 - 6.8 6.96 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.33 Pot Cap-1 Maneuver - - 877 - 128 625 Stage 1 - - - - 444 - Stage 2 - - - - 460 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 877 - 116 625 Mov Cap-2 Maneuver - - - - 249 - Stage 1 - - - - 444 - Stage 2 - - - - 416 - A ,roach EB WB NB HCM Ctrl Dly,slv 0 0.69 i4.64 HCM LOS B Minor LanelMajor Mvmt N8Ln1 EBT EBR WBL WBT Capacity(vehlh) 472 - - 877 ,- HCM Lane V/C Ratio 0.21 - - 0.095 - HCM Ctrl Dly(s/v) 14.6 - - 9.5 - - HCM Lane LOS B - - A - HCM 95th%tile Q(veh) 0.8 - - 0.3 - Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report Page 3 INDEX:�Zi X t�s. 505 AEC54 '- HCM Signalized Intersection Capacity Analysis 3:Ahtanum Rd & S 52nd Ave3 01/17/2025 Movement ESL EBT WBT WBR S8L SBR Lane Configurations it, 14 r Traffic Volume(vph) 37 347 667 29 24 54 Future Volume(vph) 37 347 667 29 24 54 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6.8 6.8 6 8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1752 1776 1817 1805 1615 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1752 1776 1817 1805 1615 Peak-hour factor,PHF 0 89 0.89 0.89 0.89 0.89 0.89 Adj.Flow(vph) 42 390 749 33 27 61 RTOR Reduction(vph) 0 0 1 0 0 57 Lane Group Flow(vph) 42 390 781 0 27 4 Heavy Vehicles(%) 3% 7% 4% 3% 0% 0% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 4.8 63.3 51.7 5.5 5.5 Effective Green,g(s) 48 63.3 51.7 5.5 5.5 Actuated g/C Ratio 0.06 0.77 0.63 0.07 0.07 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 102 1364 1140 120 107 v/s Ratio Prot 0.02 c0.22 c0.43 c0.01 v/s Ratio Perm 0.00 v/c Ratio 0.41 0.29 0.69 0.23 0.04 Uniform Delay,d1 37.4 2.8 10 0 36.4 36.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.7 0.1 1.7 1.0 0.1 Delay(s) 40.1 3.0 11.8 37.4 36.1 Level of Service D A B D D Approach Delay(s/veh) 6.6 11.8 36.5 Approach LOS A B D Intersection Summary HCM 2000 Control Delay(s/veh) 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length(s) 82.4 Sum of lost time(s) 20.4 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report R` 7. Page 4 506 .( EIVF, HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave A t-N 2 0 2025 01/17/2025 - 4- \41. .l G I Y Uli- Y HIiMO PLANNING ollt Movement EBL EBT WBT WBR SBL SB Lane Configurations 1 + 1 111 i Traffic Volume(veh/h) 37 347 667 29 24 54 _ Future Volume(veh/h) 37 347 667 29 24 54 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1 00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1 00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1856 1796 1841 1856 1900 1900 Adj Flow Rate,veh/h 42 390 749 33 27 61 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh,% 3 7 4 3 0 0 Cap,veh/h 91 1215 880 39 145 129 Arrive On Green 0.05 0.68 0.50 0.50 0.08 0.08 Sat Flow,veh/h 1767 1796 1750 77 1810 1610 Grp Volume(v),veh/h 42 390 0 782 27 61 _ , Grp Sat Flow(s),veh/h/In 1767 1796 0 1827 1810 1610 Q Serve(g_s),s 1.3 5.0 0.0 20.8 0.8 2.0 Cycle Q Clear(g_c),s 1.3 5.0 0 0 20.8 0.8 2.0 Prop In Lane 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 91 1215 0 919 145 129 V/C Ratio(X) 0.46 0.32 0.00 0.85 0.19 0.47 Avail Cap(c_a),veh/h 633 1449 0 1473 973 866 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 25.7 3.7 0.0 12.1 24.0 24.5 Incr Delay(d2),s/veh 3.6 0.2 0.0 2.8 0.6 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0 6 0.8 0.0 6.4 0.3 0.1 Unsig.Movement Delay,s/veh - iiiMMINIMIUMIll LnGrp Delay(d),s/veh 29.3 3.9 0.0 14.9 24.6 27.2 • LnGrp LOS C A_ B C C Approach Vol,veh/h 432 782 88 Approach Delay,s/veh 6.4 14.9 26.4 Approach LOS A B C Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 44.5 11.3 9.7 34.9 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+I1),s 7.0 4.0 3.3 22.8 Green Ext Time(p_c),s 2.3 0.2 0.1 5.3 Intersection Summary HCM 7th Control Delay,s/veh 12.8 HCM 7th LOS B Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report ,_.3 Page 5 p 507 RECEIVED HCM 7th TWSC FEB 2 70�5 4:Ahtanum Rd & S 38th Ave _ CITE t►i- Y NNrto. 01/17/2025 pi Joni Intersection - - Int Delay,s/veh 2.3 Movement EBL ERT WBT WBR SBL SBR - Lane Configurations rf Traffic Vol,veh/h 37 335 681 193 69 27 Future Vol,veh/h 37 335 681 193 69 27 Conflicting Peds,#/hr 0 0 0 0 0 0 _ - 7. _ Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 3 8 5 2 0 0 Mvmt Flow 39 349 709 201 72 28 _ Major/Minor Major 1 Major2 Minor2 Conflicting Flow All 910 0 - 0 1135 709 Stage 1 - - - - 709 1.41111 Stage 2 - - - 426 - Critical Hdwy 4.13 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 5.4 Follow-up Hdwy 2.227 - - - 3.5 3.3 Pot Cap-1 Maneuver 744 - - - 226 437 Stage 1 - - - 491 - Stage 2 - - - - 663 Platoon blocked,% - - - Mov Cap-1 Maneuver 744 - - - 214 437 Mov Cap-2 Maneuver - - - - 214 - Stage 1 - - - 466 Stage 2 - - - - 663 - Approach EB WB SB HCM Ctri Dly,s/v t 0 28.7 HCM LOS D Minor Lane/Major Mvmt EBL EDT WBT WBR San Capacity(veh/h) 744 - - - 250 HCM Lane WC Ratio 0.052 - - - 0.4 HCM Ctrl Dly(sly) 10.1 - - - 28.7 HCM Lane LOS B - - - D HCM 95th%tile C{veh) 0.2 - - 1.8 Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report Page 6 O ,. ygqg7 Mq A 508 HCM 7th TWSC RECEDED 5: S 38th Ave & W Sorenson Rd - 01/17/2025 FEB 2 0 2025 Intersection Int Delay,s/veh 7 Movement EBT EBR WBL WBT NBL NBR - - Lane Configurations T.* r Traffic Vol,veh/h 40 50 44 28 127 90 Future Vol,veh/h 40 50 44 28 127 90 Conflicting Pods,#/hr 0 0 0 0 0 0 _ Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles,% 0 0 0 0 0 2 - Mvmt Flow 55 68 60 38 174 123 Ma.or/Minor Melon Ma'or2 Minorl Conflicting Flow All 0 0 123 0 248 89 Stage 1 • - - - 89 - - Stage 2 - - - - 159 - Critical Hdwy - - 4.1 - 6.4 6.22 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - 5.4 11.111111.1111.1.111111111111111 - Follow-up Hdwy • - 2.2 - 3.5 3.318 Pot Cap-1 Maneuver • - 1476 - 745 969 - Stage 1 - - - - 939 - - Stage 2 - - - - 875 - - Platoon blocked,% - Mov Cap-1 Maneuver - - 1476 - 714 969 - - Mov Cap-2 Maneuver - - - - 714 - Stage 1 - - - - 939 - - Stage 2 - - - - 839 - approach EB WB NB HCM Chi Dly,s/v 0 4.61 10.66 HCM LOS B Minor LaneiMa or Mvmt NBLn1 NBLn2 _EBT EBR WIC ' M' Capacity(vehlh) 714 969 - - 1476 HCM Lane V/C Ratio 0.243 0.127 - - 0.041 - HCM Ctrl Dly(s/v) 11.7 9.3 - - 7.5 - HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 1 0.4 - - 0.1 - Background PM 2030 Background PM 2030 1:36 pm 01/03/2025 Baseline Synchro 12 Report Page 7 fjji,DC. 509 RECEIVED FEB 2 0 2025 ,1 i ,' Vr 1 y Aho1daii1 "tilN1NG DIV Appendix E 2030 Total Traffic Conditions Worksheets and Volumes Ic,i1DL X 510 RECFIVED HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave FEB 9 0 ?or 01/22/2025 --t c e. CITY OF YikAtiVtlit Movement EBT EBR WBL WBT NBL NBR LAAili=�ti UV. Lane Configurations T r vi TT '1 r Traffic Volume(vph) 978 19 36 309 17 37 Future Volume(vph) 978 19 36 309 17 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd. Flow(prot) 3565 1671 3312 1612 1495 Flt Permitted 1.00 0.09 1.00 0.95 1.00 Satd.Flow(perm) 3565 162 3312 1612 1495 Peak-hour factor,PHF 0.79 0.79 0.79 0.79 0.79 0.79 Adj.Flow(vph) 1238 24 46 391 22 47 RTOR Reduction(vph) 1 0 0 0 0 18 Lane Group Flow(vph) 1261 0 46 391 22 29 Heavy Vehicles(%) 1% 0% 8% 9% 12% 8% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 39.5 48.3 48.3 36.8 41.6 Effective Green,g(s) 39.5 48.3 48.3 36.8 41 6 Actuated g/C Ratio 0.42 0.52 0.52 0.40 0.45 Clearance Time(s) 4 0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1512 161 1718 637 732 v/s Ratio Prot c0.35 0.01 c0.12 0.01 c0.00 v/s Ratio Perm 0.13 0.02 v/c Ratio 0.83 0.29 0.23 0.03 0.04 Uniform Delay,d1 23.9 16.8 12.2 17.3 14.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.9 0.4 0.0 0.1 0.0 Delay(s) 27.8 17.2 12.2 17.4 14.5 Level of Service C BBB B Approach Delay(s/veh) 27.8 12.8 15.4 Approach LOS C B B Intersection Summar HCM 2000 Control Delay(s/veh) 23.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length(s) 93.1 Sum of lost time(s) 12.0 Intersection Capacity Utilization 41.6% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report Page 1 511 HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave 01/22/2025 4\ iiiiiiiitioli:i..-15:04:71,47:: Movement EBT EBR WBL WBT NBL NOR Lane Configurations Ti► 1 TT '1 r Traffic Volume(veh/h) 978 19 36 309 17 37 Future Volume(veh/h) 978 19 36 309 17 37 Initial Q(Qb),veh # 0 0 0 0 0 0 Lane Width Adj. 1.00 1 00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 _ Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1781 1767 1722 1781 Adj Flow Rate,veh/h 1238 24 46 391 22 47 Peak Hour Factor 0.79 0 79 0.79 0.79 0.79 0.79 Percent Heavy Veh,% 1 0 8 9 12 8 MI Cap,veh/h 1463 28 200 1674 673 689 Arrive On Green 0.41 0.41 0.05 0.50 0.41 0.41 M Sat Flow veh/h 3688 70 1697 3445 1640 1510 Gip Volume(v),veh/h 617 645 46 391 22 47 MOM Grp Sat Flow(s),veh/h/In 1791 1873 1697 1678 1640 1510 Q Serve(g_s),s 27.3 27.4 1.3 5.8 0.7 1.5 Cycle Q Clear(g_c),s 27.3 27.4 1.3 5.8 0.7 1.5 Prop In Lane 0.04 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 729 762 200 1674 673 689 V/C Ratio(X) 0.85 0.85 0.23 0.23 0.03 0.07 Avail Cap(c_a),veh/h 1143 1195 393 2142 673 689 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 23.5 23.5 17.9 12.5 15.5 13.4 Incr Delay(d2),s/veh 2.0 2.0 0.2 0.0 0 1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.3 11 8 0.5 2.0 0 3 0.5 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 25.6 25.5 18.1 12.5 15.6 13.6 LnGrp LOS C C B B B B Approach Vol,veh/h 1262 437 69 Approach Delay,s/veh 25.5 13.1 14.2 Approach LOS C B B Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 8.0 39.7 40.0 47.8 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14 0 56.0 36.0 56.0 Max Q Clear Time(g_o+I1),s 3.3 29.4 3.5 7.8 Green Ext Time(p_c),s 0.0 6.4 0.1 1.7 Intersection Summary AM- HCM 7th Control Delay,s/veh 22.0 HCM 7th LOS C Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report Page 2 li,b°ty,)C,• 512 RECEIVED HCM 7th TWSC 2: S 52nd Ave & W Washington Ave FEB 0 2025 01/22/2025 CITY YAKIMA PLANNING DIV. intersection _ Int Delay,s/veh 3 9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ft. 1 t V Traffic Vol,vehlh 844 31 48 273 40 131 Future Vol,veh/h 844 31 48 273 40 131 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None _ Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles,% 2 4 23 7 0 1 Mvmt Flow 1082 40 62 350 51 168 Major/Minor Majorl Major2 Mlnorl Conflicting Flow All 0 0 1122 0 1400 561 Stage 1 - - - 1102 - Stage 2 - - - - 298 - Critical Hdwy - 4.56 - 6.8 6.92 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.43 - 3.5 3.31 Pot Cap-1 Maneuver - - 510 - 134 474 Stage 1 - - - - 284 - Stage 2 - - - - 733 - Platoon blocked,% - Mov Cap-1 Maneuver - - 510 - 118 474 Mov Cap-2 Maneuver - - - - 223 - Stage 1 - - - - 284 - Stage 2 - - - - 645 - Approach EB WB NB HCM Ctrl Dly,s/v 0 1.95 27.27 HCM LOS D Minor Lane1Major Murat NBLn1 EBT EBR WBL WBT - - Capacity(vehlh) 375 • - 510 HCM Lane V/C Ratio 0.585 - - 0.121 - HCM Clrl Dly(slv) 27.3 - - 13 - HCM Lane LOS D - - B - HCM 95th%tile Q(veh) 3.6 - - 0.4 - Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline ,,, Synchro 12 Report if.1)..,�C. Page 3 513 "' IVE HCM Signalized Intersection Capacity Analysis 3:Ahtanum Rd & S 52nd Ave HFI3 2 0 2025 01/22/2025 'CANNING 011/ Movement EBL EBT WBT WOR SBL S R Lane Configurations ) t T. ) r Traffic Volume(vph) 69 612 190 13 35 27 . _ Future Volume(vph) 69 612 190 13 35 27 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 111111111111 Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1805 1827 1644 1626 1417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 - - - • •'I Satd.Flow(perm) _ 1805 1827 1644 1626 1417 Peak-hour factor,PHF 0.80 0.80 0.80 0.80 0.80 0.80 ElinIIMOININIIIIN Adj.Flow(vph) 86 765 238 16 44 34 RTOR Reduction(vph) 0 0 2 0 0 30 - - - - Lane Group Flow(vph) 86 765 252 0 44 4 Heavy Vehicles(%) 0% 4% 15% 8% 11% 14% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 -`J- - - L - Permitted Phases 4 Actuated Green,G(s) 6.7 32.3 18.8 5.6 5.6 Effective Green,g(s) 6.7 32.3 18.8 5.6 5.6 Actuated g/C Ratio 0.13 0.63 0.37 0.11 0.11 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 234 1145 600 176 154 v/s Ratio Prot 0.05 c0.42 0.15 c0.03 v/s Ratio Perm 0.00 v/c Ratio 0.37 0.67 0.42 0.25 0.02 Uniform Delay,d1 20.5 6.2 12 3 21.0 20.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.0 1.5 0.5 0.7 0.1 Delay(s) 21.4 7.7 12.7 21.8 20.6 Level of Service C A B C C Approach Delay(slveh) 9.0 12.7 21.2 Approach LOS A B C Intersection Summary HCM 2000 Control Delay(s/veh) 10.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length(s) 51.5 Sum of lost time(s) 20.4 Intersection Capacity Utilization 48.5% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 ReportReport UOC,s, Page 4 fir• tr....cpC 514 RE 'EIVED HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave 01/22/2025 CI FY YAKIMA Movement ESL EBT WBT WBR SBL SBR i'' � ," " +ii'+ . Lane Configurations ) + i+ vi r Traffic Volume(veh/h) 69 612 190 13 35 27 Future Volume(veh/h) 69 612 190 13 35 27 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1900 1841 1678 1781 1737 1693 Adj Flow Rate,veh/h 86 765 238 16 44 34 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh,% 0 4 15 8 11 14 Cap,veh/h 172 1005 417 28 148 128 Arrive On Green 0.09 0.55 0.27 0.27 0.09 0.09 Sat Flow.veh/h 1810 1841 1554 104 1654 1434 Grp Volume(v),vehih 86 765 0 254 44 34 Grp Sat Flow(s),veh/h/In 1810 1841 0 1659 1654 1434 Q Serve(g_s),s 1.7 12.0 0.0 4.9 0.9 0.8 Cycle Q Clear(g_c),s 1.7 12.0 0.0 4.9 0.9 0.8 Prop In Lane 1.00 0.06 1.00 1.00 Lane Grp Cap(c),veh/h 172 1005 0 445 148 128 V/C Ratio(X) 0.50 0.76 0.00 0.57 0.30 0.27 Avail Cap(c_a),veh/h 971 2223 0 2003 1332 1155 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 16.0 6.6 0.0 11.8 15.9 15.8 Incr Delay(d2),s/veh 2.2 1.2 0.0 1.2 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 1.8 0.0 1.3 0.3 0.7 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 18.3 7.8 0.0 12.9 17.0 16.9 LnGrp LOS B A B B B Approach Vol,veh/h 851 254 78 Approach Delay,slveh 8.9 12.9 17.0 Approach LOS A B B Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 27.1 10.1 10.3 16.8 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11),s 14.0 2.9 3.7 6.9 Green Ext Time(p_c),s 5.5 0.2 0.1 1.4 Intersection Summa HCM 7th Control Delay,s/veh 10.3 HCM 7th LOS B Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report F'.' Page 5 M. d13 515 VED HCM 7th TWSC ' I 4:Ahtanum Rd & S 38th Ave j II rr 01/22/2025 t) 7AV,1 MI 01 Ttinn in Intersection Int Delay,s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR - - ' - - Lane Configurations "j r Traffic Vol,veh/h 12 674 191 29 38 3 Future Vol,veh/h 12 674 191 29 38 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 8 5 19 21 16 33 Mvmt Flow 16 875 248 38 49 4 Major/P,linor Maiori 1,,lalor2 Minor2 Conflicting Flow All 286 0 - 0 .j f 55 248 Stage 1 - - - - 248 - Stage 2 - - - - 906 - Critical Hdwy 4.18 - - - 6.56 6.53 Critical Hdwy Stg 1 - - - - 5.56 - Critical Hdwy Stg 2 - - - - 5.56 - Follow-up Hdwy 2.272 - - - 3.644 3.597 Pot Cap-1 Maneuver 1243 - - 204 721 Stage 1 - - - - 762 - Stage 2 - - - - 372 - Platoon blocked,% - - Mov Cap-1 Maneuver 1243 - - 202 721 Mov Cap-2 Maneuver - - - 202 - Stage 1 - - - - 752 - Stage 2 - - - - 372 - Approach EB WB S8 HCM Ctrl Dly,s/v 0.14 0 27.44 HCM LOS D Minor Lane/Major Merit EBL EBT WRT WBR SBLn1 Capacity(veh/h) 1243 - - - 213 HCM Lane V/C Ratio 0.013 - - - 0.25 HCM CM Dly(sly) 7.9 - - - 27.4 HCM Lane LOS A - - - D HCM 95th%tile Q(veh) 0 - - - 1 Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report Page 6 L"d 6 �v, 516 RECEIVED HCM 7th TWSC FEB2 0 2025 5: S 38th Ave & W Sorenson Rd DIY ; YAtt���� 01/22/2025 PLANNING DIV,, Intersection Int Delay,s/veh 7.6 Movement EBT EBR WBL WBT NBL NBR - Lane Configurations T., t Traffic Vol,veh/h 0 1 32 1 1 24 Future Vol,veh/h 0 1 32 1 1 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 0 100 3 0 100 8 Mvmt Flow 0 1 43 1 1 32 Major/Minor Majors Major2 Minarl Conflicting Flow All 0 0 1 0 89 1 Stage 1 - - 1 - Stage 2 - - - - 88 - Critical Hdwy - - 4.13 - 7.4 6.28 Critical Hdwy Stg 1 - - - - 6.4 - Critical Hdwy Stg 2 - - - - 6.4 - Follow-up Hdwy - - 2.227 - 4.4 3.372 Pot Cap-1 Maneuver - - 1615 - 720 1067 Stage 1 - - - - 818 - Stage 2 - - - - 738 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 1615 - 700 1067 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 818 - Stage 2 - - - - 718 - Approach EB WB NB HCM Ctrl Dly,s/v 0 7.07 8.55 HCM LOS A Minor Lane/Major Mvrnt iVBL n1 NBLn2 EDT EBR WBL WBT Capac+ty(veh/h) 700 1067 - - 1615 - HCiM Lane V/C Ratio 0.002 0.03 - - 0.027 - HCM Ctrl Dly(s/v) 10.2 8.5 - - 7.3 - HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 0 0.1 - - 0.1 - Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report Page 7 INDEX 517 RECTiVED HCM 7th TWSC 1 ?f12� 6: S 52nd Ave & Site Access A tl 01/22/2025 CITY Ur- Pf-A/CJI;,;; DIV Intersection - _ Int Delay,s/veh 2 3 Movement WBL WAR NBT NBR SAL SAT = - - - Lane Configurations f 1* 4 Tragic Vol,veh/h 1 43 109 0 14 50 Future Vol,veh/h 1 43 109 0 14 50 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 1 0 0 15 Mvmt Flow 1 51 130 0 17 60 Major/Minor Mlnorl Ma;orl Major2 Conflicting Flow All 223 130 0 0 130 0 Stage 1 130 - - - - - Stage 2 93 - - - - Critical Hdwy 6.4 6.2 - - 4.1 Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 770 925 - - 1468 - Stage 1 901 - - - - - Stage 2 936 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 761 925 - • 1468 Mov Cap-2 Maneuver 761 - - - - - Stage 1 901 - Stage 2 925 - - - - - Approach WA _ NA SA — — — - HCM Ctrt Dly,ev 9.15 0 1.64 HCM LOS A Minor LarteiMajarMvmt NBT NBRWBLn1 SAL SAT Capacity(veh/h) - - 921 394 - HCM Lane VC Ratio - - 0.057 0.011 - HCM Ctrl Dly(s/v) - - 9.1 7.5 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.2 0 - Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline ; Synchro 12 Report Page 8 518 ECEWED HCM 7th TWSC FEB 2 0 2025 7: S 52nd Ave & Site Access B 01/22/2025 J11 Y UJ ,7iRNlLdt'S PLANTING DIVV 1 Int Delay,s/veh 1.1 !MEW— WBL WBR NBT NOR SBL SBT Lane Configurations Traffic Vol,veh/h 4 14 75 2 5 78 Future Vol,veh/h 4 14 75 2 5 78 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 1 0 0 15 Mvmt Flow 5 17 89 2 6 93 Major/Minor Minorl Maorl Major2 Conflicting Flow All 195 90 0 0 92 0 Stage 1 90 - - - - - Stage 2 105 - - - - - Critical Hdwy 6.4 6.2 • - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - - Critical Hdwy Stg 2 5.4 - - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - - - Pot Cap-1 Maneuver 798 973 - - 1516 - Stage 1 938 - • - - - Stage 2 925 - - - - - Platoon blocked,% - - - _ Mov Cap-1 Maneuver 795 973 - - 1516 Mov Cap-2 Maneuver 795 - - - - - - Stage 1 938 - - - - - Stage 2 921 - - - - - - Approach WB NB SB - HCM Ctrl illy,s/v 8.98 0 0.44 HCM LOS A 1.111.11 Minor Lane/Major Myatt NBT NBRWBLn1 SBL SBT AM& , Capacity(veh/h) - - 927 108 - -. HCM Lane V/C Ratio - - 0.023 0.004 - HCM CIO Dly(sly) - - 9 7.4 0 MOM HCM Lane LOS - - A A A HCM 95th%tile(){veld - - 0.1 0 AIIIMIW Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report 4, Page 9 'bad C. ���� � 519 HCM 7th TWSC RECEIVED 8: Site Access C &Ahtanum Rd 01/22/2025 FEB 20 ?-025 Intersection _ 1400601111. Int Delay,s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations VI 1 '► Traffic Vol,veh/h 2 658 194 9 28 5 Future Vol,veh/h 2 658 194 9 28 5 _ Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - - - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 4 15 0 0 0 Mvmt Flow 2 783 231 11 33 6 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 242 0 - 0 1024 236 Stage 1 - - - 236 - Stage 2 - - - - 788 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - 3.5 3.3 Pot Cap-1 Maneuver 1337 - - - 263 808 Stage 1 - - - - 808 - Stage 2 - - - - 451 - 111111111 Platoon blocked,% " Mov Cap-1 Maneuver 1337 - - - 262 808 Mov Cap-2 Maneuver - - - - 262 - Stage 1 - - - - 806 - Stage 2 - - - - 451 - —.1111111 Approach EB WB SB HCM Ctrl Dly,s/v 0.02 0 19.22 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1337 - - - 292 HCM Lane V/C Ratio 0.002 - - - 0.134 HCM Ctri Dly(sly) 7.7 - - - 192 HCM Lane LOS A - - - C HCM 95th%tile Q(veh) 0 - - - 0.5 Total AM 2030 Total AM 2030 1:46 pm 01/03/2025 Baseline Synchro 12 Report DO, '. Page 10 iNDEX 520 HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave 1:I1--I 9y a ?Ns 01/22/2025 rr 4- 4\ e. u m y CA' YAKIMA UN. Movement EBT EBR WBL WBT NBL NBR r rliiiii Lane Configurations +T 1 T ' ) r Traffic Volume(vph) 618 130 256 1059 62 159 Future Volume(vph) 618 130 256 1059 62 159 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 0.97 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3487 1805 3610 1770 1599 Flt Permitted 1.00 0.14 1.00 0.95 1.00 Satd.Flow(perm) 3487 264 3610 1770 1599 Peak-hour factor,PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow(vph) 657 138 272 1127 66 169 RTOR Reduction(vph) 21 0 0 0 0 73 Lane Group Flow(vph) 774 0 272 1127 66 96 Heavy Vehicles(%) 1% 0% 0% 0% 2% 1% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 6 Actuated Green,G(s) 24.8 40.6 40.6 36.2 48.0 Effective Green,g(s) 24.8 40.6 40.6 36.2 48.0 Actuated g/C Ratio 0.29 0.48 0.48 0.43 0.57 Clearance Time(s) 4 0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1019 340 1728 755 980 v/s Ratio Prot 0.22 c0.11 0.31 0.04 c0.01 v/s Ratio Perm c0.27 0.05 v/c Ratio 0.76 0.80 0.65 0.09 0.10 Uniform Delay,d1 27.3 17.2 16.7 14.5 8.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.0 12.0 0.7 0.2 0.0 Delay(s) 30.3 29.2 17.4 14.7 8.5 Level of Service C CB B A Approach Delay(s/veh) 30.3 19.7 10.2 Approach LOS C B B Intersection Summary I HCM 2000 Control Delay(s/veh) 22.3 HCM 2000 Level of Service C - HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length(s) 84.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report f,,r,,, , Page 1 # C:7--le(A- 521 RECEIVED HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave FEB 2 0 2025 01/22/2025 11• .1 CITY (Ji- d�i?tIo,w PLANNING OW Movement EBT EBR WBL _ WOT NBL NOR Lane Configurations Traffic Volume(veh/h) 618 130 256 1059 62 159 Future Volume(veh/h) 618 130 256 1059 62 159 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1900 1870 1885 Adj Flow Rate,vehlh 657 138 272 1127 66 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh,% 1 0 0 0 2 1 Cap,veh/h 817 171 368 1640 796 917 Arrive On Green 0.28 0.28 0.13 0.45 0.45 0.45 Sat Flow,veh/h 3041 618 1810 3705 1781 1598 _ Grp Volume(v),vehlh 399 396 272 1127 66 169 Grp Sat Flow(s),veh/h/In 1791 1774 1810 1805 1781 1598 Q Serve(g_s),s 16.7 16.7 8.1 20.0 1.7 4.1 Cycle Q Clear(g_c),s 16.7 16.7 81 20.0 1.7 41 Prop In Lane 0.35 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 496 492 368 1640 796 917 V/C Ratio(X) 0.80 0.81 0.74 0.69 0.08 0.18 Avail Cap(c_a),veh/h 1244 1232 452 2508 796 917 _ HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1 00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 27.1 27.1 18.6 17.5 12.8 8.2 lncr Delay(d2),s/veh 1.2 1.2 3.6 0 2 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 4.1.111 %ile BackOfQ(50%),veh/In 7.0 6.9 3.4 7.3 0.7 1.3 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 28.3 28.3 22.2 17.7 13.0 8.6 _ LnGrp LOS CCC BB A Approach Vol.vehlh 795 1399 235 Approach Delay,s/veh 28.3 18.5 9.9 _ _ Approach LOS C B A Timer-AssignedPhs 3 _ 4 6 Phs Duration(G+Y+Rc),s 14.3 26.3 40.0 40.6 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 mIliMMUMIlimma Max Green Setting(Gmax),s 14.0 56.0 36.0 56 0 Max Q Clear Time(g_c+I1),s 10.1 18.7 6.1 22.0 Green Ext Time(p_c),s 0.2 3.6 0.4 5.8 Intersection Summary HCM 7th Control Delay,s/veh 20.9 HCM 7th LOS C Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report waC;4,'Aw Page 2 522 9ECEIVED HCM 7th TWSC 2: S 52nd Ave & W Washington Ave F FR 2 f2c 01/22/2025 �l1Y t1 YAKIMA Intersection — Int Delay,s/veh 1.8 Irovemerr" BR WBL WBT NBL NBR - - - Lane Configurations f t. 1+ Traffic Vol,veh/h 675 39 118 1002 33 98 Future Vol,veh/h 675 39 118 1 002 33 98 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 718 41 126 1066 35 104 Major/Minor Majorl Major2 Minor! Conflicting Flow All 0 0 760 0 1523 380 Stage 1 - - - - 739 - Stage 2 - - - - 784 - Critical Hdwy - - 4.1 - 6.8 6.96 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.33 Pot Cap-1 Maneuver - - 861 - 111 615 Stage 1 - - - - 438 - Stage 2 - - - - 416 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 861 - 95 615 Mov Cap-2 Maneuver - - - - 222 - Stage 1 - - - - 438 - Stage 2 - - - - 355 - Approach EB WB NB HCM Ctrl Dly,s/v 0 1.04 17.54 HCM LOS C 'For Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/'h) 425 - - 861 - HCM Lane WC Ratio 0.328 - - 0.146 - HCM Chl Dly(s/v) 17.5 - - 9.9 - - - HCM Lane LOS C - - A - HCM 95th%tile Q(veh) 1.4 - - 0.5 - Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report Page 3 523 RECEIVED HCM Signalized Intersection Capacity Analysis FR 2 0 2025 3:Ahtanum Rd & S 52nd Ave 01/22/2025 PLANNING'G' NIV Movement EB L EST WBT WBR SBL Lane Configurations '9 + is ' Traffic Volume(vph) 42 352 670 29 24 57 Future Volume(vph) 42 352 670 29 24 57 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 100 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1752 1776 1817 1805 1615 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1752 1776 1817 1805 1615 Peak-hour factor,PHF 0.89 0.89 0.89 0.89 0.89 0.89 Adj.Flow(vph) 47 396 753 33 27 64 RTOR Reduction(vph) 0 0 1 0 0 60 Lane Group Flow(vph) 47 396 785 0 27 4 Heavy Vehicles(%) 3% 7% 4% 3% 0% 0% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 4.9 63.4 51.7 5.5 5.5 Effective Green,g(s) 4.9 63.4 51.7 5.5 5.5 Actuated g/C Ratio 0.06 0.77 0.63 0.07 0.07 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 104 1364 1138 120 107 _ v/s Ratio Prot 0.03 c0.22 c0.43 c0.01 v/s Ratio Perm 0.00 v/c Ratio 0.45 0.29 0.69 0.23 0.04 1111=MIMI_ Uniform Delay,d1 37.5 2.8 10.1 36 5 36.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 _ Incremental Delay,d2 3.1 0.1 1.8 1.0 0.2 Delay(s) 40.6 3.0 12.0 37.4 36.2 affiffiMOMIEM Level of Service D A B D D Approach Delay(s/veh) 7.0 12.0 36.6 --- _ r- - - - " . Approach LOS A B D Intersection Summary HCM 2000 Control Delay(s/veh) 12.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length(s) 82.5 Sum of lost time(s) 20.4 Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report Page 4 N Dm X ._�....... 524 RECENED HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave ..1::t., e; r: koz 01/22/2025 --► ' d CITY 1i6- YAKIMA Movement EBL EBT WBT WEIR SBL SBIAIMMilli Lane Configurations ' t T 11 r Traffic Volume(vehlh) 42 352 670 29 24 57 Future Volume(veh/h) 42 352 670 29 24 57 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No , Adj Sat Flow,veh/h/In 1856 1796 1841 1856 1900 1900 Adj Flow Rate,veh/h 47 396 753 33 27 64 EINEMIEWINIMMIIIIIII Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh,% 3 7 4 3 0 0 Cap,veh/h 98 1220 882 39 146 130 _ Arrive On Green 0.06 0.68 0.50 0.50 0.08 0.08 Sat Flow:veh/h 1767 1796 1750 77 1810 1610 Grp Volume(v),vehlh 47 396 0 786 27 64 mommall101116111 Grp Sat Flow(s),veh/h/In 1767 1796 0 1827 1810 1610 - Q Serve(g_s),s 1.5 5.1 0.0 21.2 0.8 2.2 IMINIMI Cycle Q Clear(g_c),s 1.5 5.1 0.0 21.2 0.8 2.2 Prop In Lane 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 98 1220 0 920 146 130 V/C Ratio(X) 0.48 0.32 0.00 0.85 0.19 0.49 IMINIIIIMII Avail Cap(c_a),veh/h 624 1427 0 1452 959 853 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),slveh 26.0 3.7 0.0 12.2 24.3 24.9 Incr Delay(d2),s/veh 3.6 0.2 0.0 3.1 0.6 2.9 Initial Q Delay(d3),siveh 0.0 0.0 0.0 0.0 0.0 0.0 . - - - %ile BackOfQ(50%),veh/In 0.6 0.8 0.0 6.7 0.3 0.1 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 29.6 3.9 0.0 15.3 24.9 27.8 LnGrp LOS C A B C C Approach Vol,veh/h 443 786 91 Approach Delay,slveh 6.6 15.3 26.9 Approach LOS A B C Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 45.3 11.4 9.9 35.3 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11),s 7.1 4.2 3.5 23.2 Green Ext Time(p_c),s 2.3 0.2 0.1 5.3 Intersection Summary HCM 7th Control Delay,s/veh 13.2 HCM 7th LOS B Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline E: GC, Synchro 12 Report Page 5 fir' Y ti-- 525 RECEIVED HCM 7th TWSC FEB 2 0 2025 4:Ahtanum Rd & S 38th Ave 01/22/2025 -dtT11 JF Ar.iiW„, PLANNING DIV Intersection _ Int Delay,s/veh 2.4 Movement FBL El3T WET WBR SBL SBR _-1 Lane Configurations ° t t r Y Traffic Vol.vehlh 37 354 711 193 69 27 Future Vol,veh/h 37 354 711 193 69 27 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 3 8 5 2 0 0 Mvmt Flow 39 369 741 201 72 28 Major Minor Majors Major2 Minor2 Conflicting Flow All 942 0 - 0 1186 741 Stage 1 - - - - 741 - Stage 2 - - - - 446 - Critical Hdwy 4.13 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.227 - - - 3.5 3.3 Pot Cap-1 Maneuver 724 - - - 210 420 Stage 1 - - - - 475 - Stage 2 - - - - 649 - Platoon blocked,% - Mov Cap-1 Maneuver 724 - - - 199 420 Mov Cap-2 Maneuver - - - 199 - Stage 1 - - - - 450 - Stage 2 - - - - 649 - Approach EB WB SB HCM Ctrl Dly,s/v 0.97 0 31.46 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 724 - - - 234 HCM Lane V/C Ratio 0.053 - - - 0.428 HCM Ctrl Dly(s/v) 10.3 - - - 31.5 HCM Lane LOS B - - - D HCM 95th%tile Q[veh) 0.2 - - - 2 Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report A.,.��, Page 6 4 Cr• ��R�..-...-..� 526 RE'CTIVED HCM 7th TWSC FEB 2 0 2025 5. S 38th Ave & VV Sorenson Rd 01/22/2025 _fl! Y Li? Yiki4L, PLANNING DIV. Intersection Int Delay,s/veh 7 Movement EBT EBR WBL WBT NBL NBR all=fm _ Lane Configurations To ) + ) Fr Traffic Vol,vehlh 40 50 44 28 127 90 Future Vol,veh/h 40 50 44 28 127 90 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles,% 0 0 0 0 0 2 Mvmt Flow 55 68 60 38 174 123 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 123 0 248 89 Stage 1 - - - - 89 111111.11111111111.1.111 - Stage 2 - - - - 159 - Critical Hdwy - - 4.1 - 6.4 6.22 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.318 Pot Cap-1 Maneuver - - 1476 - 745 969 Stage 1 - - - - 939 - Stage 2 - - - - 875 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1476 - 714 969 illin Mov Cap-2 Maneuver - - - - 714 - Stage 1 - - - - 939 - Stage 2 - - - - 839 - Approach EB WB NB - .11=1 HCM Ctrl Dly.s/v 0 4.61 10.66 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 714 969 - - 1476 - HCM Lane V/C Ratio 0.243 0.127 - - 0.041 - HCM Ctrl Cly(sty) 11.7 9.3 - - 7.5 - HCM Lane LOS B A - - A - HCM 95th%tile Q{veh] 1 0.4 - - 0.1 - Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report Page 7 lob,A 527 ' lY ',, HCM 7th TWSC 6: S 52nd Ave & Site Access A FEB 2 0 2025 01/22/2025 ;i 1 V OF YAM MA Intersection Int Delay,s/veh 2.3 Movement WBR NBT NBR SBL SBT _ Lane Configurations " 4 Traffic Vol,vehih 1 29 86 1 45 97 Future Vol,veh/h 1 29 86 1 45 97 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 0 0 0 0 Mvmt Flow 1 35 102 1 54 115 Major/Minor Minors Majors Malar2 Conflicting Flow All 326 103 0 0 104 0 Stage 1 103 - - - - - Stage 2 223 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 673 957 - - 1501 - Stage 1 926 - - - - - Stage 2 819 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 647 957 - - 1501 - Mov Cap-2 Maneuver 647 - - - - - Stage 1 926 - - - - - Stage 2 788 - - - - - Approach WB NB SB HCM Ctrl Dly,s/v 8.97 0 2.37 HCM LOS A Minor LanetMajcr vmt NBT New SBL SBT Capacity(veh/h) - - 942 570 - HCM Lane V/C Ratio - - 0 038 0.036 - HCM Ctrt Dly(s/v) - - 9 7.5 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0.1 - Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report ;1)C; Page 8 G ( n RECEIVED HCM 7th TWSC FEB 2 0 ?025 7: S 52nd Ave & Site Access B 01/22/2025 CITY OF YAKIMi PLAN=Q DIV- Intersection . Int Delay,s/veh 1 1 Ernent WBL WBR NBT NBR SBL 5B - Lane Configurations f 4 Traffic Vol,vehlh 2 9 62 4 15 99 Future Vol,vehlh 2 9 62 4 15 99 Conflicting Peds,#lhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channel€zed - None - None - None IIIMMIIIIMIIIIIWIMIMMIIII Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 _ . Heavy Vehicles,% 0 0 0 0 0 0 Mvmt Flow 2 11 74 5 18 118 Major/Minor Minor I Malorl Major2 111111 Conflicting Flow All 230 76 0 0 79 0 Stage 1 76 - - - - - Stage 2 154 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - -Critical Hdwy Stg 2 5.4 - - - 111.1.1111111111 - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 763 991 - - 1533 Stage 1 952 - - - - - Stage 2 879 - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 753 991 - - 1533 Mov Cap-2 Maneuver 753 - - - - - Stage 1 952 - - - - Stage 2 868 - - - - - rmlellIMMMIIIII Approach WB NB SB HCM Ctrl Dly,s/v 8.9 0 0.97 IMMINIMMAIE HCM LOS A II Minor Lane/Major Mvmt NBT NBRYVBLn1 SBL SBT - 1 Capacity(veh/h) - - 937 237 - HCM Lane V/C Ratio - - 0.014 0.012 - HCM Ctrl Dly(sly) - - 8.9 7.4 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0 0 - Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report Page 9 RECEIVED HCM 7th TWSC FEB 2 ® 2025 8: Ahtanum Rd & Site Access C 01/22/2025 B i Y t, - Y U iMA wr': ; n i Intersection Int Delay,s/veh 0 6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations II t Traffic Vol,veh/h 5 381 710 30 19 3 Future Vol,veh/h 5 381 710 30 19 3 Conflicting Peds,#/hr 0 0 0 0 0 „11111111111111111111 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None 1111111.1111111 Storage Length 200 - - - - Veh in Median Storage,# - 0 0 - 0 - _ _ Grade, % - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 _ Heavy Vehicles,% 0 7 5 0 0 0 Mvmt Flow 6 454 845 36 23 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 881 0 - 0 1329 863 Stage 1 - - - 863 - Stage 2 - - - - 465 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 776 - - - 173 357 _ _ Stage 1 - • - - 416 - Stage 2 - • - 636 - Platoon blocked,% - - Mov Cap-1 Maneuver 776 - - - 171 357 Mov Cap-2 Maneuver - - - - 171 - Stage 1 - - - 413 • Stage 2 - - - - 636 - Approach _ EB WB SB HCM Ctrl Dly.sly 0.13 0 27.73 HCM LOS D Minor Lane+'Major Mvnit EBL EBT WBT WBRSBLn1 Capacity(vehlh) 776 - - - 184 HCM Lane V/C Ratio 0 008 - - - 0.142 HCM Ctrl Dly(sly) 9.7 - - - 27.7 HCM Lane LOS A - - - D HCM 95th%tile Q(veh) 0 - - - 0.5 Total PM 2030 Total PM 2030 1:56 pm 01/03/2025 Baseline Synchro 12 Report Page 10 {lal Yyp vim■ 530 ECE VED FEB 2 0 2025 cIFY tit PLANNING y''!' . Appendix F 2034 Background Traffic Conditions Worksheets and Volumes •Li�'e 531 siege , HCM Signalized Intersection Capacity Analysis �4 2_0� 1: S 48th Ave & W Washington Ave 01/17/2025 Movement EBT EBR WB.L WBT NBL NBR Lane Configurations ii tt ) r Traffic Volume(vph) 1086 19 36 342 17 37 Future Volume(vph) 1086 19 36 342 17 37 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 40 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 100 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3566 1671 3312 1612 1495 _ Flt Permitted 1.00 0.08 1.00 0.95 1.00 - Satd. Flow(perm) 3566 144 3312 1612 1495 Peak-hour factor,PHF 0.79 0.79 0.79 0.79 0.79 0.79 • - - - - 1 Adj. Flow(vph) 1375 24 46 433 22 47 RTOR Reduction(vph) 1 0 0 0 0 12 JIM Lane Group Flow(vph) 1398 0 46 433 22 35 Heavy Vehicles(%) 1% 0% 8% 9% 12% 8% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 45.0 53.8 53.8 36.7 41.5 - _ - Effective Green,g(s) 45.0 53.8 53.8 36.7 41.5 Actuated g/C Ratio 0.46 0.55 0.55 0.37 0.42 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1629 153 1808 600 690 v/s Ratio Prot c0.39 0.01 c0.13 0.01 c0.00 v/s Ratio Perm 0.15 0 02 v/c Ratio 0.86 0.30 0.24 0.04 0.05 Uniform Delay,d1 23.9 18.0 11.7 19 7 16.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.6 0.4 0.0 0.1 0.0 Delay(s) 28.5 18.4 11.7 19.8 16.9 Level of Service C BBBB Approach Delay(s/veh) 28.5 12.3 17.8 Approach LOS C B B Intersection Summary HCM 2000 Control Delay(s/veh) 24.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length(s) 98.5 Sum of lost time(s) 12.0 Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baselin ,„Synchro 12 Report ti` .`". Page 1 532 RECEIVED HCM 7th Signalized Intersection Summary 1: S 48th Ave & W Washington Ave I I, I-: Y. r. 2n7q)1/17/2025 --► { 4\ P 0111 OF YAKII IA 1`l„1 li:r 1? La Movement EBT EBR WBL WBT NBL NBR Lane Configurations +14 ) fit1 re Traffic Volume(veh/h) 1086 19 36 342 17 37 Future Volume(veh/h) 1086 19 36 342 17 37 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1781 1767 1722 1781 Adj Flow Rate,veh/h 1375 24 46 433 22 47 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh,% 1 0 8 9 12 8 = Cap,veh/h 1590 28 188 1776 632 649 Arrive On Green 0.44 0.44 0.04 0.53 0.39 0.39 - - IIIII Sat Flow,veh/h 3696 63 1697 3445 1640 1510 Grp Volume(v),veh/h 683 716 46 433 22 47 .. 66- -41 Grp Sat Flow(s),veh/h/ln 1791 1874 1697 1678 1640 1510 - Q Serve(g_s),s 32.2 32.2 1.3 6.5 0.8 1.7 Cycle Q Clear(g_c),s 32.2 32.2 1.3 6.5 0.8 1.7 Prop In Lane 0.03 1.00 1.00 1.00 11111111.1 Lane Grp Cap(c),veh/h 791 827 188 1776 632 649 V/C Ratio(X) 0.86 0.87 0.24 0.24 0.03 0.07 Avail Cap(c_a),veh/h 1073 1123 367 2012 632 649 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 -11 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 23.6 23.6 18.8 11.9 17.9 15.7 MI lncr Delay(d2),s/veh 4.5 4.3 0.2 0.0 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 13.8 14.4 0.5 2.2 0.3 0.6 Unsig.Movement Delay,s/veh - LnGrp Delay(d),s/veh 28.0 27.9 19.1 11.9 18.0 15.9 - - LnGrp LOS C C B B B B Approach Vol,veh/h 1399 479 69 - Approach Delay,s/veh 28.0 12.6 16.6 Imsmillif Approach LOS C B B Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 8.2 45.3 40.0 53.4 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_c+I1),s 3.3 34.2 3.7 8.5 Green Ext Time(p_c),s 0.0 7.0 0.1 1.8 Intersection Summary HCM 7th Control Delay,s/veh 23.8 HCM 7th LOS C Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline Synchro 12 Report Page 2 if ,;( {'..3•.... .r- f '1 e.) ' ` �,f�[j 533 FEB 0 2025 HCM 7th TWSC CITY OF Y AKIMA 2: S 52nd Ave & W Washington Ave PLANZU DIV 01/17/2025 Inters Int Delay,s/veh 2.1 PERIEN"IlleT EBR WBL WBT NBL NBR - - - — - Lane Configurations +.4 ++ Traffic Vol,vehlh 974 25 35 315 20 94 Future Vol,veh/h 974 25 35 315 20 94 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 _JM Heavy Vehicles,% 2 4 23 7 0 1 Mvmt Flow 1249 32 45 404 26 121 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1281 0 1556 640 _ - Stage 1 - - - 1265 - Stage 2 - - - - 292 - _ Critical Hdwy - - 4.56 - 6.8 6.92 --11111.111 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 1111111 - Follow-up Hdwy - - 2 43 - 3.5 3.31 Pot Cap-1 Maneuver - - 437 - 106 420 Stage 1 - - - - 233 - Stage 2 - - - 738 - Platoon blocked,% - - Mov Cap-1 Maneuver - - 437 - 95 420 - Mov Cap-2 Maneuver • - - - 188 - - - Stage 1 - - - - 233 - Stage 2 - - - - 663 - Approach _ E B WB NB HCM Ctrl Oly,s/v 0 1.42 22.86 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(vehlh) 345 - - 437 - HCM Lane V/C Ratio 0.423 - - 0 103 - HCM Ctrl DI)/(s/v) 22.9 - - 14.2 - - HCM Lane LOS C - - B - HCM 95th%tile Q(veh) 2 - 0.3 - Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline Synchro 12 Report Page 3 LC... ,-- cc, 534 ¢. ,r.CE V HCM Signalized Intersection Capacity Analysis -1r 2 C 2025 3:Ahtanum Rd & S 52nd Ave ill, y d) vior,,;1,Q1/17/2025 k. \. 4/ PLANFdII\:S DIV. Movement EBL EDT WBT WBR SBL SBR Lane Configurations t T li I* Traffic Volume(vph) 67 704 213 13 35 22 Future Volume(vph) 67 704 213 13 35 22 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd.Flow(prot) 1805 1827 1645 1626 1417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1805 1827 1645 1626 1417 Peak-hour factor,PHF 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow(vph) 84 880 266 16 44 28 RTOR Reduction(vph) 0 0 2 0 0 26 Lane Group Flow(vph) 84 880 280 0 44 2 Heavy Vehicles(%) 0% 4% 15% 8% 11% 14% - _ _. Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 6.8 36.6 23.0 4.1 4.1 Effective Green,g(s) 6.8 36.6 23.0 4.1 4.1 Actuated g/C Ratio 0.13 0.67 0.42 0.08 0.08 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 226 1231 696 122 106 _ v/s Ratio Prot 0.05 c0.48 0.17 c0.03 v/s Ratio Perm 0.00 v/c Ratio 0.37 0.71 0.40 0.36 0.02 Uniform Delay,d1 21.8 5.6 10.9 23.9 23.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.0 2.0 0.4 1.8 0.1 Delay(s) 22.8 7.6 11.3 25.7 23.3 Level of Service C A B C C _ Approach Delay(s/veh) 8.9 11.3 24.8 Approach LOS A B C Intersection Summary HCM 2000 Control Delay(s/veh) 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.81 11.111111111 Actuated Cycle Length(s) 54.3 Sum of lost time(s) 20.4 Intersection Capacity Utilization 53.4% ICU Level of Service A mimmimi Analysis Period(min) 15 c Critical Lane Group Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline Synchro 12 Report Page 4 HCM 7th Signalized Intersection Summary ?Eh3:Ahtanum Rd & S 52nd Aver 01/17/2025 Movement _ EEL EBT WBT WBR SBL SBR Lane Configurations 1~ '1 r Traffic Volume(veh/h) 67 704 213 13 35 22 Future Volume(veh/h) 67 704 213 13 35 22 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1 00 1.00 1.00 1.00 1 00 1 00 Ped-Bike Adj(A,.pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1900 1841 1678 1781 1737 1693 Adj Flow Rate,vehlh 84 880 266 16 44 28 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh,% 0 4 15 8 11 14 Cap,veh/h 163 1084 524 32 135 117 Arrive On Green 0.09 0.59 0.33 0,33 0.08 0.08 Sat Flow,veh/h 1810 1841 1567 94 1654 1434 Grp Volume(v),veh/h 84 880 0 282 44 28 Grp Sat Flow(s),veh/h/In 1810 1841 0 1661 1654 1434 Q Serve(g_s),s 1.8 15.5 0.0 5.6 1.0 0.8 Cycle Q Clear(g_c),s 1.8 15.5 0.0 5.6 1.0 0.8 Prop In Lane 1.00 0.06 1.00 1.00 Lane Grp Cap(c),veh/h 163 1084 0 555 135 117 VIC Ratio(X) 0.52 0.81 0.00 0.51 0.33 0.24 Avail Cap(c_a),veh/h 877 2006 0 1810 1202 1042 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0 00 1.00 1.00 1.00 Uniform Delay(d),s/veh 17.9 6.7 0.0 11.0 17.9 17.8 !nor Delay(d2),s/veh 2.5 1.5 0.0 0.7 1.4 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 2.4 0.0 1.5 0.4 0.6 Unsig.Movement Delay,slveh LnGrp Delay(d),s/veh 20.5 8.2 0.0 11.7 19.3 18.8 LnGrp LOS C A B B B Approach Vol,veh/h 964 282 72 Approach Delay,slveh 9.3 11.7 19.1 Approach LOS A B B Timer-Assigned Phs _ 2 4 5 6 _ Phs Duration(G+Y+Rc),s 31.1 10.2 10.5 20.6 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+I1),s 17.5 3.0 3.8 7.6 Green Ext Time(p_c),s 6.8 0.2 0.1 1.6 Intersection Summary HCM 7th Control Delay,s/veh 10.3 HCM 7th LOS B Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline ,nlo 12 Report Page 5 536 HFCEIVED HCM 7th TWSC FEB 2 0 2025 4:Ahtanum Rd & S 38th Ave 01/17/2025 rsection _ Int Delay,s/veh 1.4 ement EBL EST WBT WBR SBL SBR Lane Configurations li t I r Y Traffic Vol,veh/h 12 746 210 29 38 3 Future Vol,veh/h 12 746 210 29 38 3 Conflicting Peds,#/hr 0 0 0 0 0 0 _ _... Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - _ Grade,% - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 8 5 19 21 16 33 Mvmt Flow 16 969 273 38 49 4 Major/Minor Majorl Major2 Minor2 S Conflicting Flow All 310 0 • 0 1273 273 Stage 1 - - • - 273 - Stage 2 - - - 1000 - Critical Hdwy 4.18 - - - 6.56 6.53 Critical Hdwy Stg 1 - - - - 5.56 - Critical Hdwy Stg 2 - - - - 5.56 - Follow-up Hdwy 2.272 - - - 3.644 3.597 Pot Cap-1 Maneuver 1217 - • - 173 697 -11.111111111111111111 Stage 1 - - - - 742 - Stage 2 - - - - 335 Platoon blocked,% - - - Mov Cap-1 Maneuver 1217 - - - 171 697 AIMIIMMINIIIIMMIIIMIEN Mov Cap-2 Maneuver - - - - 171 - _ Stage 1 - - - - 732 - _ Stage 2 - - - - 335 - Approach ED WB SB HCM Ctrl Dly,s/v 013 0 33.06 HCM LOS D Minor LanelMajor Mvmt EBL EDT WBT WBR.SBLnl Capacity(vehih) 1217 - - - 181 HCM Lane V/C Ratio 0.013 - - - 0.295 HCM Ctrl Dly(siv) 8 - - - 33.1 HCM Lane LOS A - - - D HCM 95th%tile Q(veh) 0 - - - 1.2 111- Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline Synchro 12 Report py�i��: . Page 6 . 537 E-; WED. HCM 7th TWSC 5: S 38th Ave & W Sorenson Rd - FT-R 2 ( 2025 01/17/2025 i:1rV 01' MUM • z ,iA. . Clt�. Intersect,'; _ Int Delay,s/veh 7.6 Tr EBR W NBL Lane Configurations ', + Traffic Vol,veh/h 0 1 32 1 1 24 _ Future Val,veh/h 0 1 32 1 1 24 Conflicting Peds,#/hr 0 0 0 0 0 0 IMIIIMMAIN Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 0 100 3 0 100 8 Mvmt Flow 0 1 43 1 1 32 Major/Minor _ Majorl Major2 Minorl Conflicting Flow All 0 0 1 0 89 1 Stage 1 Stage 2 - - - - 88 - Critical Hdwy - - 4.13 - 7.4 6 28 _ Critical Hdwy Stg 1 - - - - 6.4 - Critical Hdwy Stg 2 - - - 6.4 Follow-up Hdwy - - 2.227 - 4.4 3.372 Pot Cap-1 Maneuver - - 1615 - 720 1067 _ Stage 1 - - - - 818 - Stage 2 - - - 738 Platoon blocked,% . Mov Cap-1 Maneuver • 1615 - 700 1067 11111M1M1111 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 818 - % _ . — Stage 2 - - - - 718 - Approach EB WB NB HCM Clrl Dly.s/v 0 7.07 8.55 — HCM LOS A Minor Lane/Major Writ NBLn1 NBLn2 EBT EBR Capacity(veh/h) 700 1 067 - - 1615 - HCM Lane V/C Ratio 0.002 0.03 - - 0.027 - HCM Ctrl DIy(sly) 10.2 8.5 - - 7.3 HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 0 0.1 - - 0.1 UMW Background AM 2034 Background AM 2034 3:28 pm 01/03/2025 Baseline Synchro 12 Report Page 7 IN DPW ` ``- - 538 RECEIVED FEB 2 0 2025 HCM Signalized Intersection Capacity Analysis GI j Y YAkima,;a 1: S 48th Ave & W Washington Ave pi tim°°, ' 01/17/2025 { a-- 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ft. Traffic Volume(vph) 684 130 256 1176 62 159 Future Volume(vph) 684 130 256 1176 62 159 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 0.98 1.00 1.00 1.00 0.85 Flt Protected 1.00 _ 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3494 1805 3610 1770 1599 Flt Permitted 1.00 0.13 1.00 0.95 1.00 Satd.Flow(perm) 3494 248 3610 1770 1599 Peak-hour factor,PHF 0.94 0.94 0.94 0.94 0.94 0.94 Adj.Flow(vph) 728 138 272 1251 66 169 RTOR Reduction(vph) 17 0 0 0 0 65 Lane Group Flow(vph) 849 0 272 1251 66 104 Heavy Vehicles(%) 1% 0% 0% 0% 2% 1% Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 3 6 Actuated Green,G(s) 26.6 42.4 42.4 36.3 48.1 Effective Green,g(s) 26.6 42,4 42.4 36.3 48.1 Actuated g/C Ratio 0.31 0.49 0.49 0.42 0.55 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1071 333 1765 741 960 v/s Ratio Prot 0.24 c0.11 0.35 0.04 c0.01 v/s Ratio Perm c0.29 0.05 v/c Ratio 0.79 0.82 0.71 0.09 0.11 Uniform Delay,d1 27.5 18.7 17.3 15.2 9.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.8 13.6 1.1 0.2 0.0 Delay(s) 31.3 32.3 18.4 15.5 9.2 Level of Service C CB B A Approach Delay(s/veh) 31.3 20.9 10.9 Approach LOS C C B Intersection Summary - HCM 2000 Control Delay(s/veh) 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length(s) 86.7 Sum of lost time(s) 12.0 Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report . , Page 1 539 41._ EJV D FEB 2 0 2025 HCM 7th Signalized Intersection Summary CITY OF YAtu„.., 1: S 48th Ave & W Washington Ave PLAMM DIV 01/17/2025 --P. ( 4- 4\ P Movement EBT _ EBR WBL WBT NBL NBR Lane Configurations 114. 'j i t 1 r Traffic Volume(veh/h) 684 130 256 1176 62 159 Future Volume(veh/h) 684 130 256 1176 62 159 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1900 1870 1885 Adj Flow Rate,veh/h 728 138 272 1251 66 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh,% 1 0 0 0 2 1 illIMMIIII Cap,veh/h 893 169 358 1694 773 892 Arrive On Green 0.30 0.30 0.12 0.47 0.43 0.43 _ Sat Flow,veh/h 3099 569 1810 3705 1781 1598 Grp Volume(v),veh/h 434 432 272 1251 66 169 lilil Grp Sat Flow(s),veh/h/In 1791 1783 1810 1805 1781 1598 Q Serve(g_s),s 18.6 18.6 8.1 23.3 1.8 4.3 _ - - - 41 Cycle Q Clear(g_c),s 18.6 18.6 8.1 23.3 1.8 4.3 Prop In Lane 0,32 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 532 530 358 1694 773 892 _ V/C Ratio(X) 0.82 0.82 0.76 0 74 0.09 0.19 Avail Cap(c_a),veh/h 1210 1204 439 2438 773 892 HCM Platoon Ratio 1.00 100 1.00 1.00 1.00 1.00 IljAMENI Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),slveh 27.0 27 0 18.8 17.9 13.8 9.1 -9111 lncr Delay(d2),s/veh 1.2 1.2 4.6 0.3 0.2 0.5 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.8 7.8 3.5 8.6 0.7 1.4 Unsig.Movement Delay,slveh _ dal LnGrp Delay(d),s/veh 28.2 28.2 23.4 18.2 14.0 9.5 LnGrp LOS C C C B B A Approach Vol,veh/h 866 1523 235 Approach Delay,slveh 28.2 19.1 10.8 Approach LOS C B B Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 14.3 28.6 40.0 42.9 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_o+11),s 10.1 20.6 6.3 25.3 Green Ext Time(p_c),s 0.2 4.0 0.4 6.6 Intersection Summary HCM 7th Control Delay,s/veh 21.4 HCM 7th LOS C Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline ;.aS rnchro 12 Report Page 2 540 RECEWED HCM 7th TWSC FEB 2 0 2025 2: S 52nd Ave & W Washington Ave 01/17/2025 CITY Of' Yi-Vkik,riit PLAN;::i DIV. Intersection _ -, -- • - r Int Delay,s/veh 1.1 Movement EBT EBR W8L WBT NBL NBR - Lane Configurations 4' Traffic Vol,veh/h 779 19 78 1157 20 73 Future Vol,veh/h 779 19 78 1157 20 73 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 • - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 829 20 83 1231 21 78 Major/Minor Mayorl Major2 Minorl Conflicting Flow All 0 0 849 0 1620 424 Stage 1 - - 839 - Stage 2 - - - - 781 - - Critical Hdwy - - 4.1 - 8.8 6.9ti --111111111111.11.1 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 Follow-up Hdwy - 2.2 - 3.5 3.33 _ Pot Cap-1 Maneuver - - 798 - 96 575 Stage 1 - - - - 389 - Stage 2 - - - 417 - - Platoon blocked,% Mov Cap-1 Maneuver - - 798 - 86 5751.11111.111111.111111111111111 Mov Cap-2 Maneuver - - - - 213 - Stage 1 MO. - - - 389 Stage 2 - - - - 374 - Approach EB WB NB = HCM Ctrl Dly,s/v 0 0.63 18.14 HCM LOS C Minor Lane/MaLr Mvmt- NBLn1 EBT _EBR WBL WBT - - Capacity(vehlh) 421 - - 798 - - - HCM Lane V/C Ratio 0.235 - - 0 104 - HCM Ctrl Dly(s/v) 16.1 - • 10 - - 1 HCM Lane LOS C - - B - HCM 95th%tile Q(veh) 0.9 - - 0.3 - Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report Page 3 541 ITECOVED HCM ion 3:AhtanSignalized Rd & S 52ndtAveCapacity Analysis cV2 2 0 Z0�1 01/17/2025 4- k `► 13ILYge°FpnitrOlir Movement EBL EST WBT WBR SBL _SB- - - Lane Configurations Traffic Volume(vph) 37 401 770 29 24 54 Future Volume(vph) 37 401 770 29 24 54 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6 8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 100 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1752 1776 1819 1805 1615 FIt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1752 1776 1819 1805 1615 Peak-hour factor,PHF 0.89 0.89 0.89 0.89 0.89 0.89 Adj Flow(vph) 42 451 865 33 27 61 RTOR Reduction(vph) 0 0 1 0 0 57 Lane Group Flow(vph) 42 451 897 0 27 4 Heavy Vehicles(%) 3% 7% 4% 3% 0% 0% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 4.8 63.3 51.7 5.5 5.5 Effective Green,g(s) 4.8 63.3 51.7 5.5 5.5 Actuated gIC Ratio 0.06 0.77 0.63 0.07 0.07 Clearance Time(s) 6.8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 _ 3.0 3.0 3.0 Lane Grp Cap(vph) 102 1364 1141 120 107 v/s Ratio Prot 0.02 c0.25 c0.49 c0.01 v/s Ratio Perm 0.00 v/c Ratio 0.41 0.33 0.79 0.23 0.04 Uniform Delay,d1 37.4 3.0 11.3 36.4 36.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 2.7 0.1 3.6 1.0 0.1 Delay(s) 40.1 3.1 14.9 37.4 36.1 Level of Service D A B D D Approach Delay(s/veh) 6.3 14.9 36.5 Approach LOS A B D Intersection Summary HCM 2000 Control Delay(s/veh) 13 3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length(s) 82.4 Sum of lost time(s) 20.4 Intersection Capacity Utilization 58.6% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report Page 4 ,avGnm � _ cp,_ 542 ' .CE'a HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave F E'B. 2 0 Z025 - 01/17/2025 DIV. Movement EBL _EBT WBT WBR SBL SBR Miliall Lane Configurations ) t i vi rt Traffic Volume(veh/h) 37 401 770 29 24 54 1.111.111111111011 Future Volume(veh/h) 37 401 770 29 24 54 Initial Q(Qb),veh 0 0 0 OE 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj{A_pbT) 1.00 1.00 - 1,00 1.00 il=lit - - Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 - - - Work Zone On Approach No No No Adj Sat Flow,veh/h/ln 1856 1796 1841 1856 1900 1900 Adj Flow Rate,veh/h 42 451 865 33 27 61 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh,% 3 7 4 , 3 0 0 Cap,veh/h 88 1275 974 37 135 120 Arrive On Green 0.05 0.71 0.55 ` 0.55 0.07 0.07 Sat Flow,veh/h 1767 1796 1761 67 1810 1610 - Grp Volume(v),veh/h 42 451 0 898 27 61 Grp Sat Flow(s),veh/h/In 1767 1796 0 1829 1810 1610 Q Serve(g s),s 1.5 6.1 0.0 27.3 0.9 2.3 Cycle Q Clear(g_c),s 1.5 6.1 0.0 27.3 0.9 2.3 Prop In Lane 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 88 1275 0 1011 135 120 V/C RatioQO 0.48 0.35 0.00 0.89 0.20 0.51 Avail Cap(c_a),veh/h 560 1280 0 1303 860 765 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 29.2 3.5 0.0 12.4 27.4 28.1 lncr Delay(d2),s/veh 4 0 0.2 0.0 6.4 0.7 3.3 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 1.0 0.0 9.4 0.4 0.1 Unsig.Movement Delay,slveh LnGrp Delay(d),s/veh 33.2 3.7 0.0 18.9 28.2 31.4 LnGrp LOS C A B C C Approach Vol,vehlh 493 898 88 Approach Delay,slveh 6.2 18.9 30.4 Approach LOS A B C Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 51 6 11.5 9.9 41.7 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+11),s 8.1 4.3 3.5 29.3 Green Ext Time(p_c),s 2.7 0.2 0.1 5.6 Intersection Summary HCM 7th Control Delay,s/veh 15.3 HCM 7th LOS B Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report Page 5 -Pt i�. 543 RECEVED HCM 7th TWSC �� 02e+ 4:Ahtanum Rd & S 38th Ave - 01/17/2025 arm -NICIG 01� Intersection Int Delay,s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations j' Traffic Vol,veh/h 37 387 786 193 69 27 Future Vol,veh/h 37 387 786 193 69 27 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 3 8 5 2 0 0 Mvmt Flow 39 403 819 201 72 28 Major/Minor Maori Major2 Minor2 AMIE Conflicting Flow All 1020 0 - 0 1299 819 Stage 1 - - - - 819 - Stage 2 - - - 480 - Critical Hdwy 4.13 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - • - 5.4 - Follow-up Hdwy 2.227 - - - 3.5 3.3 Pot Cap-1 Maneuver 677 - - 180 379 _ Stage 1 - • - - 437 - Stage 2 - - 626 11 .11 Platoon blocked,% - - - Mov Cap-1 Maneuver 677 - - - 170 379 —11.1.111 Mov Cap-2 Maneuver - - - - 170 - Stage 1 - - - - 412 Stage 2 - - - - 626 - Approach EB _ _ WB SB HCM Ctrl Dly,sly 0,93 0 39.48 HCM LOS E Minor Lane&MMajorMvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 677 - - - 201 HCM Lane V/C Ratio 0.057 - - - 0.498 HCM Ctrl Dly(s/v) 10.6 - - - 39.5 HCM Lane LOS B - - - E HCM 95th%tile Q(veh) 0.2 - - - 2.5 Background PM 2034 Background-PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report Page 6 O4 IN D 544 HCM 7th TWSC FEB 2) 5: S 38th Ave & W Sorenson Rd ® 20L 01/17/2025 CITY lit' Y AKiivitA Intersection - Int Delay,s/veh 7 Movement EBT E8R WBL WBT N9L NM- Lane Configurations '4 ) ' ) r Traffic Vol,vehlh 40 50 44 28 127 90 Future Val,vehih 40 50 44 28 127 90 Conflicting Peds,#/hr 0 0 0 0 0 0 ' - Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles,% 0 0 0 0 0 2 Mvmt Flow 55 68 60 38 174 123 Major/Minor Ma-or1 Ma or2 Mori Conflicting Flow All 0 0 123 0 248 89 - Stage 1 - - - - 89 - - Stage 2 - - - 159 - - - Critical Hdwy - - 4.1 - 6.4 6.22 - Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - mMIIIMIIIIMEMNIE Follow-up Hdwy - - 2.2 - 3.5 3.318 Pot Cap-1 Maneuver - - 1476 - 745 969 _ _ Stage 1 - - - - 939 - _ Stage 2 - - - - 875 - Platoon blocked,% - Mov Cap-1 Maneuver 1476 714 969 _ - - -_ _ - - - - Mov Cap-2 Maneuver - - - - 714 - Stage 1 - - - 939 Stage 2 - - - - 839 - Approach EB WB NB - - HCM Ctri Dly,s/v 0 4.61 10.66 - - - HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2_ EBT ESR WB_ 4 Capacity(veh/h) 714 969 - - 1476 - - HCM Lane V/C Ratio 0.243 0.127 - - 0.041 - HCM Girl Dly(s/v) 11.7 9.3 - - 7.5 - HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 1 0.4 - - 0.1 - Background PM 2034 Background PM 2034 3:31 pm 01/03/2025 Baseline Synchro 12 Report ri c) ;% Page 7 #. L.T _C. . 545 RECEIVED FEB 2 0 2025 CITY It YAKIMA PLANNING DIV. Appendix G 2034 Total Traffic Conditions Worksheets I 546 CENV D HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave F (-r, 2 0 202r 01/17/2025 - `V c 4\ P .r 9 ut. YAKIMA PLANNING DIV. Movement _ EBT EBR WBL WBT NBL NB• - - - Lane Configurations ti+ vi tt I) r Traffic Volume(vph) 1147 29 47 361 25 46 Future Volume(vph) 1147 29 47 361 25 46 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4 0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3562 1671 3312 1612 1495 Flt Permitted 1.00 0.08 1.00 0.95 1.00 -mi- - 1 . .m.II .-.1111.MATIM- Satd.Flow(perm) 3562 133 3312 1612 1495 Peak-hour factor.PHF 0.79 0 79 0.79 0.79 0.79 0.79 - - - - - Adj.Flow(vph) 1452 37 59 457 32 58 RTOR Reduction(vph) 2 0 0 0 0 10 MIIIMMIIMIIIIMI- Lane Group Flow(vph) 1487 0 59 457 32 48 Heavy Vehicles(%) 1% 0% 8% 9% 12% 8% 1 Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 INEEMEIM Permitted Phases 8 3 6 Actuated Green,G(s) 48.8 57.8 57.8 36.7 41.7 IIIIMINIIIII Effective Green,g(s) 48.8 57.8 57.8 36.7 41.7 Actuated gIC Ratio 0.48 0.56 0.56 0.36 0.41 mmommi Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) - 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1695 150 1867 577 666 - - v/s Ratio Prot c0.42 c0.02 0.14 0.02 c0.00 v/s Ratio Perm 0.20 0 03 v/c Ratio 0.88 0.39 0.24 0.06 0.07 limillMIIMIIIII Uniform Delay,d1 24.2 19.4 11.3 21.5 18.6 - Progression Factor 1.00 1.00 1.00 1.00 1.00 - 111 .111111110 Incremental Delay,d2 5.3 0.6 0.0 0.2 0.0 Delay(s) 29.5 20.0 11.3 21.7 18.6 Level of Service C BBCB Approach Delay(s/veh) 29.5 12.3 19.7 Approach LOS C B B Intersection Summary - -- HCM 2000 Control Delay(s/veh) 24.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length(s) 102.5 Sum of lost time(s) 12.0 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group milimmlibh Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report Page 1 ..., r--- _ (..Q. 547 HCM 7th Signalized Intersection Summary RECEIVED 1: S 48th Ave & W Washington Ave 01/17/2025 Movement EBT EBR WBL WBT NBL NBR 1.1111116.110W Lane Configurations vi Traffic Volume(veh/h) 1147 29 47 361 25 46 Future Volume(veh/h) 1147 29 47 361 25 46 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1781 1767 1722 1781 Adj Flow Rate,veh/h 1452 37 59 457 32 58 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh,% 1 0 8 9 12 8 Cap,veh/h 1649 42 187 1852 601 627 Arrive On Green 0.46 0.46 0.05 0.55 0.37 0.37 Sat Flow,veh/h 3663 91 1697 3445 1640 1510 Grp Volume(v),veh/h 728 761 59 457 32 58 Grp Sat Flow(s),veh/h/In 1791 1869 1697 1678 1640 1510 Q Serve(g_s),s 36.1 36.3 1.7 6.9 1.2 2.3 Cycle Q Clear(g_c),s 36.1 36.3 1.7 6.9 1.2 2.3 Prop In Lane 0.05 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 828 864 187 1852 601 627 V/C Ratio(X) 0.88 0.88 0.31 0.25 0.05 0.09 Avail Cap(c_a),veh/h 1022 1066 346 1915 601 627 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 23.9 24.0 20.2 11.4 20.1 17.4 Incr Delay(d2),s/veh 6.6 6.5 0.4 0.0 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.0 16.7 0.6 2.4 0.5 0.8 Unsig.Movement Delay,slveh LnGrp Delay(d),s/veh 30.6 30.5 20.6 11.4 20.2 17.7 LnGrp LOS CCCBCB OMB Approach Vol,veh/h 1489 516 90 Approach Delay,s/veh 30.5 12.5 18.6 Approach LOS C B B Timer-Assigned Phs 3 4 _ 6 8 -141111 Phs Duration(G+Y+Rc),s 8.8 49.4 40 0 58.2 Change Period(Y+Ro),s 4.0 4.0 4.0 4.0 1.111.11111111111 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_c+11),s 3.7 38.3 4.3 8.9 Green Ext Time(p_c),s 0.0 7.1 0.1 2.0 Intersection Summary ` HCM 7th Control Delay,s/veh 25.6 HCM 7th LOS C Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report , � �� Page 2 62 ---. __ 548 RECEIVED HCM 7th TWSC 2: S 52nd Ave & W Washington Ave e ?OE 01/17/2025 tjl! intersection PLANNING DIV - Int Delay,s/veh 8.2 Movement - EBT EBR WBL WBT NBL NBR Lane Configurations 4 ++ V Traffic Vol,veh/h 984 36 54 323 52 155 Future Vol,veh/h 984 36 54 323 52 155 Conflicting Peds,#/hr 0 0 0 0 0 0 — - - - - - Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles,% 2 4 23 7 0 1 - - Mvmt Flow 1262 46 69 414 67 199 -- - Ma'or/Minor Maori Ma'or2 Minorl Conflicting Flow All 0 0 1308 0 1630 654 - _ - Stage 1 - - - - 1285 - - — - Stage 2 - - - - 346 - Critical Hdwy - - 4.56 - 6.8 6.92 Critical Hdwy Stg 1 - - - - 5.8 - - Critical Hdwy Stg 2 - - - - 5.8 Follow-up Hdwy - - 2.43 - 3.5 3.31 Pot Cap-1 Maneuver - - 426 - 94 412 - - - Stage 1 - - - - 227 - - Stage 2 - - - - 694 - Platoon blocked,% Mov Cap-1 Maneuver - - 426 - 79 412 Mov Cap-2 Maneuver - - - - 177 - Stage 1 - - - - 227 - Stage 2 - - - 581 - - AillI Approach EB WB NB HCM Ctrl Dly,s/v 0 2.16 59.38 HCM LOS F Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT - -- Capacity(veh/h) 309 - - 426 - HCM Lane V/C Ratio 0.86 - - 0.163 - HCM Ctrt Dly(sly) 59.4 - - 15.1 - HCM Lane LOS F - - C - HCM 95th%tile Q(veh) 7.6 - - 0.6 - Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report Page 3 e-LQ.r\ 549 HCM Signalized Intersection Capacity Analysis 3: Ahtanum Rd & S 52nd Ave 01/17/2025 r+_. -" -.. 4/ CITY OF le„, Movement EBL EBT WBT WIN SBL SBR P► 4 PO4 ;G I _, Lane Configurations t '. 'i Traffic Volume(vph) 70 726 236 13 35 30 Future Volume(vph) 70 726 236 13 35 30 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6 8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 100 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd Flow(prot) 1805 1827 1646 1626 1417 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd Flow(perm) 1805 1827 1646 1626 1417 Peak-hour factor,PHF 0.80 0.80 0.80 0.80 0.80 0.80 IIIMIIIM Adj Flow(vph) 88 908 295 16 44 38 RTOR Reduction(vph) 0 0 2 0 0 34 1.1 Lane Group Flow(vph) 88 908 309 0 44 4 Heavy Vehicles(%) 0% 4% 15% 8% 11% 14% A_ _ - Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 =11116 Permitted Phases 4 Actuated Green,G(s) 6.8 36.1 22.5 5.7 5.7 MEMIIIMIMIIINIIMI Effective Green,g(s) 6.8 36.1 22.5 5.7 5.7 Actuated g/C Ratio 0.12 0.65 0.41 0.10 0.10 Clearance Time(s) 6 8 6.8 6.8 6.8 6.8 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 221 1190 668 167 145 v/s Ratio Prot 0.05 c0.50 0.19 c0.03 v/s Ratio Perm 0 00 v/c Ratio 0.40 0.76 0.46 0.26 0.03 INNI Uniform Delay,d1 22.4 6.7 12.0 22.9 22.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 1.2 3.0 0.5 0.8 0.1 Delay(s) 23.6 9.6 12.5 23.8 22.4 .1111 Level of Service C A B C C Approach Delay(s/veh) 10.9 12.5 23.1 Approach LOS B B C Intersection Summary HCM 2000 Control Delay(s/veh) 12 0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83 _ _ Actuated Cycle Length(s) 55.4 Sum of lost time(s) 20.4 Intersection Capacity Utilization 54.5% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report sa Page 4 ` ,-._, 550 'RECEIVED HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave FFB 2 0 2025 01/17/2025 ■-- 4%. \ip 4/ CI I Y Ui- YAKIMA PLANNING 0IV. Movement EBL EBT WBT W8R SBL SBR 1.111111.1.1111.1 Lane Configurations li t T ' r Traffic Volume(veh/h) 70 726 236 13 35 30 Future Volume(veh/h) 70 726 236 13 35 30 Initial Q(Qb),veh 0 0 0 0 0 0 MILEI Lane Width Adj. 1 00 1.00 1.00 1.00 1 00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 _ MI Parking Bus,Adj 1.00 1.00 1.00 1.00 1 00 1.00 _ Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1900 1841 1678 1781 1737 1693 Adj Flow Rate,veh/h 88 908 295 16 44 38 _ AllIM Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Percent Heavy Veh,% 0 4 15 8 11 14 Cap,veh/h 164 1103 554 30 144 125 Arrive On Green 0.09 0.60 0.35 0.35 0.09 0.09 Sat Flow veh/h 1810 1841 1577 86 1654 1434 Grp Volume(v),veh/h 88 908 0 311 44 38 _ Grp Sat Flow(s),veh/h/ln 1810 1841 0 1662 1654 1434 Q Serve(g_s),s 2.0 16.9 0.0 6.5 1.1 1.1 Cycle Q Clear(g_c),s 2.0 16.9 0.0 6.5 1.1 1.1 _ Prop In Lane 1.00 0.05 1.00 1.00 _ Lane Grp Cap(c),veh/h 164 1103 0 584 144 125 V/C Ratio(X) 0.54 0.82 0.00 0.53 0.31 0.30 IIM Avail Cap(c_a),veh/h 836 1913 0 1728 1146 994 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 _ Uniform Delay(d),slveh 18.8 6.9 0.0 11,2 18.5 18.5 Incr Delay(d2),s/veh 2.7 1.6 0.0 0.8 1.2 1.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %Ile BackOfQ(50%),veh/In 0.8 2.8 0.0 1.7 0.4 0.9 _ Unsig.Movement Delay,s/veh LnGrp Delay(d),slveh 21.5 8.5 0.0 12.0 19.7 19.9 LnGrp LOS C A B B B I Approach Vol,veh/h 996 311 82 Approach Delay,slveh 9.6 12.0 19.8 Approach LOS A B B Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 32.7 10.6 10.7 22.0 Change Period(Y+Rc),a 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+I1),s 18.9 3.1 4.0 8.5 Green Fact Time(p_c),s 7.0 0.2 0.2 1.8 Intersection Summary HCM 7th Control Delay,s/veh 10.8 HCM 7th LOS i3 Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report DC r, Page 5 551 RECEIVED FEB 202025 HCM 7th TWSC 4:Ahtanum Rd & S 38th Ave CITY Ui- yiAn,, 01/17/2025 PLAAINING DIV intersection _ Int Delay,s/veh 6.3 Movement EBL EST WBT WBR SBL SBR Lane Configurations r Traffic Vol,veh/h 31 780 222 67 80 18 Future Vol,veh/h 31 780 222 67 80 18 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 8 5 19 21 16 33 Mvmt Flow 40 1013 288 87 104 23 Major/Minor Majorl Major2 Minor2 _ Conflicting Flow All 375 0 - 0 1382 288 Stage 1 - - - - 288 - Stage 2 - - - - 1094 - Critical Hdwy 4.18 - - - 6.56 6.53 Critical Hdwy Stg 1 - - - 5.56 - Critical Hdwy Stg 2 - - - - 5.56 - Follow-up Hdwy 2.272 - - - 3.644 3.597 Pot Cap-1 Maneuver 1151 - - - 148 683 Stage 1 - - - - 730 - Stage 2 - - - - 302 - Platoon blocked,% - - - Mov Cap-1 Maneuver 1151 - - - 143 683 Mov Cap-2 Maneuver - - - - 143 - Stage 1 - - - - 704 - Stage 2 - - - - 302 - Approach ES WB S8 HCM Ctrl DIy,s/v 0.32 0 74.29 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(vehlh) 1151 - - 167 HCM Lane V/C Ratio 0.035 - - - 0.762 HCM Ctrl Dly(sly) 8.2 - - - 74.3 HCM Lane LOS A - - - F HCM 95th%tile Q(veh) 0.1 - - - 4.9 Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report ', ,C. Page 6 552 HCM 7th TWSC 5: S 38th Ave & W Sorenson Rd IT ER 2 0 Z025 01/17/2025 UlI .Y OF YAKIMA tii NN1NG DIV. Intersection Int Delay,s/veh 5.4 Movement EBT EBR WBL WBT Nt3L NBR Lane Configurations T. iT1 T r Traffic Vol,veh/h 17 58 32 22 58 24 "IIIMMMIll - Future Vol,veh/h 17 58 32 22 58 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop - RT Channelized - None - None - None Storage Length - - 100 - 125 0 - Veh in Median Storage,# 0 - - 0 0 - - - Grade, % 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles,% 0 100 3 0 100 8 - Mvmt Flow 23 78 43 30 78 32 - ...iillinil Major/Minor Major1 Maior2 Minorl Conflicting Flow All 0 0 101 0 178 62 Stage 1 - - - 62 - Stage 2 - - - - 116 - Critical Hdwy - - 4.13 - 7.4 6.28 Critical Hdwy Stg 1 - - - - 6.4 - Critical Hdwy Stg 2 - - - - 6.4 - Follow-up Hdwy - - 2.227 - 4.4 3.372 Pot Cap-1 Maneuver • - 1485 - 631 986 Stage 1 - - - - 761 - Stage 2 - • - - 714 Platoon blocked,% Mov Cap-1 Maneuver - - 1485 - 613 986 Mov Cap-2 Maneuver - - - - 613 - Stage 1 - - - - 761 Stage 2 - - - - 693 - Approach EB WB NB HCM Ctrl Dly,s/v 0 4.44 10.87 HCM LOS B V- — — Miner Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WB Capacity(veh/h) 613 986 - - 1485 - HCM Lane V/C Ratio 0.128 0.033 - - 0.029 - HCM Ctrl Dly(sly) 11.7 8.8 - - 7.5 HCM Lane LOS B A - - A - HCM 95th%tile Q(veh) 0.4 0.1 - - 0.1 Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report Page 7 !L ,,.n _'_."`"'" 553 RECEIVED HCM 7th TWSC FEB 2 0 2025 6: S 52nd Ave & Site Access A 01/17/2025 %;)I tit PLANNING DIV Intersection Int Delay,s/veh 3.2 Movement .ti WBR NBT NBR SBL SBT Lane Configurations Vyr4 Traffic Vol.veh/h 2 70 118 0 23 53 Future Vol,veh/Ii 2 70 118 0 23 53 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RI Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 1 0 0 15 Mvmt Flow 2 83 140 0 27 63 Major/Minor Minorl Majnrl Major2 Conflicting Flow All 258 140 0 0 140 0 Stage 1 140 - - - - -1111.11 - Stage 2 118 - - - - - Critical Hdwy 6.4 6.2 - • 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - _ Pot Cap-1 Maneuver 735 913 - 1455 Stage 1 891 - - - - - Stage 2 912 - - - - - _ Platoon blocked,% - Mov Cap-1 Maneuver 720 913 • - 1455 Mov Cap-2 Maneuver 720 - - - Stage 1 891 - - - Stage 2 894 - - - - - Approach WB NB _ SB HCM Ctri Dly,s/v 9.39 0 2.28 _ HCM LOS A Minor Lane/k _ - Capacity(veh/h) - - 906 545 - # HCM Lane V/C Ratio - - 0.095 0.019 - HCM Ctrl Dly jsly) - - 9.4 7.5 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - 0.3 0.1 - Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report Page 8 E D n, k 554 RECEIVED HCM 7th TWSC 7: S 52nd Ave & Site Access B FEB 2 0 2025 01/17/2025 CITY OF YAKIMA PLANNING DMA►. Intersection Int Delay,s/veh 1.7 Movement WBL WBR NOT NOR SOL SOT Lane Configurations ilyfl 4 Traffic Vol,veh/h 6 23 75 3 8 79 Future Vol,veh/h 6 23 75 3 8 79 Conflicting Pads.#lhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 1 0 0 15 Mvmt Flow 7 27 89 4 10 94 Major/Minor Minorl Majorl Major2 Conflicting Flow All 204 91 0 0 93 0 Stage 1 91 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver- 789 972 - - 1514 - Stage 1 938 - - - - - Stage 2 917 - - - - Platoon blocked,% - Mov Cap-1 Maneuver 784 972 - - 1514 - Mov Cap-2 Maneuver 784 - - - - - Stage 1 938 - - - - - Stage 2 911 - - - - - Approach WO NB SB HCM Ctrl Dly,s/v 9.04 0 0.68 HCM LOS A Minor Lane/Major Mvmt NOT NBRWBLn1 SBL SBT Capacity(veh/h) - - 926 166 - HCM Lane VIC Ratio - - 0.037 0.006 - HCM Ctrl Dly(s/v) - - 9 7.4 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 01 0 - Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report 1F qk Page 9 INDEZ 555 RECEIVED FEB 2 0 2025 HCM 7th TWSC 8: Site Access C &Ahtanum Rd Cpj d 01- YH�'1"�^NG 01/17/2025 Intense' Int Delay,s/veh 1 EBT WBT WBR SBL SBR Lane Configurations tp '► ' Traffic Vol.veh/h 3 779 239 12 34 8 Future Vol,vehTh 3 779 239 12 34 8 Conflicting Peds,#/hr 0 0 0 0 0 0 IIIMMINEWM Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 4 15 0 0 0 Mvmt Flow 4 927 285 14 40 10 Ma.criMinor Wort Ma-or2 Minor2 Conflicting Flow All 299 0 - 0 1226 292 Stage 1 - - - - 292 - Stage 2 - - - - 935 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - _ Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1274 - - - 199 752 Stage 1 - - - - 763 - Stage 2 - - - - 385 Platoon blocked,% - - - Mov Cap-1 Maneuver 1274 - - - 198 752 _ Mov Cap-2 Maneuver - - - - 198 - Stage 1 - - - - 761 - Stage 2 - - - - 385 - Approach EB W SB HCM Ctrl Dly,s/v 0.03 0 24.85 HCM LOS C Minor LaneiMaior Mvmt EBL EBT WBT WBR SBLn1 Capacity(vehlh) 1274 - - - 231 HCM Lane WC Ratio 0.003 - - - 0.217 HCM Curl Dly(sly) 7.8 - - - 24.9 HCM Lane LOS A - - - C HCM 95th%tile Q(veh) 0 - - - 0.8 Total AM 2034 Total AM 2034 1:53 pm 01/03/2025 Baseline Synchro 12 Report Page 10 inD!DC 556 aEC JVE'); HCM Signalized Intersection Capacity Analysis 1: S 48th Ave & W Washington Ave 01/17/2025 FED 9 0 2023 -w - , c 4-- 4\ P 6.11 Y Ut- YAKIMA Movement EBT EBR WBL WBT NBL NNIIIIIIIIN Lane Configurations 44 ) 11' ' Traffic Volume(vph) 723 141 268 1246 71 169 Future Volume(vph) 723 141 268 1246 71 169 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1111111.111111 Total Lost time(s) 4.0 4.0 4 0 4.0 4.0 Lane Util.Factor 0.95 1.00 0.95 1.00 1.00 Frt 0.98 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd.Flow(prot) 3492 1805 3610 1770 1599 Flt Permitted 1.00 0.12 1.00 0.95 1.00 11.111 Satd.Flow{perm) 3492 232 3610 1770 1599 Peak-hour factor,PHF 0.94 0.94 0.94 0.94 0.94 0.94 ill Adj.Flow(vph) 769 150 285 1326 76 180 RTOR Reduction(vph) 18 0 0 0 0 58 ILMIINIM Lane Group Flow(vph) 901 0 285 1326 76 122 Heavy Vehicles(%) 1% 0% 0% 0% 2% 1% 11 Turn Type NA pm+pt NA Prot pm+ov Protected Phases 4 3 8 6 3 Permitted Phases 8 6 Actuated Green,G(s) 28.7 44.8 44.8 36.3 48.4 Effective Green,g(s) 28.7 44.8 44.8 36,3 48.4 Actuated g/C Ratio 0.32 0.50 0.50 0.41 0.54 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 1124 330 1815 721 940 v/s Ratio Prot 0.26 c0.12 0.37 0.04 c0.02 v/s Ratio Perm c0.32 0 06 v/c Ratio 0.80 0.86 0.73 0.11 0.13 Uniform Delay,d1 27.6 21.1 17.4 16.3 10.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 4.0 19.6 1.3 0.3 0.0 Delay(s) 31.6 40.7 18.7 16.6 10.0 Level of Service C D BBB Approach Delay(s/veh) 31.6 22.6 12.0 Approach LOS C C B tntersectton Summary HCM 2000 Control Delay(s/veh) 24.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length(s) 89.1 Sum of lost time(s) 12.0 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report Page 1 At L 557 RECEIVED HCM 7th Signalized Intersection Summary FEB 2 0 2025 1: S 48th Ave & W Washington Ave 01/17/2025 - CITY Ut'iI- ini,, $ 4\ ,. PLANNING DIV. Movement ERT ERR WBL WBT NBL NBR Lane Configurations 4 i ft ' iff Traffic Volume(veh/h) 723 141 268 1246 71 169 Future Volume(veh/h) 723 141 268 1246 71 169 Initial Q(Qb),veh 0 0 0 0 00 Lane Width Adj. 1 00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A-pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1900 1870 1885 Adj Flow Rate,veh/h 769 150 285 1326 76 180 Peak Hour Factor 0 94 0.94 0.94 0 94 0.94 0.94 Percent Heavy Veh,% 1 0 0 0 2 1 Cap,veh/h 933 182 357 1750 751 874 Arrive On Green 0.31 0.31 0.13 0 48 0.42 0.42 Sat Flow.veh/h 3083 583 1810 3705 1781 1598 Grp Volume(v),veh/h 461 458 285 1326 76 180 Grp Sat Flow(s),veh/h/In 1791 1780 1810 1805 1781 1598 Q Serve(g_s),s 20.4 20.4 8.6 25.5 2.2 4.9 Cycle Q Clear(g_c),s 20.4 20.4 8.6 25.5 2.2 4.9 Prop In Lane 0.33 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 559 556 357 1750 751 874 V/C Ratio(X) 0.82 0.82 0.80 0.76 0.10 0.21 Avail Cap(c_a),veh/h 1174 1167 427 2367 751 874 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 27.2 27.2 19.0 17.9 14.9 9.9 Incr Delay(d2),s/veh 1.2 1.2 7.2 0.6 0.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8 5 8.5 3.9 9.4 0.9 1.6 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 28.4 28.4 26.2 18.5 15.2 10.4 LnGrp LOS CCCBBB Approach Vol,veh/h 919 1611 256 Approach Delay,s/veh 28.4 19.9 11.8 Approach LOS C B B Timer-Assigned Phs 3 4 6 8 Phs Duration(G+Y+Rc),s 14 7 30.7 40 0 45.4 Change Period(Y+Rc),s 4.0 4.0 4.0 4.0 Max Green Setting(Gmax),s 14.0 56.0 36.0 56.0 Max Q Clear Time(g_c+11),s 10.6 22.4 6.9 27.5 Green Ext Time(p_c),s 0.1 4.3 0.4 7.1 Intersection Summary HCM 7th Control Delay,s/veh 21.9 HCM 7th LOS C Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report Page 2 i�44 558 HCM 7th TWSC ''F. 'FIV 2: S 52nd Ave & W Washington Ave 01/17/2025 FER 2 0 2025 Intersection .,i i �. ??iP,li 41 Int Delay,s/veh 2 3 1 ,i,,`- U`v` Movement EBT ERR WBL WBT NBL NBR Lane Configurations fi+ ' t+ V Traffic Vol,veh/h 790 52 148 1166 40 112 - Future Vol,veh/h 790 52 148 1166 40 112 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 - Veh in Median Storage,# 0 - - 0 1 . _— _._ �� Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 - - - Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 840 55 157 1240 43 119 Major/Minor Ma'or1 Ma'or2 Minorl Conflicting Flow All 0 0 896 0 1803 448 Stage 1 - - - - 868 1111111 - Stage 2 - - - - 935 - Critical Hdwy - 4.1 - 6.8 6.96 Critical Hdwy Stg 1 - - - - 5.8 - - Critical Hdwy Stg 2 - - - - 5.8 limmanill - Follow-up Hdwy - - 2.2 - 3.5 3.33 Pot Cap-1 Maneuver - - 766 - 72 555 Stage 1 - - - - 376 - - Stage 2 - - - - 347 011.111.1.1111.11. - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 766 - 57 555 - Mov Cap-2 Maneuver - - - - 171 - - Stage I - - - - 376 Stage 2 - - - - 276 - Approach EB WB NB - _ HCM Ctrl Dly,s/v 0 1.23 23.95 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT ERR WBL WBT — Capacity(vehT) 349 - - 766 - HCM Lane V/C Ratio 0.464 - - 0.206 - HCM Ctrl Dly(sly) 23.9 - - 10.9 - HCM Lane LOS C - - B - HCM 95th%tile Q(veh) 2.4 - - 0.8 - Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report 000, Page 3 INDrx 559 AECIEIVED HCM Signalized Intersection Capacity Analysis 3:Ahtanum Rd & S 52nd Ave FIT 2 0 2025 01/17/2025 4-- k `► 4/ CRY lid" YAKIMA Movement EBL EBT WBT WBR SBL SBR - NN1P.G HIV. Lane Configurations ' '' l Traffic Volume(vph) 45 430 791 29 24 59 Future Volume(vph) 45 430 791 29 24 59 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time(s) 6.8 6.8 6.8 6.8 6.8 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd Flow(prot) 1752 1776 1819 1805 1615 Flt Permitted 0.95 1.00 1.00 0.95 1.00 Satd.Flow(perm) 1752 1776 1819 1805 1615 _ Peak-hour factor,PHF 0.89 0.89 0.89 0.89 0.89 0.89 Adj.Flow(vph) 51 483 889 33 27 66 RTOR Reduction(vph) 0 0 1 0 0 62 Lane Group Flow(vph) 51 483 921 0 27 4 Heavy Vehicles(%) 3% 7% 4% 3% 0% 0% Turn Type Prot NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 4 Actuated Green,G(s) 5.1 63.6 51.7 5.5 5.5 Effective Green,g(s) 5.1 63.6 51.7 5.5 5.5 Actuated g/C Ratio 0.06 0.77 0.63 0.07 0.07 Clearance Time(s) 6.8 6 8 6.8 6.8 6.8 Vehicle Extension(s) _ 3.0 3.0 3.0 3.0 3.0 _ Lane Grp Cap(vph) 108 1365 1137 120 107 v/s Ratio Prot 0.03 c0.27 c0.51 c0.01 v/s Ratio Perm 0.00 v/c Ratio 0.47 0.35 0.81 0.23 0.04 Uniform Delay,d1 37.5 3.0 11.8 36.6 36.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 3.2 0.2 4.5 1 0 0.2 Delay(s) 40.7 3.2 16.2 37.5 36.3 Level of Service D A B D D Approach Delay(s/veh) 6.8 16.2 36.7 Approach LOS A B D intersection Summary HCM 2000 Control Delay(s/veh) 14.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length(s) 82.7 Sum of lost time(s) 20.4 Intersection Capacity Utilization 59.7% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report D' a Page 4 b-(/c/. 560 HCM 7th Signalized Intersection Summary 3:Ahtanum Rd & S 52nd Ave +=1n•P 2 0 2025 01/17/2025 _* 4 - \ip ./ 3;'(r y Of YAKIMA Movement EBL EBT WBT WBR SBL SBR Lane Configurations 14 T r Traffic Volume(veh/h) 45 430 791 29 24 59 Future Volume(veh/h) 45 430 791 29 24 59 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A,_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1 00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1856 1796 1841 1856 1900 1900 Adj Flow Rate,vehlh 51 483 889 33 27 66 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh,% 3 7 4 3 0 0 Cap,veh/h 98 1291 988 37 135 120 Arrive On Green 0.06 0.72 0.56 0.56 0.07 0.07 Sat Flow.veh/h 1767 1796 1763 65 1810 1610 Grp Volume(v),veh/h 51 483 0 922 27 66 Grp Sat Flow(s),veh/h/In 1767 1796 0 1829 1810 1610 Q Serve(g_s),s 1.8 6.8 0.0 29.4 0.9 2.6 Cycle Q Clear(g_c),s 1.8 6.8 0.0 29.4 0.9 2.6 Prop In Lane 1.00 0.04 1.00 1.00 Lane Grp Cap(c),veh/h 98 1291 0 1024 135 120 V/C Ratio(X) 0.52 0.37 0.00 0.90 0.20 0.55 Avail Cap(c_a),veh/h 537 1291 0 1251 825 734 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay(d),slveh 30.2 3.6 0.0 12.8 28.6 29.4 lncr Delay(d2),s/veh 4.3 0.2 0.0 7.9 0 7 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back0fQ(50%),veh/In 0.8 1.1 0.0 10.6 0.4 2.4 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 34.5 3.7 0.0 20.8 29.3 33.3 LnGrp LOS C A C C C Approach Vol,veh/h 534 922 93 Approach Delay,s/veh 6.7 20.8 32.1 Approach LOS A C C Timer-Assigned Phs 2 4 5 6 Phs Duration(G+Y+Rc),s 54.1 11.7 10.4 43.6 Change Period(Y+Rc),s 6.8 6.8 6.8 6.8 Max Green Setting(Gmax),s 45.0 30.0 20.0 45.0 Max Q Clear Time(g_c+I1),s 8.8 4.6 3.8 31.4 Green Ext Time(p_c),s 3.0 0.2 0.1 5.4 Intersection Summary HCM 7th Control Delay,s/veh 16.6 HCM 7th LOS B Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report 0 �, Page 5 v�r1+e 561 RECEIVED HCM 7th TVVSC FEB 2 0 2025 4:Ahtanum Rd & S_38th Ave '`il v. 01/17/2025 PLANNING DIV Intersection _ Int Delay,s/veh 9.4 Movement EBL EBT WBT WEIR SBL SBR Lane Configurations T T r V Traffic Vol.veh/h 58 413 822 247 106 43 Future Vol,vehlh 58 413 822 247 106 43 Conflicting Pads,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 100 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 3 8 5 2 0 0 Mvmt Flow 60 430 856 257 110 45 Major/Minor Major I Major2 _ Minor2 Conflicting Flow All 1114 0 - 0 1407 856 Stage 1 - - - - 856 Stage 2 - - - - 551 - Critical Hdwy 4.13 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.227 - - - 3.5 3.3 Pot Cap-1 Maneuver 623 - - - 155 360 111111 Stage 1 - - - - 420 - Stage 2 - - - - 581 - Platoon blocked,% - -May Cap-1 Maneuver 623 - - • 140 360 Mov Cap-2 Maneuver - - - - 140 - Stage 1 - • - - 379 - Stage 2 - - - - 581 - Approach _ EB NJB SB _ HCM Ciri Dly,s/v 1A 0 102.44 HCM LOS F Minor Lane/Major Mvmt _ EBL EBT WBT WBR SBLn1 Capacity(veh/h) 623 - - - 170 HCM Lane V/C Ratio 0.097 - - - 0.915 HCM Ctrl Oily(s/v) 11.4 - - - 102.4 HCM Lane LOS B - - - F HCM 95th%tile Q(veh) 0.3 - - - 6.8 Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report 00 C. Page 6 562 'IFOEIVED HCM 7th TWSC FEB 2 0 2025 5: S 38th Ave & W Sorenson Rdt ,/ U ypuiMA 01/17/2025 PLANNING DIV Intersection Int Delay,s/veh 7.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 10 1111 + r Traffic Vol,veh/h 59 103 44 51 202 90 Future Vol,veh/h 59 103 44 51 202 90 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - • 100 - 125 0 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles,% 0 0 0 0 0 2 Mvmt Flow 81 141 60 70 277 123 Ma.or/Minor Ma'ort Ma'or2 Minorl Conflicting Flow All 0 0 222 0 342 151 Stage 1 - - - 151 - Stage 2 - - - - 190 - Critical Hdwy - 4.1 - 6.4 6.22 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.318 Pot Cap-1 Maneuver - - 1359 - 658 895 Stage 1 - - - - 881 - Stage 2 - - - - 847 - Platoon blocked,% - - - Mov Cap-1 Maneuver - - 1359 - 629 895 Mov Cap-2 Maneuver - - - - 629 - Stage 1 - - - 881 - Stage 2 - - - - 809 - Approach EB WB NB HCM Ctrl Dly,sly 0 3.6 13.45 HCM LOS B Minor Lane/Major Mvmt NBLn1 NOLn2 EBT EBR WBL WBT Capacity(veh/h) 629 895 - - 1359 HCM Lane VIC Ratio 0.44 0.138 - - 0.044 - HCM Ctrs Dly(s/v) 15.1 9 7 - - 7.8 - HCM Lane LOS C A - - A - HCM 95th%tile Qlveh) 2.2 0.5 - - 0.1 - Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report 1 A P, Page 7 563 REOEPtiril HCM 7th TWSC FEB 2 0 2OL5 6: S 52nd Ave & Site Access A 01/17/2025 GiT7 OF tU1 r.-, PLANNING DIV intersection -- Int Delay,s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations y 4 Traffic Vol,veh/h 1 44 92 2 77 108 Future Vol.veh/h 1 44 92 2 77 108 Conflicting Pads,Or 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None 4111/ 1 Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 0 0 0 0 Mvmt Flow 1 52 110 2 92 129 Major/Minor Minorl Majorl Major2 - - Conflicting Flow All 423 111 0 0 112 0 Stage 1 111 - - - - - Stage 2 312 - - - - Critical Hdwy 6.4 6.2 - 4.1 Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 592 948 - - 1490 411111111111 Stage 1 919 - - - - - Stage 2 747 - - - - - Platoon blocked,% - - - Mov Cap-1 Maneuver 553 948 - - 1490 Mov Cap-2 Maneuver 553 - . - - - Stage 1 919 - - - - Stage 2 697 - - - - Approach WB _ NB _ SB HCM Ctrl Diy,sly 9.09 0 3.15 HCM LOS A 11111 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 933 749 - HCM Lane V/C Ratio - - 0.057 0.062 - HCM Ctrl Oly(slv) - - 9.1 7.6 0 HCM Lane LOS - - A A A HCM 95th%tile Q[veh) - - 0.2 0.2 - Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report Page 8 REcovED HCM 7th TWSC o VEr 2 0 2O2t 7: S 52nd Ave & Site Access B 01/17/2025 Gin ur MUM PLANNING niV. Intersection Int Delay,s/veh 1.7 Movement 4't3L WBR NBT NBR SBL SBT Lane Configurations y 4 Traffic Vol,vehlh 4 15 63 6 26 99 Future Vol,veh/h 4 15 63 6 26 99 Conflicting Reds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 0 0 0 0 0 Mvmt Flow 5 18 75 7 31 118 Major/Minor Mirrors Majorl Major2 Conflicting Flow All 258 79 0 0 82 0 Stage 1 79 - • - - - Stage 2 180 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 735 988 - - 1528 - Stage 1 950 - - - - - Stage 2 856 - - - - Platoon blocked,% - Mov Cap-1 Maneuver 719 988 - - 1528 - Mov Cap-2 Maneuver 719 - - - - - Stage 1 950 - - • - - Stage 2 838 - - - - - Approach WB NB SB HCM Ctrl DIy,s/v 9.03 0 1.54 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 916 374 - HCM Lane V/C Ratio - - 0.025 0.02 - HCM Ctrl Dly(sly) - - 9 7.4 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0.1 - Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report Page 9 I; . r.. 565 r, JVED HCM 7th TWSC FER 2 0 2025 8:Ahtanum Rd & Site Access C 01/17/2025 :': uti[ ui,� PL,At��Kira 3 DIV, Intersection _ Int Delay,s/veh 1 Movement EBL EBT_WBT WBR SBL SBR Lane Configurations ►� �" T Traffic Vol,vehlh 8 461 836 36 26 5 Future Vol,veh/h 8 461 836 36 26 5 Conflicting Peds,#Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - - - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles,% 0 7 5 0 0 0 _ Mvmt Flow 10 549 995 43 31 6 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 1038 0 - 0 1585 1017 Stage 1 - - - - 1017 Stage 2 - - - - 568 - Critical Hdwy 4.1 — — — 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - IOW - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 678 - 4am - 121 291 Stage 1 - - - - 352 - Stage 2 - - - - 571 - Platoon blocked,% - Mov Cap-1 Maneuver 678 - - - 119 291 - - — • - Mov Cap-2 Maneuver - - - 119 - Stage 1 - - - 347 Stage 2 - - - - 571 Approach ER WB SB HCM Ctrl Dly,s/v 0.18 0 42.76 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn l — Capacity(veh/h) 678 • - - 131 HCM Lane WC Ratio 0.014 - - - 0.281 HCM Ctrl Dly(s/v) 10.4 - - - 42.8 HCM Lane LOS B - - - E HCM 95th%tile Q(veh) 0 - - - 1.1 Total PM 2034 Total PM 2034 2:07 pm 01/03/2025 Baseline Synchro 12 Report Page 10 3ECE VED► FEB 2 0 2025 ,14 v Ut= YAKIMA PLANNING DIV. Appendix H 2034 Total Traffic Conditions Mitigations Worksheets 567 RECEIVED FEB 2 0 207.5 CITY OF Y►ghiiii. PLANNING DIV i'f KITTELSON ASSOCIATES Signal Warrant Assessment Based on 2009 Edition of the MUTCD Project N: 29070 Warrant Summary Project Name: Champions Park Master Plan warrant Name Analyzed? Met? Analyst: R?f0 8l Eight-Highest Yes Yes Analysis Date: 3/16/2025 82 Four-Hour Yes Yes Intersection: W Washington Ave/5 52nd Ave 83 Peak Hour Yes Yes The peak hour signal warmntshall be applied only In Scenario: 2030 Total Traffic unusual cases,such as office complexes,manufacturing Data Date: a/11/2024 plants,industrial complexes,or high-occupancy vehicle facilities that attract or dlschorge large numbers of vehicles over a short time. Volume Adjustment Factor= 1.0 North-South Approach= Minor East-West Approach a Major Major Street Thru Lanes= 2 Minor Street Thru Lanes a 1 Speed,40 mph? No Population<10,000? NO Select Type Of Major Street Approach From Dropdown Menu Urban Minor ArterLtl Warrant Factor 100% Select Type Of Minor Street Approach From Dropdown Menu Rural Mirror Collector Peak Hour or daily Count? Peak Hour Note:trafficvolume profile for weekday(If weekend is desired,tab"vol profile"needs to be adjusted) Traffic Volumes Hour Major Street Minor Street Major St. Minor St, Begin End EB WB NB SB Adj.Factor Adj.Factor 5.00 PM 6:00 PM 73-1 1170 181 0 LOO L00 2nd Highest Hour 695 1108 144 0 0.95 0.79 3rd Highest Hour 685 1092 135 0 0:93 0.75 4th Highest Hour 656 1045 120 0 0.80 0.66 5th Highest Hour 646 1030 112 0 0.8$ 0.62 6th Highest Hour 646 1030 103 0 088 0.57 7th Highest Hour 617 983 101 0 0.84 0.56 8th Highest Hour 607 967 95 0 0.83 0,52 9th Highest Hour 587 936 95 0 0.80 0.52 10th Highest Hour 548 874 93 0 0.75 0.51 11th Highest Hour 528 842 83 0 0,71 046 12th Highest Hour 519 827 B0 0 0.71 0.44 13th Highest Hour 499 796 64 0 0.68 0.36 14th Highest Hour 431 686 63 0 0S9 0.35 15th Highest Hour 343 546 59 0 0.47 033 16th Highest Hour 323 515 58 0 0.44 0.32 17th Highest Hour 225 359 34 0 0,31 0.19 18th Highest Hour 186 296 34 0 0.25 0.19 19th Highest Hour 98 156 14 0 0.13 0.07 20th Highest Hour 69 109 10 0 0.09 0.06 21st Highest Hour 59 94 7 0 008 0.04 22nd Highest Hour 39 62 2 0 005 0.01 23rd Highest Hour 20 31 2 0 003 0.01 24th Ilst8rit Hour 20 31 2 0 0.03 0.01 calculated based on roadway type-can be overwritten it desired LP.,,,4 r. p Data Input _ / 1 568 FFB 202025 HCM 7th TWSC 2: S 52nd Ave & W Washington Ave ;;l "; l YAKIMA 01/16/2025 Intersection Int Delay,s/veh 3.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations +'ji, tt 1 r Traffic Vol,vehlh 984 36 54 323 52 155 Future Vol.vehlh 984 36 54 323 52 155 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 100 0 Veh in Median Storage,# 0 - - 0 1 - Grade,% 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles,% 2 4 23 7 0 1 Mvmt Flow 1262 46 69 414 67 199 Malor/Minor Majorl Major2 Minor I Conflicting Flow All 0 0 1308 0 1630 654 Stage 1 - - - - 1285 - Stage 2 - - - - 346 - Critical Hdwy - 4.56 - 6.8 6.92 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - 5.8 - Follow-up Hdwy - - 2.43 - 3.5 3.31 Pot Cap-1 Maneuver - - 426 - 94 412 Stage 1 - - - - 227 - Stage 2 - - - - 694 - Platoon blocked,% Mov Cap-1 Maneuver - - 426 - 79 412 Mov Cap-2 Maneuver - - - - 177 - _ Stage 1 - - - 227 _ Stage 2 • - - - 581 - Approach EB WB NB '-, HCM Ctrl Dly.slv 0 2.16 25.55 HCM LOS D Minor Lane/Major Mvmt NBLn1 NBLn2. EBT _ EBR WBL WBT Capacity(vehlh) 177 412 - - 426 - HCM Lane VIC Ratio 0.377 0.483 - - 0.163 - HCM Ctrl Dly(slv) 37.2 21.6 - - 15.1 - HCM Lane LOS E C - - C - HCM 95th%tile Q(veh) 1.6 2.6 - - 0.6 - Total AM 2034 Mitigation Total AM 2034 8:18 pm 01/15/2025 Baseline Synchro 12 Report Page 1 _--... C 569 HCM 7th Signalized Intersection Summary FEB 2 0 202 ; 2: S 52nd Ave & W Washington Ave _ Gi. y ir,z_, 01/16/2025 - , TI 4- 4\ ,. R A Ind= DIV Movement EBT EBR WBL WBT NBL NBRE111111- Lane Configurations +To ll tt IS j Traffic Volume(veh/h) 984 36 54 323 52 155 - Future Volume(veh/h) 984 36 54 323 52 155 Initial Q(Qb),veh 0 0 0 0 0 0 _ Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 maill Parking Bus,Adj 1.00 1 00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1870 1841 1559 1796 1900 1885 Adj Flow Rate,vehlh 1262 46 69 414 67 199 -11111111 Peak Hour Factor 0.78 0.78 0.78 0 78 0.78 0.78 Percent Heavy Veh,% 2 4 23 7 0 1 Cap,veh/h 2019 74 328 1970 344 304 Arrive On Green 0.58 0.58 0.58 0.58 0.19 0.19 Sat Flow,veh/h 3590 127 351 3503 1810 1598 Grp Volume(v),veh/h 641 667 69 414 67 199 Grp Sat Flow(s),veh/h/In 1777 1847 351 1706 1810 1598 Q Serve(g_s),s 8.2 8.2 5.6 2.0 1.1 4.0 Cycle Q Clear(g_c),s 8.2 8.2 13.8 2.0 1.1 4.0 Prop In Lane 0.07 1.00 1.00 1.00 IIIMINEMMul Lane Grp Cap(c),veh/h 1026 1066 328 1970 344 304 V/C Ratio(X) 0.62 0.63 0.21 0.21 0.19 0.66 g Avail Cap(c_a),veh/h 1860 1934 493 3573 842 743 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 4.8 4.8 9.4 3.5 11.7 12.9 Incr Delay(d2),s/veh 0.6 0.6 0.3 0.1 0.3 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.9 0.9 0.3 0.2 0.3 1.2 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 5.4 5.4 9.7 3.5 12.0 15.3 LnGrp LOS A A A A BB Approach Vol,veh/h 1308 483 266 Approach Delay,s/veh 5.4 4.4 14.4 Approach LOS A A B Timer-Assigned Phs 2 4 8 _ Phs Duration(G+Y+Rc),s 10 5 23.8 23.8 Change Period(Y+Rc),s 4.0 4.0 4.0 Max Green Setting(Gmax),s 16.0 36.0 36.0 Max Q Clear Time(g_c+I1),s 6.0 10.2 15.8 Green Ext Time(p_c),s 0.6 9.6 3.8 Intersection Summary _ HCM 7th Control Delay,s/veh 6.4 HCM 7th LOS A Total AM 2034 Mitigation Total AM 2034 8:18 pm 01/15/2025 Baseline Synchro 12 Report 3 a, Page 1 Ni ark' 570 RECEIVED HCM 7th TWSC 2: S 52nd Ave & W Washington Ave FEB 2 0 202 01/16/2025 CITY Of YAKIMA eersectiron - - - Int Delay,s/veh 1.9 IP'erneiff EDT EBR WBL WBT NBL NOR Lane Configurations fi+ " ft Traffic Vol,veh/h 790 52 148 1166 40 112 Future Vol,veh/h 790 52 148 1166 40 112 Conflicting Pods,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 75 - 0 0 Veh in Median Storage,# 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles,% 1 0 0 1 0 3 Mvmt Flow 840 55 157 1240 43 119 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 896 0 1803 448 Stage 1 - - - - 868 - Stage 2 - - - 935 - Critical Hdwy - - 4 1 6.8 6.96 Critical Hdwy Stg 1 - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.33 Pot Cap-1 Maneuver - - 766 - 72 555 Stage 1 - - - - 376 - Stage 2 - - - - 347 - Platoon blocked,% - -May Cap-1 Maneuver - 766 - 57 555 Mov Cap-2 Maneuver - - - 171 - Stage 1 - - - - 376 - Stage 2 - - - - 276 - Approach EB WB NB HCM Ctrl Dly,s/v 0 1.23 18.43 HCM LOS C Minor lane/Major Mvmt_ NBt.n1 NBLn2 EBT BBR WBL WBT Capacity(vehthh) 171 555 - - 766 - HCM Lane V/C Ratio 0.249 0.214 - - 0.206 - HCM Ctrl Dly(s/v) 32.9 13.2 - - 10.9 HCM Lane LOS D B - - B - HCM 95th%tile Q(veh) 0.9 0.8 - - 0.8 - - - - - Total PM 2034 Mitigation Total PM 2034 8:17 pm 01/15/2025 Baseline Synchro 12 Report Page 1 ne .d'q 571 RECE n HCM 7th Signalized Intersection Summary FEB ?"-L 2: S 52nd Ave & W Washington Ave 01/16/2025 CITY ur Movement EBT EBR WUL WBT NBL _ NBR Lane Configurations l'r, tt Traffic Volume(veh/h) 790 52 148 1166 40 112 Future Volume(veh/h) 790 52 148 1166 40 112 Initial Q(Qb),veh 0 0 0 0 0 0 Lane Width Adj 1.00 1.00 1 00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1 00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,veh/h/In 1885 1900 1900 1885 1900 1856 Adj Flow Rate,veh/h 840 55 157 1240 43 119 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh,% 1 0 0 1 0 3 Cap,veh/h 2150 141 530 2257 250 217 Arrive On Green 0.63 0.63 0.63 0.63 0.14 0.14 Sat Flow.veh/h 3507 223 632 3676 1810 1572 Grp Volume(v),veh/h 441 454 157 1240 43 119 Grp Sat Flow(s),veh/h/In 1791 1845 632 1791 1810 1572 Q Serve(g_s),s 4.2 4.2 5.6 6.8 0.7 2.4 Cycle Q Clear(g_c),s 4.2 4.2 9.8 6.8 0.7 2.4 Prop In Lane 0.12 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 1129 1163 530 2257 250 217 V/C Ratio(X) 0.39 0.39 0.30 0.55 0.17 0.55 Avail Cap(c_a),veh/h 1609 1658 700 3218 839 729 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 3.1 3.1 5.5 3.6 13.1 13.9 Incr Delay(d2),s/veh 0.2 0.2 0.3 0.2 0.3 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.2 0.2 0.3 0.3 0.2 0.8 Unsig.Movement Delay,s/veh LnGrp Delay(d),s/veh 3.4 3.3 5.8 3.8 13.5 16.0 LnGrp LOS A A A A B B Approach Vol,veh/h 895 1397 162 Approach Delay,s/veh 3.3 4.0 15.3 Approach LOS A A B Timer-Assigned Phs 2 4 8 Phs Duration(G+Y+Rc),s 8.8 25.7 25.7 Change Period(Y+Rc),s 4.0 4.0 4.0 Max Green Setting(Gmax),s 16.0 31.0 31.0 Max Q Clear Time(g_c+I1),s 4.4 6.2 11.8 Green Ext Time(p_c),s 0.3 5.7 10.0 Intersection Summary HCM 7th Control Delay,s/veh 4.5 HCM 7th LOS A Total PM 2034 Mitigation Total PM 2034 8:17 pm 01/15/2025 Baseline Synchro 12 Report Page 1 572 FEB 2 0 2025 City of Yakima, Washington y Ut- YattlsulA TRANSPORTATION CAPACITY ANALYSIS PLANNMG DIV. The Washington State Growth Management Act(RCW 36.70A.70)requires all new development to be consistent with the existing or planned street system capacities. The City of Yakima adopted YMC Ch. 12.08 to implement this local requirement. The information you provide with this application will be used to estimate the impact of your development upon the PM Peak Hour traffic on the City of Yakima arterial streets. APPLICATION INFORMATION Applicant Name: Prickly Pear Holdings, LLC Project Address:Vic of Sorenson and S 38th Ave Contact Person: Joseph Calhoun, HLA Mailing Address: 2803 River Rd Yakima,WA 98902 Parcel No(s):_ Please fill out the appropriate column for your proposed use: For RESIDENTIAL Use: For COMMERCIAL Use: For INDUSTRIAL Use: Housing Type* See Attached Describe Use* See attached Describe Use* None (Single-Family, Apartments, etc) Special Population` Gross Floor Area Gross Floor Area (Nursing Homes, etc) Other* _- Parking Spaces _ Parking Spaces (Group Home, Daycare, Church, etc.) (Required/Provided) (Required/Provided) Number of Units Number of Employees Number of Employees *Uses must match up with YMC Ch.15.04, Table 4-1 Project Description: See Attached Submit this form with a site plan,the application fee,and any attachments to the City of Yakima,Permit Center,Yakima City Hall, 129 N. 2nd Street, Yakima, WA 98901. You will receive a Notice of Decision explaining the Findings of the resulting analysis. Please review the Decision when it is sent to you,as you only have 14 days to file a Request for Reconsideration or an Appeal. Questions?Contact the City of Yakima,Planning Division, 129 N.2nd Street,Yakima,WA 98901 -(509)575-6183 FILE/APPLICATION#: T) i4.ab DATE FEE PAID: RECEIVED BY: AMOUNT P ID: RECEIPT NO: c . 1' t 0 C Page2 Revised 03/01/2023 �^ 573 PROJECT DESCRIPTION FEB 2 0 2025 TRAFFIC CONCURRENCY ell Y Ur YAKIMA The Champions Park Mixed Use Planned Development proposed land uses will consist ofFlbAJdeEZ DIV. density residential, multi-family residential, and general commercial uses. The project consists of 5 current phases located on approximately 85 acres of land. The Master Planned Development includes the following Phases and Uses: • Phase 2: 64 total lots across 27.46 acres. This phase will include 60 single-family home lots and 4 common-wall lots. • Phase 3: 42 total lots across 8.65 acres. This phase will include 1 single-family home lot, 25 multifamily dwellings (50 units) across 4-lots, and 36 common-wall lots, including 1- non buildable lot that includes mapped floodplain and floodway. • Phase 4: 15.23-acre RV Park with recreation area. This includes 71 RV stalls, a 10,200 square-foot office/store, and a 3,625 square-foot clubhouse with pool, tennis courts, basketball courts and open space. • Phase 5: There are approximately 6.99 acres of commercial development space proposed for the following uses and site configuration: o Tap house/restaurant area - 7,520 s.f. o Patio area— 1,400 s.f. o Greenspace/yard area—approximately 45,737 s.f. o Quick Service Restaurant (QSR) —2,510 s.f. o 110-room hotel with associated parking, landscaping, and greenspace A conceptual layout of the commercial area is provided on the site plan which shows parking/drive aisles, building location(s) and possible uses. It is anticipated that the final determination on land use(s) and site layout will be authorized through the Type 1 Review process. Potential uses include Class 1 permitted uses in the GC Zone per YMC § 15.04.030, Table 4-1. • Phase 6: 112 single-family home lots across 29.60 acres. • Total residential use across Phases 2, 3 and 6: 218 lots, 263 dwelling units. Doc INDEX "G:\PROJECTS\2022\22115E\Master Plan\2025-02-19 Champions Park PD Traffic Concurrency Project Description.docx" 574 —,.INN Critical Areas Identification Form -1E0E1 QED Itt CITY OF YAKIMA,DEPARTMENT OF COMMUNITY DEVELOPMENT FEBCI YAKIMA F E 2 206 P l a TY nOF n i n g 129 NORTH SECOND STREET,2ND FLOOR,YAKIMA,WA 98901 4;l t Y ur• ' HtttMrll VOICE: (509)575-6183 EMAIL: ask.planning@yakimawa.gov PLANtS3 DIV. This form is intended to provide a sufficient level of information that, when combined with a site inspection, the Administrative Official can make an informed determination as to whether or not critical areas are present on the site, and whether or not the proposed activity will impact those critical areas. A "yes" response to any single question on the identification form does not necessarily indicate that further critical area review is required. The Administrative Official will evaluate all the information provided on the form,in conjunction with the information provided with the initial permit application,to determine if further investigation is needed and whether completion of a critical area report is warranted. In some instances, a preliminary report prepared by an environmental professional may be appropriate. If a buffer reduction is necessary for your project,a separate review will be required and a separate fee will be charged. Some of the questions listed here require locating the project area on reference maps. The City of Yakima has various maps on file, i.e. the FEMA Floodplain Map. Maps from other federal, state, and local agencies may also be used as indicators. PART II-APPLICATION INFORMATION A. Project Information _ 1. Name of project. Champions Park Master Planned Development 2. Name and address of applicant. Prickly Pear Holdings, LLC. 2250 Borton Rd,Yakima, WA, 98903 3. Name and address of individual completing the identification form and their environmental/technical expertise/special qualifications. Joseph Calhoun, Supervising Planner, HLA Engineering and Land Surveying Inc. 4. Date the identification form was prepared. February 19,2025 5. Location of the proposed activity (street address and legal description). Vicinity of Sorenson Road and S 38th Ave 6. Give a brief, complete description of the proposed activity, including extent of proposed activities, and impervious surface areas. See Master Planned Development application for full project description 7. Describe the limits of the project area in relation to the site (for example, "the project area will extend to within 50 feet of the north property line"), including the limits of proposed clearing and construction activity. A portion of parcels 181333-44008, 181334-33401, and 181204-12001 contain mapped floodplain and floodway.The remaining parcels do not contain mapped critical areas. D C C. INDEX Revised 4/2019 # / Page 3 575 �.� 'DECEIVED B. General Questions That May Be Applicable To All Areas I=i=R 2 0 206 1. What is the U.S. Department of Agriculture soil classification of the soil found on site? CI i It Ut Y itAlivIA The project area contains a mixture of Umapine Silt Loam, Kittitas Silt Loam, and Track Loam I'LF+Z �a ®0V• 2. What types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? Based on the USDA soil survey,the above-listed soil types are somewhat poorly drained and are not classified as prime farmland. 3. What types of vegetation are found on site? Cattail, buttercup, bulrush, skunk cabbage,water lily, eelgrass, milfoil? Primarily grasses from past agricultural use. 4. Describe any vegetation proposed to be planted as part of the project. Typical vegetation associated with residential and commercial development. 5. Give a brief, complete description of existing site conditions, including current and past uses of the property as well as adjoining land uses. Existing sites are primarily vacant. Past use of the site was primarily agriculture. Existing residential uses will be demolished. Surrounding uses include residential, industrial, and recreation. 6. Will the project include installation of an on-site septic system? No 7. What is the proposed timing and schedule for all multi-phased projects? This is a proposed Mixed-Use Planned Development constructed over 5 phases.The proposed Development Agreement has a 30-year time horizon. 8. Do you have any plans for future additions, expansion, or related activity? If yes, explain. No 9. Have any critical areas or protection easements been recorded on the title of the property or adjacent properties? None known. 10. Will your project require review under the State Shoreline Management Act or the State Environmental Policy Act? SEPA-Yes; SMP- No. 11. Is the site within the 100-year flood plain on flood insurance maps published by the Federal Emergency Management Agency (FEMA), or on other local flood data maps? Yes. c 5 Revised 4/2019 Page I 4 ��p 576 REQUIVl:V FEB 2 0 202 12. Describe any surface water and watercourses, including intermittent streams, , , Y MLAchannels, ditches, and springs, located on site or within one-half mile of the site. If appr :t•, provide the names of the water bodies to which the streams flow. Spring Creek and Bachelor Creek are located within 1/2 mile of the project, primarily on Yakima Air Terminal property 13. Indicate the topography of the site (shallow areas often retain water and may be wetlands, although wetlands may also occur on slopes). Flat. 14. How will stormwater from the project be managed? Stormwater will be retained on-site using best management practices, in accordance with City of Yakima Stormwater requirements. 15. Is development proposed to be clustered to reduce disturbance of critical areas? Yes. Proposed development within the floodplain includes large lots in accordance with Critical Areas Ordinance standards. 16. Will this project require other government approvals for environmental impacts? ❑ Hydraulic Project Approval (HPA) (Washington Department of Fish and Wildlife) ❑ Water quality certification [(Washington State Department of Ecology (Ecology)). ❑National Pollutant Discharge Elimination System (Ecology). ❑Municipal or health district wastewater/septic approval (Ecology). D Water Use Permit; Certificate of Water Right (Ecology). ❑U.S. Army Corps Section 404 or Section 10 Permits. ❑Forest Practices Permit(Washington State Department of Natural Resources (DNR)). ❑Aquatic Lands Lease and/or Authorization(DNR). ❑ Shoreline development, conditional use, or variance permit (local jurisdiction). ❑ Other C. Available Information 1. Has a critical area review, or other environmental review, been conducted for another project located on or adjacent to the site? List any environmental information known to have been prepared, or expected to be prepared, relating to this proposal or project area. Not known D. Wetlands 1. Is there any evidence of ponding on or in the vicinity of the site? No 2. Does the proposed activity or construction involve any discharge of waste materials or the use of hazardous substances? No NDFFX Page 5 Revised 4/2019 -- _ti _ ..r� 577 v n ®d•a...F VI [ma— FEB 2 0 206 UI I Y C; ►'AMNIA E. Critical Aquifer Recharge Areas PI adr,'";". DlV 1. What is the permeability (rate of infiltration) of the soils on the site? (Note: General information for this question and the following question can be found in the Guidance Document for the Establishment of Critical Aquifer Recharge Area Ordinances, 2000, Ecology Publication #97-30). Not known 2. What is the annual average precipitation in the area? Average annual precipitation for Yakima is 8.26 inches 3. Is there any evidence of groundwater contamination on or in the vicinity of the site? No 4. Is there any groundwater information available from wells that have been dug in the vicinity? If so, describe, including depth of groundwater and groundwater quality. Not known 5. Does the proposed activity or construction involve any discharge of waste materials or the use of hazardous substances? No F. Frequently Flooded Areas 1. Is the site, or a portion of the site, at a lower elevation than surrounding properties? No G. Geological Hazard 1. Generally describe the site: Flat, rolling, hilly, steep slopes, mountainous, other. None 2. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill material. Grading will occur for overall site layout and street/utility alignment. 3. What is the steepest slope on the property? <2% 4. Is the area mapped by Ecology (Coastal Zone Atlas) or the Department of Natural Resource (slope stability mapping) as unstable ("U" or class 3), unstable old slides ("UOS" or class 4), or unstable recent slides ("URS" or class 5)? No 5. Is the area designated as quaternary slumps, earthflows, mudflows, lahars, seismic hazard, or landslides on maps published by the U.S. Geological Survey or Dept. of Natural Resources? No Loc. INDEX Revised 4/2019 t Page 16 578 6. Is there any indication of past landslides, erosion, or unstable soils in the vicinity? No RECEW FF, 22,d- fZS 7. Is erosion likely to occur as a result of clearing, construction, or use? No CITY 01 YNl'1r�� PL(ITS t►y ! IV. 8. Are soils proposed to be compacted? No 9. Are roads,walkways, and parking areas designed to be parallel to natural contours? Yes,where feasible H. Habitat 1. List any birds, mammals, fish, or other animal species found in the vicinity of the site, including those found during seasonal periods. Typical birds and mammals associated with an urban environment. 2. Is the site or areas in the vicinity used for commercial or recreational fishing, including shellfish? No 3. Is the area designated an Area of Special Concern under on-site sewage regulations to protect shellfish or the general aquatic habitat? No 4. Are any natural area preserves or natural resource areas located within 500 feet of the site? No 5. Is the site part of a migration route? Not known 6. Are any priority habitat areas, as shown on maps published by the WA Dept. of Fish & Wildlife, within one-half mile of the site? If so, describe type of habitat and distance from project area. 7. Are any of the following located on or adjacent to the site? ❑ Aspen stands ❑ Estuary and estuary like areas ❑Juniper savannah ❑ Caves ❑ Marine/estuarine shorelines ❑ Prairies and steppe ❑ Cliffs ❑ Vegetative marine/estuarine areas ❑ Riparian areas ❑ Shrub-steppe ❑ Old-growth/mature forests ❑ Instream habitat areas ❑ Snags or logs ❑ Oregon white oak woodlands ❑ Rural natural open spaces El Talus El Freshwater wetlands and fresh ❑Urban natural open spaces deepwater INDEX Revised 4/2019 '# .-- Page 7 579 8. Does the proposal involve any discharge of waste materials or the use of hazardous substances? No 9. What levels of noise will be produced from the proposed activity or construction? Typical construction noise. 10. Will light or glare result from the proposed activity or construction? Typical light/glare from construction activities. On-site lighting will be shielded in accordance with YMC standards. III. REQUIRED ATTACHMENTS 1. Are there any existing environmental documents for the subject property? 2. Provide a detailed site plan which includes all the required items on the Site Plan Checklist, along with the extent and nature of on-site and off-site Critical Areas and the relationship of the project to those Critical Areas. RECEIVED FEB 2 0 202J PLAN 01-►G O V, IBEX Page 8 Revised 4/2019 g 580 ..dEr. ..W\ ENVIRONMENTAL CHECKLIST art/. 11 STATE ENVIRONMENTAL POLICY ACT(SEPA) CCIIT n YAKIMA (AS TAKEN FROM WAC 197-11-960) (g YAKIMA MUNICIPAL CODE CHAPTER 6.88 PURPOSE OF CHECKLIST _ Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS -- - This environmental checklist asks you to describe some basic information about your proposal.Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable"or"does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to allparts of your proposal,even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help you describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there maybe significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS -- _ For non-project proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). Please completely answer all questions that apply and note that the words"project","applicant",and"property or site"should be read as"proposal,""proponent,"and"affected geographic area," respectively. The lead agency may exclude (for non-projects) questions in Part B — Environmental Elements — that do not contribute meaningfully to the analysis of the proposal. A.BACKGROUND INFORMATION(To be completed by the applicant.) 1. Name Of Proposed Project(If Applicable): Champions Park Mixed-Use Planned Development 2. Applicant's Name& Phone: Joseph Calhoun, HLA Engineering and Surveying Inc on behalf of Prickly Pear Holdings LLC. 3. Applicant's Address: 2803 River Rd;Yakima, WA; 98902 4. Contact Person & Phone: Joseph Calhoun, 509-966-7000 5. Agency Requesting Checklist: City of Yakima 6. Proposed Timing Or Schedule(Including Phasing,If Applicable): Master Planned Development to occur over 5 phases(phases 2 through 6)-see phase layout below. 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal?If yes,explain: No 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal: SEPA Checklist for Champions Park Phase 1 -City of Yakima SEPA#011-23. DNS issued 12/13/23. [ wrY YAKII„ '��X PLANNING OW Revised 7/2023 e ' L Page 5 581 A.BACKGROUND INFORMATION(To be completed by the applicant.) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain: Plat of Champions Park Phase 1 was approved by the Yakima City Council on March 19, 2024-Resolution R-2024-05. Final Plat recorded December 11,2024 (FLP#004-24) 10. List any government approvals or permits that will be needed for your proposal, if known: Master Planned Development, Development Agreement, Preliminary Long Plat,Traffic Concurrency, Critical Areas 11. Give a brief,but complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page.(Lead agencies may modify this form to include additional specific information on project description.): The Champions Park Mixed Use Planned Development proposed land uses will consist of low density residential, multi-family residential, and general commercial uses.The project consists of 5 phases located on approximately 85 acres of land, spanning 10 parcels.The planned development includes the following Phases and Uses: • Phase 2: 64 total lots across 27.46 acres.This phase will include 60 single-family home lots and 4 common-wall lots. • Phase 3:42 total lots across 8.65 acres.This phase will include 1 single-family home lot,25 multifamily dwellings(50 units)across 4-lots,and 36 common-wall lots,including 1-non buildable lot that includes mapped floodplain and floodway. • Phase 4: 15.23-acre RV Park with recreation area.This includes 71 RV stalls, a 10,200 square-foot office/store, and a 3,625 square-foot clubhouse with pool,tennis courts, basketball courts and open space. •Phase 5: There are approximately 6.99 acres of commercial development space proposed for the following uses and site configuration:Tap house/restaurant area-7,520 s.f.; Patio area- 1,400 s.f.;Greenspace/yard area-approx 45,737 s.f.; (2)QSR-2,510 s.f.; 110-room hotel. • Phase 6: 112 single-family home lots across 29.60 acres. 12. Location of the proposal.Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any,and section,township,and range,if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description,site plan,vicinity map,and topographic map,if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist: Vicinity of Sorenson Road and S 38th Ave. Parcels: 181203-22005, 22007, and 22008; 181204-12001, 11002, and 14409; 181333-44008; 181334-33401. MAR CITYry r H �r rt?F.6e s PLANNi G OW. rb-Or"". i.r4"l Revised 7/2023 r Page 16 .�� 582 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) EARTH 1. General description of the site(✓ one): flat ❑ rolling ❑ hilly ❑ steep slopes ❑ mountainous ❑ other: 2. What is the steepest slope on the site(approximate percent slope)? <2% 3. What general types of soils are found on the site(for example,clay,sand,gravel,peat,muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. The project area contains a mixture of Umapine Silt Loam, Kittitas Silt Loam,and Track Loam. Based on the USDA soil survey, the above-listed soil types are somewhat poorly drained and are not classified as prime farmland. 4. Are there surface indications or history of unstable soils in the immediate vicinity?If so,describe. Not known 5. Describe the purpose,type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed.Indicate source of fill. Clearing and grading across the site will include no new or imported fill.Approximately 100,000 cubic yards are anticipated 6. Could erosion occur as a result of clearing,construction,or use?If so,generally describe. No.The site is relatively flat. BMPs will be in place during construction to minimize erosion. All stormwater will be retained on-site and designed consistent with the Eastern WA Stormwater Manual. 7. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Between 60%-80% maximum,depending on zone. 8. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Future development, including new streets and associated infrastructure,will be designed using best management practices. AIR 1. What types of emissions to the air would result from the proposal during construction,operation,and maintenance when the project is completed?If any,generally describe and give approximate quantities if known. Typical emissions during construction. 2. Are there any off-site sources of emissions or odor that may affect your proposal?If so,generally describe. This site is located southwesterly of the Yakima Air Terminal. 3. Proposed measures to reduce or control emissions or other impacts to air,if any: RECEIVED A permit from the Yakima Regional Clean Air Authority will be obtained prior to site development. FEB 2 0 2025 i iv INDEX PLANNING DIV Revised 7/2023 �4-•P Page I 7 583 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) SURFACE WATER 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are no existing surface bodies of water within the development. 2. Will the project require any work over,in,or adjacent to(within 200 feet)the described waters?If yes,please describe and attach available plans. There will be no work over or in any bodies of water I Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected.Indicate the source of fill material. No fill or dredge material will be placed or removed from any surface water or wetlands. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. The new development will not require any surface water withdrawals or diversions. 5. Does the proposal lie within a 100-year floodplain?If so,note location on the site plan. Yes 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. The proposal will not discharge any waste material to surface waters. GROUND WATER 1. Will groundwater be withdrawn from a well for drinking water or other purposes? If so,give a general description of the well,proposed uses and approximate quantities withdrawn from the well.Will water be discharged to groundwater?Give general description,purpose,and approximate quantities if known. The proposal will not withdraw or discharge to ground water. Temporary dewatering during construction of the sewer line is likely to occur, quantities are unknown. Domestic water supply is proposed from the Nob Hill Water which has deep source water wells. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. Waste materials will not be discharged from any source into the ground. The projects will be connected to City of Yakima public sanitary sewer. RECEIVED FEB 2 0 2025 INDEX t;l I r Ul- YAKIMA Revised 7/2023 PLANNING DIV. Page 8 584 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) WATER RUNOFF(INCLUDING STORM WATER) 1. Describe the source of runoff(including storm water) and method of collection and disposal,if any (include quantities, if known).Where will this water flow?Will this water flow into other waters?If so,describe. The sources of water runoff will be primarily from rainfall and snowmelt.The runoff is proposed to be collected and managed on-site via surface retention and infiltration facilities or underground infiltration facilities. Stormwater treatment and disposal facilities will be designed and sized in accordance with the Eastern Washington Storm Water Manual and City of Yakima standards. This project will not result in the discharge of storm water into a surface water body. 2. Could waste materials enter ground or surface waters? If so,generally describe. No waste materials are anticipated to enter ground or surface waters. 3. Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site?If so,describe. The development does not propose to alter or affect drainage patterns 4. Proposed measures to reduce or control surface,ground,and runoff water,and drainage pattern impacts,if any: Stormwater runoff from the roads will be retained, treated, and disposed of on-site via underground infiltration facilities. Stormwater from homes will be directed onto landscaped areas on each residential lot. Accepted BMP engineering practices for stormwater drainage systems will be implemented to collect and manage the surface and runoff water impacts. PLANTS 1. Check(✓)types of vegetation found on the site: Deciduous Trees: Evergreen Trees: Wet Soil Plants: Water Plants: Other: ❑Alder ❑Fir E Cattail ❑Milfoil ❑ Shrubs ❑Maple ❑Cedar ❑Buttercup ❑Eelgrass ❑Grass ❑Aspen ❑Pine 0 Bullrush ❑Water Lily ®Pasture ❑Other ❑Other 0 Skunk Cabbage ❑Other ❑ Crop Or Grain ❑ Other ❑Orchards,vineyards,or other permanent crops ❑Other types of vegetation 2. What kind and amount of vegetation will be removed or altered? The development will be cleared of existing natural occurring pasture grasses and trees where necessary for the construction of the street, utility improvements, and home construction. 3. List threatened or endangered species known to be on or near the site. There are no listed endangered or threatened plants on the project site or within the general project vicinity. 4. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: The completed residential homesites will be landscaped with typical residential lawns,trees,flowers, and shrubs 5. List all noxious weeds and invasive species known to be on or near the site. Invasive grasses. C FEB 2 ® 2025 INDEX a Revised 7/2023 __�_,� Page 9 585 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) ANIMALS 1. List any birds or other animals which have been observed on or near the site or are known to be on or near the site. Examples include: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: Typical birds and mammals associated with an urban environment. 2. List any threatened or endangered species known to be on or near the site. There are no known endangered or threatened species on or near the project site. 3. Is the site part of a migration route?If so,explain. Most of Washington State is part of the Pacific Flyway migratory route for birds. 4. Proposed measures to preserve or enhance wildlife, if any: None 5. List any invasive animal species known to be on or near the site. None known. ENERGY AND NATURAL RESOURCES 1. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manufacturing,etc. It is anticipated that electricity will be the primary sources of cooling and heating the residences. Electricity will also be used for normal residential demands of lighting, etc. During construction: equipment fuel. 2. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. The project will not affect the potential use of solar energy by adjacent properties. 3. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: New construction will be built to Washington State Energy Codes and as required by the Washington State Building Code. FEB 16 0 ?02Y }„m 6 Y Ul` YAKlMA INDEX es PL, NN1idaa DIV. Revised 7/2023 Page 10 586 _.w B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) ENVIRONMENTAL HEALTH 1. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal?If so,describe. There are no known environmental health hazards that could occur as a result of proposal.A fuel spill may occur as a result of construction activities. 2. Describe any known or possible contamination at the site from present or past uses. There are no known contamination issues at the site, past or present. 3. Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. There are no known existing hazardous chemicals or conditions on the site or in the vicinity 4. Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction,or at any time during the operating life of the project. There are no proposed toxic or hazardous chemicals that will be used in conjunction of this development. 5. Describe special emergency services that might be required. There are no known emergency services that would be needed as a result of this project. Emergency medical aid may be required should an injury occur during construction. 6. Proposed measures to reduce or control environmental health hazards,if any: There are no known environmental health hazards associated with this proposal,therefore there are no proposed measures. The site is a historic pasture and the land was tested for arsenic during previous development and shown to be below the thresholds of concern. NOISE I. What types of noise exist in the area,which may affect your project(for example: traffic,equipment,operation,other)? Typical residential and recreational noises;Yakima Air Terminal. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indicate what hours noise would come from the site. Short-term noise consists of those associated with typical construction activity. Construction noise can be expected from approximately 7:00 a.m. to 7:00 p.m. Long-term noise is expected from the typical residential maintenance equipment, i.e. lawn mowers, leaf blowers, power trimmers, snow blowers, etc. during daylight hours. 3. Proposed measures to reduce or control noise impacts,if any: No adverse noise impacts are anticipated: however, we propose to restrict construction to 7:00 a.m.to 7:00 p.m. In addition.we will comply with the City of Yakima and Yakima County Noise Ordinance, as it applies to this project. INDEX FEB 2 0 2025 Revised 7/2023 -- pageli'�Ijp YAKI�ne A, RAG D 587 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) LAND AND SHORELINE USE I. What is the current use of the site and adjacent properties?Will the proposal affect current land uses on nearby or adjacent properties?If so,describe. Site is currently vacant. Adjacent properties include residential, recreational, and industrial.The Champions Park Mixed-Use Planned Development is designed to have minimal impact on adjacent properties. 2. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal,if any?If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? The site has been used for agriculture in the past, however it is not designated as an area for long-term agricultural significance. 3. Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access,the application of pesticides,tilling,and harvesting? If so,how: This proposed development will not adversely affect the surrounding areas. 4. Describe any structures on the site. Minor agriculture and residential structures exist on site. 5. Will any structures be demolished?If so,what? Yes-all structures will be removed with the exception of three existing structures located on the NW corner of parcel 181333-44008, as depicted on the site plan. 6. What is the current zoning classification of the site? SR, R-1, R-2, R-3, and GC 7. What is the current comprehensive plan designation of the site? Low Density Residential, Mixed Residential, Commercial Mixed Use 8. If applicable,what is the current shoreline master program designation of the site? N/A 9. Has any part of the site been classified as a critical area by the city or county? If so,specify. Yes-there are mapped floodplain and floodway on a portion of the property. 10.Approximately how many people would reside or work in the completed project? 264 dwellings-at 2.68 persons per household (2040 Comp Plan) +/- 707 people. 11.Approximately how many people would the completed project displace? None F—CE'nVE fiCal�,,, f FE A u 4UZ:.j Revised 7/2023 Paal iVau0 L)W 588 It--- B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) LAND AND SHORELINE USE 12. Proposed measures to avoid or reduce displacement impacts,if any. N/A 13. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is designed to meet or exceed all applicable underlying zoning standards for density, lot coverage, setbacks, building height, and parking. 14. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance,if any: N/A HOUSING 1. Approximately how many units would be provided,if any?Indicate whether high,middle,or low-income housing. 264 housing units at a variety of income ranges. 2. Approximately how many units,if any,would be eliminated? Indicate whether high,middle,or low-income housing. None 3. Proposed measures to reduce or control housing impacts, if any: Proposed housing units will meet or exceed all required City of Yakima development and building code standards. The proposed development increases housing options in the city and helps meet projected housing unit goals as described by the City's 2040 Comprehensive Plan. AESTHETICS I. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s)proposed? Proposed structures will be designed to meet the height restrictions of the underlying zone(s). 2. What views in the immediate vicinity would be altered or obstructed? No views should be obstructed. 3. Proposed measures to reduce or control aesthetic impacts,if any: The proposal is designed to meet or exceed all applicable underlying zoning standards for density, lot coverage, setbacks, building height, and parking. RECEI ` . FEB 2 0 2025 Revised 7/2023 INDEX Page >! U YAKIt LANK:61C DO 589 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) LIGHT AND GLARE 1. What type of light or glare will the proposal produce?What time of day would it mainly occur? Typical and normal residential and commercial lighting form dusk until dawn. 2. Could light or glare from the finished project be a safety hazard or interfere with views? The light or glare is not expected to pose any safety hazards or interfere with any views. 3. What existing off-site sources of light or glare may affect your proposal? None. 4. Proposed measures to reduce or control light and glare impacts,if any: Proposed street lighting, security lighting, and possible accent lighting will be directed downward throughout the development. Encourage the use of lowest necessary wattage. RECREATION 1. What designated and informal recreational opportunities are in the immediate vicinity? There are several recreational opportunities nearby including Randall Park, Sozo Sports Complex, West Valley Community Park. and Apple Tree Golf Course. 2. Would the proposed project displace any existing recreational uses? If so,describe. No 3. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant,if any: None needed. HISTORIC AND CULTURAL PRESERVATION 1. Are there any buildings, structures,or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national,state,or local preservation registers located on or near the site? If so,specifically describe. No Revised 7/2023 ' Page 14 590 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) HISTORIC AND CULTURAL PRESERVATION 2. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries.Are there any material evidence,artifacts,or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. According to the Department of Archaeology&Historic Preservation's(DAHP)Washington Information System for Architectural and Archaeological Records Data(WISAARD),there are no registered properties within or adjacent to the project limits. 3. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. There are no known impacts,therefore no measures are proposed. If, during construction, artifacts are found,then work within the area will cease and the proper authority will be notified. TRANSPORTATION 1. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans,if any. The site will be accessed from several local streets, as depicted on the site plan. 2. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? The nearest bus stop is just under two miles away along Washington Ave and S. 64th Ave 3. How many parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? This proposal will not eliminate any existing parking spaces. Each residential dwelling unit will meet the minimum requirement and there will be on-street parallel parking along the public roadway within the development. 4. Will the proposal require any new or improvements to existing roads, streets, pedestrian bicycle or state transportation facilities,not including driveways?If so,generally describe(indicate whether public or private). The project will extend Sorenson Road and build new interior roads to City of Yakima Standards.A small portion of the new interior roadway system will be private-see site plan. 5. Will the project or proposal use (or occur in the immediate vicinity of)water, rail,or air transportation? If so, generally describe. No 6. How many vehicular trips per day would be generated by the completed project or proposal?If known,indicate when peak volumes would occur and what percentage of the volume would be trucks(such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates? Single Family Residential homes are estimated to make approximately 9.57 vehicle trips per weekday per residence.This equates to approximately 890 vehicle trips per weekday(including the completed Champions Park Phase 1). The estimated volume during the A.M. peak hour(7:00 a.m. to 9:00 a.m.)of adjacent street traffic is 0.74 trips per residence or 69 trips at full build-out of all homesites(25%entering, 75%exiting).The estimated volume during the P.M. peak hour(4:00 p.m.to 6:00 p.m.)of adjacent street traffic is 1.01 trips per residence or 94 trips at full build-out of all homesites(63%entering, 37% exiting). REC !V .;DC, INDEX FEB 2 0 2025 Page 114$l I Y 1J1= yFI[16§AI% Revised 7/2023 PLANN6NG 591 B. ENVIRONMENTAL ELEMENTS(To be completed by the applicant) TRANSPORTATION 7. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area?If so,generally describe: No 8. Proposed measures to reduce or control transportation impacts,if any: No measures are planned.Adjacent roadways have capacity for the proposed development. PUBLIC SERVICES I. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit,health care,schools,other)?If so,generally describe: The project will have probable incremental Increased demand for fire and police protection, public safety services and schools could be anticipated, relative to the potential population increase. 2. Proposed measures to reduce or control direct impacts on public services,if any. None proposed. UTILITIES 1. Check(✓)utilities currently available at the site: ®electricity ®natural gas ®water ® refuse service ®telephone sanitary sewer❑ septic system ❑other 2. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Domestic Water: Nob Hill Water Association I Sanitary Sewer: City of Yakima I Refuse: City of Yakima or private company Power: Pacific Power I Telephone: Centurylink or Charter I Irrigation: Ahtanum I Natural Gas: Cascade Natural Gas C. SIGNATURE fro be completed by the applicant.) The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Property Owner gent Signature Date Submitted Name of Sig 666hee Position and Age y/Org nization PLEASE COMPLETE SECTION "D"ON THE NEXT PAGES d." VED IF THERE IS NO PROJECT RELATED TO THIS ENVIRONMENTAL REVIEW � �uz�2 FEB S Revised 7/2023 INDEX Page 16 / q pL iNNii' G 592 Supplemental Application For: ..� '4111,' "OEM PRELIMINARY LONG PLAT ,r►�1 cicr c, tµ` CITY OF YAKIMA,SUBDIVISION ORDINANCE,TITLE 14 Panning PART II-APPLICATION INFORMATION 1.PROPERTY OWNERS(attach if long):List all parties and financial institutions having an interest in the property. Prickly Pear Holdings, LLC 2. SURVEYOR AND/OR CONTACT PERSON WITH THEIR CONTACT INFORMATION: Mike Heit, PE;2803 River Rd;Yakima,WA 98902; mheit@hlacivil.com 3.NAME OF SUBDIVISION: Champions Park 4.NUMBER OF LOTS AND THE RANGE OF LOT SIZES: 218 lots ranging from 3,561-65,778 square-feet 5. SITE FEATURES: A.General Description: ®Flat ❑Gentle Slopes ❑ Steepened Slopes B.Describe any indication of hazards associated with unstable soils in the area, i.e.slides or slipping? None known C.Is the property in a 100-Year Floodplain or other critical area as mapped by any local, state,or national maps or as defined by the Washington State Growth Management Act or the Yakima Municipal Code? Yes 6.UTILITY AND SERVICES: (Check all that are available) ®Electricity®Telephone®Natural Gas® Sewer® Cable TV®Water Nob Hill ❑Irrigation 7.OTHER INFORMATION: A. Distance to Closest Fire Hydrant: 0-Two fire hydrants are located on Sorenson Road,adjacent to property B. Distance to Nearest School(and name of school): West Valley JH+/-3.5 miles C. Distance to Nearest Park(and name of park): 0-SOZO Sports Complex adjacent to property D. Method of Handling Stormwater Drainage: On-site infiltration E. Type of Potential Uses: (check all that apply) Single-Family Dwellings m Two-Family Dwellings ®Multi-Family Dwellings® Commercial❑Industrial PART DI-REQUIRED ATTACHMENTS 1.PRELIMINARY PLAT REQUIRED:(Please use the attached City of Yakima Preliminary Plat Checklist) 2.TRAFFIC CONCURRENCY: (if required,see YMC Ch. 12.08,Traffic Capacity Test) 3 ENVIRONMENTAL CHECKLIST(required): I hereby authorize the submittal of the preliminary plat application to the City of Yakima for review. I understand that conditions of approval such as dedication of right-of-way, easements, restrictions on the type of buildings that may be constructed, and access restrictions from public roads may be imposed as a part of preliminary plat approval and that failure to meet these conditions may result in denial of the final plat. , iq - Dr- Property Owne sgnet re(required) Date Revised 7/2023 WO FEB„2.1 2 0 ZU2i Page 14 P1 ,'. `` .,,r', i lV 593 RECEINED PARCELS AND LEGAL DESCRIPTIONS CHAMPIONS PARK MAR 1 9 ZIJ25 PLANNED DEVELOPMENT CITY th-- YAhur�,a PLANNING DIV Parcels: 181203-22005: W 257.75 FT OF E 287.75 FT OF W1/2 NW1/4 LY N OF BELLMAR ADD EX N 647.5 FT 181203-22007: Section 03 Township 12 Range 18 Quarter NW: S 310.61 FT OF N 491.11 FTOF W 257.75 FT OF E 287.75 FT OF GOV LOT 4 181203-22008: Section 03 Township 12 Range 18 Quarter NW: GOV LOT 4 EX E 287.75 FT ALSO W 257.75 FT OF E 287.75 FT OF N 180.5 FT ALSO TH PT OF SW1/4 NW1/4 LY N OF BELLMAR ADD: EX E 287.181204-11002: 181204-12001: Section 04 Township 12 Range 18 Quarter NE: Government Lot 2, Section 4, Township 12 North, Range 18 East, W.M.; ANO the West 30.00 feet of Government Lot 1 of said Section 4 as measured perpendicular to the West line thereof; AND the West 30.00 feet of the following described parcel as measured perpendicular to the West line thereof: That portion of the Southeast 1/4Northeast 1/4 of said Section 4 described as follows: Commencing at the Southeast corner of said subdivision; thence North 00°39'20" East along the East line thereof, 1353.31 feet to Beginning; thence North 89?°44'45"" West, 1317.31 feet to a point on the West line of said subdivision which lies 1345.36 feet North 00?°50"45" East from the Southwest corner of said North 00?°50'45" East along said West line, 15.27 feet to the Northwest corner of said subdivision; thence South 89°58'06"" East along the North line thereof, 1317.31 feet to the North; thence South 00°39'20"" West along the East line of said subdivision, 20.39 feet to the Point of Beginning; AND that portion of Vacated South 46th Avenue lying Northerly of L(Extended) and Westerly of Lot 1, BeilMar Addition, located In the Northeast 1/4 of Section 4, Township 12 North, Range 18 East, W.M., records of Yakima County Washington; AND the North East 165 feet of the North 1/2 of the Southwest 1/4 of the Northeast 1/4 of Section 4, Township 12 North, Range 18 East, W.M. 181204-11002: Section 04 Township 12 Range 18 Quarter NE: GOV LOT 1 EX W 30 FT & BEG 1353.31 FT N OF SE COR NE1/4, TH N 89^ 44' 45" W 1317.31 FT, TH N 00^ 50' 45" E 15.27 FT, TH S 89^TH S 00^ 39' 20"" W 20.39 FT TO POB BELLMAR ADD RES # 6661980 AF# 2619536 181204-14409: Section 04 Township 12 Range 18 Quarter NE: SHORT PLAT 88025 Lot 1 181333-44008: N1/2 S1/2 SE1/4 SE1/4 181334-33401: Section 34 Township 13 Range 18 Quarter SE: SPM AF 7893928 The west 280.70 ft of Lot 7 and the South 219.66 ft of the West 280.70 feet of Lot 8 f"'J,r•h "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative.docx" �'' -'' °' ---� =--� 594 RECEIVED 9 Development Agreement By and Between MAR ffi 2025 City of Yakima, Washington, and I l O S�6su,r� Prickly Pear Holdings, LLC NNI DIV, This Development Agreement("Agreement") is made and entered into between the City of Yakima, a Washington municipal corporation ("City") and Prickly Pear Holdings, LLC ("Developer"). I. RECITALS WHEREAS, the City is a first class charter city incorporated under the laws of the State of Washington and has the authority to enact laws and enter into agreements to promote the health, safety, and welfare of its citizens and thereby to control the use and development of property within its corporate limits; and WHEREAS, the City has the authority to enter into development agreements with those who own or control property within its jurisdiction pursuant to RCW 36.706.170- 36.706.210, and YMC 15.28.050; and WHEREAS, Developer owns several parcels totaling approximately 85 acres (the "Subject Property") within the city limits of the City of Yakima in the Suburban Residential (SR), Single-Family Residential (R-1), Two-Family Residential (R-2), Multifamily Residential (R-3), and General Commercial (GC) zoning districts; and WHEREAS, Developer has applied for a Preliminary Long Plat and Mixed Use Planned Development in accordance with the City's Subdivision Ordinance and Master Planned Development Overlay Ordinance, YMC Chapter 14.20 and YMC Chapter 15.28, respectively. The parties intend that this Agreement guide the future uses of the Subject Property, the legal description of which appears on the attached Exhibit"A"; and WHEREAS,the parties intend this agreement to guide the current and future uses of the property; now, therefore, In consideration of mutual benefits, the parties agree as follows: II. AGREEMENT 1. The proposed development. Developer's proposal for the property is hereby acknowledged and warranted to be for the purpose of constructing a mixed use planned development. Developer specifically acknowledges and warrants that the proposal for the property is construction of approximately 173 single-family lots, 40 common-wall lots; and 4 multifamily lots containing 25 duplex buildings (50-units); a private community park; and a 15-acre RV park with recreation area. Additionally, there are approximately 7 acres of commercial development space for restaurants and a 110-room hotel. The Developer's preliminary plat/planned development application has been filed with the City. It has been reviewed and recommended for approval by the City of Yakima Hearing Examiner to the Yakima City Council. The Hearing Examiner's Recommendation, dated _ , 2025, is incorporated herein and attached hereto as Exhibit"B". The said subdivision and planned development is referred to herein as the "proposed development." 2. Conditions of approval. Developer agrees to abide by the terms and conditions of approval recommended by the Hearing Examiner, including construction of all infrastructure descried on the preliminary plat/planned development site plan map and incorporated herein by this reference as if set forth in full, including as the same may be revised to conform with conditions of approval set forth in the Hearing Examiner's Recommendation. Developer agrees that the use of the property pursuant to this agreement shall be consistent with the project description identified in the Washington State Environmental Policy Act Determination of Nonsignificance issued by the City of Yakima on 2025, and incorporated herein by this reference as if set forth in full (the "DNS"). Developer agrees to INDEX _ ___, 595 RECEIVED MAR 1 9 2025 CITY [F YAr,. ,sir, abide by the conditions of such further or additional land use permits or approvals as may be identified PLANNING DIV the DNS, or as may otherwise be required by applicable federal, state, and local law including but not limited to the City's Title 12 and all other applicable development standards, as the same may currently exist or may be hereafter amended; provided, however, that the procedures and substantive rules of the City's Master Planned Development ordinances, as codified in YMC Chapter 15.28 as it existed as of the date of this agreement and incorporated herein by this reference,shall guide and control all matters related to said ordinances and to the planned development aspect of the proposed development until this agreement terminates as provided elsewhere herein. Developer agrees to make future applications or submissions as may be necessary to fully implement any phased review of the proposed development and any specific project proposed therein. 3. Developer's Compliance. Developer agrees to abide by all such conditions as identified as a part of the Developer's Home Owner's Association and Declaration of Covenants, Conditions and Restrictions for the proposed development and incorporated herein by this reference as if set forth in full. 4. Appeals. In the event that any of the permits or approvals associated with the proposed development, including but not limited to SEPA determinations, preliminary plat, or planned development approval, are or may be appealed, then in that event, the City's obligations under this Agreement, and under the above-referenced development entitlements,shall be suspended, and may be terminated upon either order of court of competent jurisdiction or mutual agreement of the parties. Developer agrees not to appeal any of the previously required permits or approvals associated with the proposed development, including but not limited to SEPA determinations, preliminary plat, or planned development approval. 5. Default/Notices. No party shall be in default under this Agreement unless it has failed to perform as required for a period of thirty(30)days after written notice of default to the other party. Each notice of default shall specify the nature of the alleged default and the manner in which the default may be cured satisfactorily. The party not in default under this Agreement shall have all rights and remedies provided by law or equity, including without limitation, damages, specific performance or writs to compel performance or require action consistent with this Agreement. 6. No third party beneficiary. This agreement is made and entered into for the sole protection and benefit of the parties hereto and their successors and assigns. No other person shall have any right of action based upon any provision of this agreement. 7. Third-Party Legal Challenge. In the event any legal action or special proceeding is commenced against the City by any person or entity other than a party to this Agreement to challenge this Agreement or any provision herein, including any of the permits, approvals, or entitlements associated with this Agreement, the City may elect to tender the defense of such lawsuit or individual claims in the lawsuit to Developer, and Developer shall have the sole responsibility for defense of the third-party legal challenge. The tender and acceptance thereof shall relate solely to defense of the claims but shall not include assumption of any municipal liability, obligation or legal responsibility arising from or related to challenged municipal acts or omissions. The Developer shall not settle any such tendered lawsuit without the consent of the City, which consent shall not be unreasonably withheld. 8. Term. This Agreement shall continue in force for a period of thirty (30) years unless extended or terminated as provided herein or when the property has been fully developed, whichever first occurs, and all the Developer's obligations in connection herewith have been satisfied to the sole reasonable discretion of the City. Provided, however, that termination of this agreement shall not affect any of Developer's obligations to comply with the Yakima Urban Area Comprehensive Plan, any applicable zoning, subdivision or other municipal codes, or any land use entitlements approved with respect to the property or proposed development. Termination of this agreement shall not affect any Developer's obligations herein which expressly or by implication are to continue after the termination of this agreement; notwithstanding the generality of the foregoing, the parties expressly agree and covenant that the streets within the proposed development shall be required to be private and shall never be accepted by the City of Yakima as public streets. �a1D X 9. City's Reservation of Rights. The parties intend this agreement is interpreted to the full extent authorized by law as an exercise of the City's authority to enter into development agreements pursuant to RCW 36.706.170. Provided, however, that this agreement shall be construed to exclude from its scope and reserve to the City the authority which is prohibited by law from implementation by mutual agreement with consideration of parties acting under Ch. 36.70B RCW. Without limitation, this shall include the right of the City to impose new or different conditions on the property to the extent required by stormwater development standards and any serious threat to public health and safety. Developer acknowledges that any phased approach to developing the proposed development contemplates and requires the exercise of further discretionary powers by the City These powers include, but are not limited to, review of additional permit applications under SEPA and other applicable law. Nothing in this agreement shall be construed to limit the authority or the obligation of the City or any of its officials or officers in complying with or applying applicable law during review of specific project proposals or other subsequent phases of the proposed development. 10. Developer's Warranties and Representations. Developer represents and warrants to City that Developer has a property interest in the property, and that the covenants and obligations of Developer in this Agreement and in the permits, approvals, and entitlements associated with this Agreement and the proposed development do not violate or constitute a default under or breach of any agreement between Developer and any third party by which Developer is bound. Developer represents and warrants to City that Developer is fully authorized to enter into and perform its obligations under this Agreement. Developer represents and warrants to City that there is neither pending nor, to the knowledge of Developer, any threatened legal action, arbitration or administrative hearing before any governmental authority to which Developer is a party and which could enjoin or restrict Developer's right or ability to perform its obligations under this Agreement. 11. Development Standards. Developer proposes the following development standards for residential and commercial uses within the Master Planned Development, which are proposed to allow flexibility in accordance with YMC 15.28.010(A)(1): Residential Uses: Single-Family Residential Minimum Lot Size 6,000 Square-Feet Maximum Lot Coverage 60% Minimum Lot Width 50-feet Setbacks Consistent with YMC 15.05.030, Table 5-1 Common-Wall Residential Minimum Lot Size 3,500 Square-Feet Maximum Lot Coverage 60% Minimum Lot Width 35-feet Setbacks Consistent with YMC 15.05.030, Table 5-1 Multifamily Residential Minimum Lot Size 6,000 Square-Feet Maximum Lot Coverage 80% Minimum Lot Width 50-feet Setbacks Consistent with YMC 15.05.030, Table 5-1 Commercial Uses: Maximum Lot Coverage 80% Maximum Building Height _ 35-feet Setbacks Consistent with YMC 15.05.030, Table 5-1 Minimum Lot Size for non-residential uses None R CE V ) MAR I :9 %'[1r I N D EX CITY 01- YHNI.„-, PLANNING DIV. 597 Block Length. Developer proposes to provide no pedestrian access points at mid-block within Phase 6(YMC 14.25.050). Because this is a master planned development with access to the recreational amenities in Phase 3 via a 9-foot pathway access easement on lots 6-82 and 6-83, a mid-block pedestrian access is not desirable. Additionally, developer proposes a block of less than 250-feet in Phase 2 to serve lots 2-19 through 2-24. Total block length is approximately 146-feet from the Right-of-Way line. This type of access would not typically require a turnaround. Lots 2-19 through 2-22 already have access and frontage to adjacent streets. 12. Modification of an Approved Master Planned Development Overlay. Modifications to the adopted master development plan and/or development agreement may be requested from time to time. Minor modifications will undergo Type(1)or Type(2)review as defined in YMC Chapters 15.13 and 15.14. The administrative official shall review modification to the adopted master development plan and/or development agreement as a minor modification if it has been determined that: A. The amendment does not increase the areas identified for any particular land use or increase the residential density approved in the master plan or as permitted in the underlying zoning district; B The amendment does not increase the total area of nonresidential uses by more than five percent; C. The amendment does not materially change the type and character of approved uses; i. Phase 5 Commercial Area: For the purpose of determining a material change in the type and character of approved uses in the Phase 5 Commercial Area, that shall be defined as any use that is not a Class 1 or 2 Permitted Use in the General Commercial (GC) zoning district (YMC § 15.04.030, Table 4-1). For the purposes of determining future processing of a Minor Modification to the Commercial Area, Class 1 uses shall undergo Type 1 review and Class 2 uses shall undergo Type 2 review. D The amendment does not materially change parking or traffic circulation within the development; E. The amendment does not materially change setbacks, buffers, landscaping, critical areas, or other mitigation measures; F, The amendment does not materially impact the overall design of the approved master plan; and G Other similar changes of a minor nature proposed to be made to the configuration, design, layout or topography of the master planned development which are deemed not to be material or significant in relation to the entire master planned development and are determined not to have any significant adverse effect on adjacent or nearby lands or the public health, safety or welfare. Major modifications will undergo Type (3) review as defined in YMC Chapter 15.15 and shall be referred to the hearing examiner in accordance with YMC 15.15.040, A "major modification" shall be any modification to an approved master development plan or development agreement that is deemed more significant than a "minor modification" as described hereinabove. 13. Vesting. The master planned development review shall be vested to development regulations, standards, conditions, and laws applicable at the time the development agreement is recorded, inclusive of specific conditions and standards set forth in said Development Agreement to the extent it complies with applicable Washington law. The vesting period shall be for the"Term" as stated in the development agreement and shall be agreed upon by the parties to the Development Agreement after giving consideration to the extent and complexity of the proposed development as well as specific development planning considerations raised by the developer. 14. Severability. If any provision of this Agreement are determined to be unenforceable or invalid pursuant to a final decree or judgment by a court of law or tribunal with jurisdictioq.i.tlie .th INDEX 598 remainder of this Agreement not decreed or adjudged unenforceable or invalid shall remain unaffected and in full force and effect. 15. Agreement to be Recorded. This Agreement may be modified only by written agreement of the parties hereto. This Agreement or a memorandum thereof shall be recorded against the Property as a covenant with the land which touches and concerns the Property and shall be binding upon the City and Developer, their heirs, successors and assigns, and all future owners of the Property. Developer shall be responsible for the costs of recording. Any approved modifications to this Agreement shall also be recorded against the Property. 16. Agreement Approval. This Agreement may only become effective upon execution by the City of Yakima following adoption of a resolution approving the same following a public hearing in compliance with Ch. 36.70B RCW. 17. Entire Agreement. This Agreement constitutes the entire agreement of the parties and incorporates all prior discussions and agreements. IN WITNESS WHEREOF, this Agreement has been entered into between the City and Developer, and is effective as of the day of , 2025. PRICKLY PEAR HOLDINGS, LLC a Washington limited liability company F. IV ED MAR Y 9 2025 By: ii V Lif YAKIMA Its: PLANNING DIVt CITY OF YAKIMA, a political subdivision of the State of Washington By Mayor APPROVED AS TO FORM By: , City Attorney ATTEST TO: By: , City Clerk [ACKNOWLEDGEMENTS ON FOLLOWING PAGE] STATE OF WASHINGTON ) ss. County of Yakima On this day of , 2025, before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared { 'As6 1p'J. +�,' D� )C9 INDEX :.r. eC -._- .,v 599 to me known to be the of PRICKLY PEAR HOLDINGS, LLC, the limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated the(s)he is authorized to execute the same instrument on behalf of the limited liability company. Witness my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC, in and for the State of Washington, residing at My commission Expires: STATE OF WASHINGTON t ss. County of Yakima On this day of , 2025, I certify that I know or have satisfactory evidence that , MAYOR of the CITY OF YAKIMA, is the person who appeared before me, and said person acknowledged that they are authorized to sign this instrument on behalf of the City of Yakima, and acknowledged it to be their free and voluntary act for the uses and purposes of mentioned in the instrument. Witness my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC, in and for the State of Washington, residing at My commission Expires RECEIVED MAR 19 2025 CITY YAlitVir PLANNING DIV. 11 c. INDEX "�" 600 7MCE/VEn' EXHIBIT"A" MAR 1 LEGAL DESCRIPTION CITY Ur �r� G PLANNING DIV Parcels and Legal Description: 181203-22005: W 257.75 FT OF E 287.75 FT OF W1/2 NW1/4 LY N OF BELLMAR ADD EX N 647.5 FT 181203-22007: Section 03 Township 12 Range 18 Quarter NW: S 310.61 FT OF N 491.11 FTOF W 257.75 FT OF E 287.75 FT OF GOV LOT 4 181203-22008: Section 03 Township 12 Range 18 Quarter NW: GOV LOT 4 EX E 287.75 FT ALSO W 257.75 FT OF E 287.75 FT OF N 180.5 FT ALSO TH PT OF SW1/4 NW1/4 LY N OF BELLMAR ADD: EX E 287.181204-11002: 181204-12001: Section 04 Township 12 Range 18 Quarter NE: Government Lot 2, Section 4, Township 12 North, Range 18 East, W.M.; ANO the West 30.00 feet of Government Lot 1 of said Section 4 as measured perpendicular to the West line thereof; AND the West 30.00 feet of the following described parcel as measured perpendicular to the West line thereof: That portion of the Southeast 1/4Northeast 1/4 of said Section 4 described as follows: Commencing at the Southeast corner of said subdivision; thence North 00°39'20"" East along the East line thereof, 1353.31 feet to Beginning; thence North 89?°44145"" West, 1317.31 feet to a point on the West line of said subdivision which lies 1345.36 feet North 00?°50"45"" East from the Southwest corner of said North 00?°50'45"" East along said West line, 15.27 feet to the Northwest corner of said subdivision; thence South 89°58'06"" East along the North line thereof, 1317.31 feet to the North; thence South 00°39'20"" West along the East line of said subdivision, 20.39 feet to the Point of Beginning; AND that portion of Vacated South 46th Avenue lying Northerly of L(Extended) and Westerly of Lot 1, BellMar Addition, located In the Northeast 1/4 of Section 4, Township 12 North, Range 18 East, W.M., records of Yakima County Washington; AND the North East 165 feet of the North 1/2 of the Southwest 1/4 of the Northeast 1/4 of Section 4, Township 12 North, Range 18 East, W.M. 181204-11002: Section 04 Township 12 Range 18 Quarter NE: GOV LOT 1 EX W 30 FT & BEG 1353.31 FT N OF SE COR NE1/4, TH N 89" 44' 45""W 1317.31 FT, TH N 00" 50' 45" E 15.27 FT, TH S 89"TH S 00" 39' 20"" W 20.39 FT TO POB BELLMAR ADD RES # 6661980 AF# 2619536 181204-14409: Section 04 Township 12 Range 18 Quarter NE: SHORT PLAT 88025 Lot 1 181333-44008: N1/2 S1/2 SE1/4 SE1/4 181334-33401: Section 34 Township 13 Range 18 Quarter SE: SPM AF 7893928 The west 280.70 ft of Lot 7 and the South 219.66 ft of the West 280.70 feet of Lot 8 EXHIBIT"B" HEARING EXAMINER'S RECOMMENDATION RECEMED PLACEHOLDER MAR 1. 9 2025 GI fY 01- YAKIMMA PLANNING DIV- 602 I CITY OF YAKIMA CODE ADMIN.DIVISION FEB 2 0 2025 .=0.8 111"w`" LAND USE APPLICATION ❑ REC'VD FAXEEEl PAID FYI ❑❑ �1W. CITY OF YAKIMA,DEPARTMENT OF COMMUNITY DEVELOP,MI N' PCirY Qr YAKIMA a n n i n 9 129 NORTH SECOND STREET,2ND FLOOR,YAKIMA,WA 98901 PHONE: (509)575-6183 EMAIL: ask.planning@yakimawa.gov INSTRUCTIONS—PLEASE READ FIRST Please type or print your answers clearly. Answer all questions completely. If you have any questions about this form or the application process,please ask a Planner. Remember to bring all necessary attachments and the required filing fee when the application is submitted. The Planning Division cannot accept an application unless it is complete and the filing fee paid.Filing fees are not refundable. This application consists of four parts. PART I-GENERAL INFORMATION AND PART IV—CERTIFICATION are on this page.PART Il and III contain additional information specific to your proposal and MUST be attached to this page to complete the application. PART I—GENERAL INFORMATION Name: HLA Engineering and Land Surveying, Inc.c/o Joseph Calhoun 1. Applicant's Mailing Address: 2803 River Rd Information: - - City: Yakima St: WA Zip: 98902 Phone:a( 509 )966-7000 E-Mail:jcalhoun@hlacivil.com 2.Applicant's Interest in Pro ert Check One: ❑Owner VI Agent ❑Purchaser ❑ Other P y: _ Name: Prickly Pear Holdings, LLC 3.Property Owner's Mailing Address: 2550 Borton Rd Information (If other - than Applicant): City: Yakima St: WA Zip: 98903 Phone:I( 509 )966-3905 E-Mail: byron@bortonfruit.com 4.Subject Property's Assessor's Parcel Number(s):See Attached 5.Legal Description of Property.(if lengthy,please attach it on a separate document) See Attached 6.Property Address:Vicinity of Sorenson Road and S 38th Ave 7.Property's Existing Zoning: ®SR ®R-1 j R-2 ®R-3 0 B-1 0 B-2 ❑ HB ❑ SCC ❑LCC ❑CBD I GC ❑AS ❑RD ❑M-1 ❑M-2 8.Type Of Application:(Check All That Apply) ® Planned Development ® Development Agreement 0 Admin.Adjustment ❑ Binding Site Plan 0 Type(I)Review El Type(2)Review 0 Type(3)Review ❑ Comprehensive Plan Map or Text Amendment ® Critical Areas Review ❑ Easement Release ® EnvironmentalChecklist ❑ Final Long Plat (SEPA Review) ❑ Final Short Plat ❑ Interpretation by Hearing El Long Plat Alteration 0 Modification Examiner 0 Non-Conforming 0 Overlay District ® Preliminary Long Plat ❑ Preliminary Short Plat Use/Structure ❑ Rezone 0 Right-of-Way Vacation ❑ Shoreline 0 Short Plat Amendment O Short Plat Exemption ® Transportation Concurrency ❑ Variance ❑ Other: PART II—SUPPLEMENTAL APPLICATION&PART III—REQUIRED ATTACHMENTS SEE ATTACHED SHEETS ^PART V—CERTIFICATION I certify that the information on this application and the required attachments are true and correct to the best of my knowledge. 1 el —ajS— er ProerlY ner'e are Date Z — /S —ZS' Ap ' ant's Signature -CP oo^ • ^ 51 p LDa�ej a.l.OO' --5 FILE/APPLICATIONI$1# pvit.001'„.t 0 Q lol.aJ DN At oo 54_cc Dec. O cy-1.-3,5 DATE FEE PAID: RECEIVED BY: MOULT PAID: RECEIPT NO: 03.---aS),1k0a5 C--b,UXUACY 5(6 it%,N DO-1S 6tV1-1t7 Revised 7/2023 Page 1 3 i 1'':'.1 D rt:ife # 603 E051 03 Air/A a1IwIL Supplemental Application For: "Si ■►« PLANNED DEVELOPMENTFEB 2 0 %025 r Itt YAKIMA MUNICIPAL CODE CHAPTER 15.28 anninMA �n PI YA►N. PLANNING )iV. PART II-APPLICATION INFORMATION 1. PROPERTY OWNERS(attach if long): List all parties and financial institutions having an interest in the property. Prickly Pear Holdings, LLC 2. SURVEYOR AND/OR CONTACT PERSON WITH THEIR CONTACT INFORMATION: Mike Heit, PE; 2803 River Rd;Yakima, WA 98902; mheit@hlacivil.com 3. NAME OF PLANNED DEVELOPMENT: Champions Park Mixed-Use Planned Development 4. ZONING OF SUBJECT PROPERTY: (check all that apply) ®SR m R-1 ®R-2 m R-3 ❑B-1 ❑B-2 ❑HB ❑ SCC ❑LCC ❑CBD ®GC ❑AS ❑RD ❑M-1 ❑ M-2 5, SITE FEATURES: A.General Description: Flat LI Gentle Slopes ❑ Steepened Slopes B.Describe any indication of hazards associated with unstable soils in the area,i.e. slides or slipping: None known C.Is the property in a 100-Year Floodplain or other critical area as mapped by any local,state,or national maps or as defined by the Washington State Growth Management Act or the Yakima Municipal Code? Yes 6. UTILITY AND SERVICES: (Check all that are available) m Electricity® Telephone®Natural Gas® Sewer[ZI Cable TV®Water Nob Hill ❑ Irrigation 7. OTHER INFORMATION: A. Distance to Closest Fire Hydrant: 0-Two fire hydrants are located on Sorenson Road,adjacent to property B. Distance to Nearest School(and name of school):West Valley JH+/-3,5 miles C. Distance to Nearest Park(and name of park): 0-SOZO Sports Complex adjacent to property D. Method of Handling Stormwater Drainage: On-site infiltration E. Type of Planned Development: ❑Residential ❑ Commercial ❑ Industrial ®Mixed Use PART III-REQUIRED ATTACHMENTS 1. PRELIMINARY PLAT/SITE PLAN REQUIRED(please use the attached City of Yakima Plat/Site Plan Checklist) 2. TITLE REPORT(disclosing all lien holders and owners of record): 3. TRAFFIC CONCURRENCY(if required,see YMC Ch. 12.08,Traffic Capacity Test): 4, ENVIRONMENTAL CHECKLIST _ 5. NARRATIVE(attached) 6. DRAFT DEVELOPMENT AGREEMENT: (which shall include: Narrative Description of Project and Objectives; Summary of Development Standards; Site Plan Elements; Development Phasing, including times of performance to preserve vesting (YMC 15.28.070);Public Meeting Summaries; Performance Standards and Conditions addressing the items above;Criteria for Determining Major vs.Minor Modifications and amendments;and,Signatures by each owner of property within the Master Development Plan area acknowledging that all owners will agree to be bound by conditions of approval, including use, design and layout, and development standards contained within the approved Plan and Development Agreement.) I hereby authorize the submittal of the planned development application to the City of Yakima for review. I understand that conditions of approval such as dedication of right-of-way, easements, restrictions on the type of buildings that may be constructed, and access restrictions from public roads may be imposed as a part of approval and that failure to meet these conditions may result in denial of the development. a � k ✓)5P— Propet4y 0=tffnatu iced) Date Revised 7/2023y�9, Page l 4 D X # E - 604 1 f`EIVED Supplemental Application For: . .III u% .. Anti 11111W PLANNED DEVELOPMENT-EB 2 0 2025 % YAKIMA MUNICIPAL CODE CHAPTER 15.28 Y YAKIMA pi `E ¢_.nF i I n g PLANNINC DIV. PART IV—NARRATIVE(The following information should be addressed in the land use application) 1. What land uses are proposed? See attached 2. Will the land be subdivided? If so,what type of subdivision?(Long Plat, Short Plat,Binding Site Plan,etc) See attached 3. How does the proposed Planned Development allow flexibility in development standards and permitted uses while ensuring compatibility with neighboring uses? See attached 4. Describe how the proposed Planned Development facilitates the efficient use of the land. See attached 5. Describe how the proposed Planned Development increases economic feasibility.(i.e. fostering efficient arrangement of land use,buildings,transportation systems,open space,and utilities) See attached 6. How does the proposed Planned Development preserve or enhance natural amenities,features,shorelines and critical areas in the development of the site? See attached �°C 4'g Revised 7/2023 D J • Page 5 605 7. Identify environmental impacts and appropriate mitigation measures. See attached 'IEC ski FEB 2 0 '025 CI I Y ui— Vi-;.,I Vie. PLANNING HIV 4. How does the proposed Planned Development encourage environmentally sustainable development? See attached 9. What services and facilities are available to serve the subject property? Are those services adequate? See attached 10.Will the proposed development promote economic development,job creation,diversification, or affordable housing? See attached 11.How does the proposed development create vibrant mixed-use neighborhoods, with a balance of housing,employment, commercial, and recreational opportunities? See attached 12.How is the proposed development consistent with goals,policies,and objectives ofthe Yakima Urban Area Comprehensive Plan? See attached Revised 7/2023 �4� r Page 16 II ll NM' nr�sa 606 13.How does the proposed Planned Development utilize unique and innovative facilities that encourage the efficient and economical use of the land? See attached RECEDED FEB 2 2025 CI I Y Ut- 1'E'titiivg !_.lNNIN a DIV. 14.Does the proposed Planned Development promote a sound system for traffic and pedestrian circulation?Describe. See attached 15.How does the proposed Planned Development promote open space and use of natural and/or developed amenities? See attached 16.Will the proposed Planned Development provide an architecturally attractive,durable,and energy efficient development? See attached 17.Please provide a summary of all previous known land use decisions affecting the applicant's property and all outstanding conditions of approval with respect to such prior land use decisions. See attached Revised 7/2023 q ..1. Page 7 607 18.Any other development standards proposed to be modified from the underlying zoning districts requirements. See attached 19.What are the aesthetic considerations related to building bulk,architectural compatibility, light and glare,urban design, solar access and shadow impacts. See attached 20.Please provide an inventory of any on-site cultural,historic,and/or archaeological resources. See attached Note: if you have any questions about this process, please contact us City of Yakima, Planning Division, 129 N. 2nd St., Yakima,WA or 575-6183 RECEIVED FEB 2 0 2025 CITY OF YAKIMA PLANNING DIV. l J , Revised 7/2023 Page 8 •� g 608 WRITTEN NARRATIVE CHAMPIONS PARK MAR 19 1025 PLANNED DEVELOPMENT Ct1'' Ut- ILAA'iu1 ci PLANNING DIV. 1. What land uses are proposed? The Champions Park Mixed Use Planned Development proposed land uses will consist of low density residential, multi-family residential, and general commercial uses. The project consists of 5 current phases located on approximately 85 acres of land. The Master Planned Development includes the following Phases and Uses: • Phase 2: 64 total lots across 27.46 acres. This phase will include 60 single-family home lots and 4 common-wall lots. • Phase 3: 42 total lots across 8.65 acres. This phase will include 1 single-family home lot, 25 multifamily dwellings (50 units) across 4-lots, and 36 common-wall lots, including 1- non buildable lot that includes mapped floodplain and floodway. • Phase 4: 15.23-acre RV Park with recreation area. This includes 71 RV stalls, a 10,200 square-foot office/store, and a 3,625 square-foot clubhouse with pool, tennis courts, basketball courts and open space. • Phase 5: There are approximately 6.99 acres of commercial development space proposed for the following uses and site configuration: o Tap house/restaurant area - 7,520 s.f. o Patio area — 1,400 s.f. o Greenspace/ yard area— approximately 45,737 s.f. o Quick Service Restaurant (QSR) — 2,510 s.f. o 110-room hotel with associated parking, landscaping, and greenspace A conceptual layout of the commercial area is provided on the site plan which shows parking/drive aisles, building location(s) and possible uses. It is anticipated that the final determination on land use(s) and site layout will be authorized through the Type 1 Review process. Potential uses include Class 1 permitted uses in the GC Zone per YMC § 15.04.030, Table 4-1. • Phase 6: 112 single-family home lots across 29.60 acres. • Total residential use across Phases 2, 3 and 6: 218 lots and 263 dwelling units. • For the purpose of analyzing the overall development in the area, we want to reference Champions Park Phase 1, approved on March 19, 2024 by Resolution R-2024-051. This Phase includes 47 single-family lots and 46 common-wall lots (City File PLP#002- 23). The Final Plat was recorded on December 11, 2024 (City File FLP#004-24). Since this phase is completed, it is not part of the 5 remaining phases or included in the Development Agreement. However, analysis of the total project considerations for overall traffic generation, utility extension, etc. included and will reference Phase 1. CI "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative docx" 'r":4 a 609 d; R C!!VE1 ''•'1 Alt 1 iY ?025 2. Will the land be subdivided? If so, what type of subdivision? Ir Pi. . INN 0IV Proposed long-plat subdivisions will occur over several phases and includes approximately$5 acres for a combination of single-family, common wall, and multi-family dwelling units. The subdivisions will create 218 lots and propose 263 dwelling units. 3. How does the proposed Planned Development allow flexibility in development standards and permitted uses while ensuring compatibility with neighboring uses? Underlying land zoning includes a combination of SR, R-1, R-2, R-3 and GC. The proposed Planned Development is intended to allow for commercial development which would otherwise not be allowed in the residential zoning districts. The proposed commercial development and RV park will complement surrounding uses and provide additional services that support the SOZO Sports Complex, airport to the northeast, and the proposed residential development to the west. The proposed commercial development will meet all development standards associated with the type of development, including parking, setbacks, lot coverage, landscaping, and appropriate site screening and buffers where required. The residential development proposes to conform to consistent residential development standards including building height, lot size, lot coverage, and setbacks based on building type rather than the underlying zone. For example, the common-wall development in the SR zone proposes a minimum lot size of 3,561 s.f. where the SR zone would typically require a 4,000 s.f. minimum lot size. Regarding block lengths, Phase 6 includes block lengths that are below the 1,000 foot maximum, but do not include pedestrian corridors at mid block, as contemplated by YMC 14.25.050 which provides: "Any block over six hundred sixty feet in length may be required to provide a pedestrian way connecting opposite sides of the block." Because this is a master planned development with access to the recreational amenities in Phase 3 via a 9-foot pathway access easement on lots 6-82 and 6-83, a mid-block pedestrian access is not desirable. Additionally, developer proposes a block of less than 250-feet in Phase 2 to serve lots 2-19 through 2-24. Total block length is approximately 146-feet from the Right-of-Way line. This type of access would not typically require a turnaround. Lots 2-19 through 2-22 already have access and frontage to adjacent streets. 4. Describe how the proposed Planned Development facilitates the efficient use of the land. Over 85 acres of the proposed development will be a mixture of residential and multi-family construction providing approximately 218 lots and 264 dwelling units. Proposed are 173 single- family lots, 40 common wall lots, and 4 multi-family lots containing 25 duplex units (50 total units). One final lot is proposed that encompasses non-buildable floodway/floodplain area in Phase 3. All but one road servicing the residential subdivisions will be public, and all streets will be built to city standards with corresponding curb, gutter, sidewalk, and streetlights. Lot sizes range from 3,561 SF to 65,778 SF. Approximately 6.5 acres are in the flood plain, with 25 duplexes planned on four large parcels to efficiently maximize the use of these parcels and meet flood plain lot size requirements of YMC Ch. 15.27. There is a connecting road proposed over the mapped floodway area, but otherwise, construction is limited in the floodplain. Road and utility construction within the mapped •"'a mq :Y�r,K F!pF• "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative docx" IN I; "a.*,+ 610 MAR 19 2025 J!I Y f 1F YAKiivIA floodway/floodplain will adhere to applicable Critical Areas Ordinance standards found in YMC A .,DING Ch. 15.27. Approximately 22 acres are devoted to commercial uses that enhance and support the surrounding uses in the area by providing services and amenities. A private access road will be constructed to serve the RV Park, and on-site parking lots will be constructed for the commercial development properties. 5. Describe how the proposed Planned Development increase economic feasibility (i.e., fostering efficient arrangement of land use, buildings, transportation systems, open space and utilities.) The proposed layout is such that the commercial development is located closest to existing commercial and recreation uses in the area, and the residential development will act as infill to other residential development in the area. Zoning to the north of the proposed commercial development is Light Industrial (M-1), and to the west is Multifamily Residential (R-3). Property to the east of the proposed commercial area is outside of city limits and is a combination of Industrial and Single Family Residential. Property to the south is also outside city limits and is zoned Single-Family Residential. Public infrastructure will be extended throughout the site including water, sewer, streets, streetlights, and sidewalks. Access points for the development will be on Ahtanum, a minor arterial county road; S 52nd Ave, a collector arterial county road; Sorenson Road, a city local access road; and S 38th Ave, a city local access road. A traffic study was conducted to review potential impacts to adjacent intersections. This development will bring utilities into areas that are not currently served. The residential development will provide much needed housing for the city and the commercial development will support and complement surrounding uses. 6. How does the proposed Planned Development preserve or enhance natural amenities, features, shorelines and critical areas in the development of the site? The proposed Master Planned Development Plan will preserve the character of the adjoining neighborhoods while the commercial development will complement the surrounding uses by providing much needed services to the area. Portions of the property contain mapped floodplain and floodway. A north-south roadway is proposed over a portion of the floodplain and floodway on parcel 181334-33401. The roadway will be constructed in accordance with YMC 15.27.411(H). Proposed new lots with the floodplain are consistent with the subdivision standards in YMC 15.27.321(B) and 15.05.030(C) — lots are a minimum of 1-acre or contain at least a 5,000 square-foot buildable area outside the floodplain. 7. Identify environmental impacts and appropriate mitigation measures. SEPA review has been completed on Phase 1 and a DNS was issued on December 13, 2023. SEPA review has not been completed on the remaining property at this time but will be conducted concurrently with the MPD and Subdivision. Significant environmental impacts are not expected. The development is occurring on flat, vacant agricultural land. The development proposed in the floodplain and floodway will meet all development standards required by the e "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative.docx" a _. .�.� _.. 611 Yakima Municipal Code including employing engineering practices to keep floodwaters from ,. being diverted from the floodplain or increasing flooding impacts on surrounding properties. 8. How does the proposed Planned Development encourage environmentally MAk ,d_ 025 sustainable development. I Y th- The project utilizes "low-impact development" concepts via stormwater management and lanuLANNEal O�V. use development strategies that emphasize conservation and use of existing natural site features integrated with disturbed, small-scale stormwater controls that mimic natural hydrologic patterns in residential settings. Stormwater will be retained on-site, and drainage and infiltration facilities provided. The proposal accommodates population growth, and density proposals are consistent with the municipal code and the city's 2040 comprehensive plan. Open space is included in the proposal and the design facilitates accommodation of floodwaters and stormwater. 9. What services and facilities are available to serve the property? Are those services adequate? Sewer and water will be extended throughout the site to serve the development. Fire hydrants will be located throughout to serve the community. Wide Hollow Elementary School, West Valley Middle School and West Valley High School would serve the needs of the development. There are several parks within 2 miles of the site including Randall and Kissel Park, and the SOZO sports complex located north of Sorenson Road. Transit lines are available approximately two miles away from the site. 10. Will the proposed development promote economic development,job creation, diversification or affordable housing? The mixed-use development will provide construction jobs as well as long term service industry jobs. The proposed housing is a mix of single-family, common wall, and multi-family structures, providing varied housing opportunities that are much needed. 11. How does the proposed development create vibrant mixed-use neighborhoods, with a balance of housing, commercial, and recreational facilities. The mixed-use development creates a balance of housing, commercial and recreational facilities. The development incorporates open space amenities such as a pool, basketball and pickleball courts, an RV park, and commercial services which further support the residential development, such as restaurants and a hotel. Housing is mixed with common wall structures and single-family residences including a small, gated community within the development which provides for larger lots. 12. How is the proposal consistent with goals, policies, and objectives of the Yakima Urban Comprehensive Plan? This project will help the city reach the goals of the Comprehensive Plan 2040 and Housing Action Plan by providing much needed housing by creating 263 additional dwelling units which will help the city achieve its annual target of approximately 295 dwelling units per year. This mixed-use development proposal is consistent with several of the comp plans goals and policies, including: ri v,,•Co', "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative.docx" 612 RECEVVEI) MAR j 9 ?1J25 consistent with the community's vision. �'i(Y OF Yf DI�yaa Goal 2.2 Provide a mix of land use designations y PLANNING �$V. Policy 2.2.4. Commercial Mixed-Use: A. Purpose: This designation promotes the greater integration of mixed uses that offer greater development choices to property owners, increased housing options, strengthened commercial retail areas, and lively pedestrian-oriented development. B. Locational criteria: Existing and planned commercial centers (except for the CBD) and primary arterial corridors. C. Principal uses & density: A wide range of retail and general service uses plus residential uses on upper floors on key retail-focused streets and single purpose residential on other streets. This includes a mixture of apartments, townhouses, and assisted living facilities. New residential uses should feature densities supportive to transit use. Goal 2.3. Residential Uses. Preserve and enhance the quality, character, and function of Yakima's residential neighborhoods. Policy 2.3.1. Provide for a wide variety of housing types within the city to meet the full range of housing needs for Yakima's evolving population. B. Standard single family. Continue to allow for detached single family dwellings in residential districts. E. Duplexes. Continue to allow duplexes in appropriate residential zones, provided density standards are met. Consider incorporating design standards that emphasize a pedestrian oriented design and the inclusion of usable open space. Policy 2.3.3. Create walkable residential neighborhoods with safe streets and good connections to schools, parks, transit, and commercial services. A. Construct sidewalks along all new residential streets. B. Provide streetscape standards that create safe and walkable streets within residential developments. C. Promote small block sizes to ensure good connectivity and reduced walking distances between residences and schools, parks, and services. Commercial and mixed-use designations: Configure development to provide pedestrian connections at 300 to 660 feet intervals. Configure development to provide vehicular connections at 600 to 1,320 feet intervals. Allow flexibility for private internal streets to meet connectivity objectives. Goal 2.5. Arterial corridors and other mixed-use centers. Enhance the character, function, and economic vitality of Yakima's arterial corridors and mixed-use centers. Policy 2.5.1. Allow fora mixture of compatible land uses along corridors and within mixed-use designated areas. This includes the integration of multi-family residential, and office uses with retail and service commercial uses. Provide zoning and design standards to maintain compatibility between different uses and zones. Goal 5.1. Encourage diverse and affordable housing choices. Policy 5.1.2. Promote the preservation, improvement, and development of single-family homes in Yakima. Goal 5.4. Encourage design, construction, and maintenance of high-quality housing. Policy 5.4.1. Promote sustainable development practices in housing development. Policy 5.4.2. Use transitional densities, design and landscape standards to ensure housing is compatible with existing character and planned goals. Policy 5.4.3. Encourage development of well-designed new housing in coordination with population growth, employment growth, and transportation goals. Goal 8.2. Ensure that utilities are provided in a reliable, sustainable, and safe manner. 3n� AM "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative docx" 41' a„ 613 Policy 8.2.1. Use land use, design, and construction policies and regulations to manage placement and construction of utilities, encouraging the efficient use of land and co-location of facilities where feasible. Policy 8.2.2. Ensure that utility facilities are designed, built, and maintained to have a minimal impact on surrounding neighborhoods. Goal 9.1. Enhance and protect surface, storm, and groundwater quality and quantity. Policy 9.1.1. Implement the City's stormwater program and require use of appropriate stormwater manuals or best management practices for the design, construction, and operation of developments or activities which could alter surface or ground water quantity or quality. Goal 9.2. Protect and enhance air quality. Policy 9.2.1. Cooperate with local, State and federal air pollution control agencies and comply with applicable regulations that govern air pollutants during land development, construction and operation. Goal 9.3. Manage floodplains to protect public health and safety, and to support ecological function. Policy 9.3.1. Protect natural drainage systems associated with floodways and floodplains through application of regulations based on best available science. Policy 9.3.2 Ensure adequate protection of life and property from flood events in floodways and floodplains through application of appropriate limitations on and mitigation requirements for development, and implementation of Comprehensive Flood Hazard Management Plans, when available. 13. How does the proposed Planned Development utilize unique and innovative facilities that encourage the efficient and economical use of the land? This mixed use planned development proposes to utilize the existing vacant land in numerous ways to provide for a wide variety of uses and services. The proposal supports the surrounding uses and provides much needed housing. Portions of the property that contain mapped floodplain and floodway are designed to meet applicable code sections for construction within those areas, using the smallest footprint possible. 14. Does the proposed Planned Development promote a sound system for traffic and pedestrian circulation? Describe. A traffic study was conducted to review potential impacts to the surrounding arterial access points. The site includes public roads built to city standards that include curb, gutter and sidewalks throughout, connecting and providing easy access through the entire development for both vehicles and pedestrians. The development includes 4 separate access points for entry and exit into the site, and one private access point for the RV Park. 15. How does the proposed Planned Development promote open space and use of natural and/or developed amenities? Residences and RV campers will have an opportunity to take advantage of the nearly 3.5 acres of devoted open space at the shared recreation center which will include onsite parking, clubhouse, pool, tennis and pickleball courts, basketball courts and a park. AR 1 ' ' 02r. "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative.docx" UTY YAi`allat„ PLANNING DIV 614 16. Will the proposed Planned Development provide an architecturally attractive, durable and energy efficient development? Residential building design includes pitched roofs, articulated facades with siding, stone veneer, and decorative moldings. All buildings part of the development will conform to current building codes and the Washington State Energy Code. 17. Please provide a summary of all previously known land use decisions affecting the applicant's property and all outstanding conditions of approval with respect to such prior land use decisions. The property was annexed into the city, under Ordinance No. 2023-011, Prickly Pear Annexation. The Plat of Champions Park - Phase 1 has been submitted under file numbers PLP#002-23, SEPA#011-23. The DNS for SEPA#011-23 was issued on December 13, 2023. The Hearing Examiner recommended approval on January 25, 2024, and City Council approved the Preliminary Plat on March 19, 2024 (Resolution R-2024-051). The Final Plat was recorded on December 11, 2024 (FLP#004-24) Previous use of this land was agriculture. According to the Washington State Department of Ecology's Dirt Alert Map, there were no past orchard uses during the time when lead arsenate was used as a pesticide. 18. Any other development standards proposed to be modified from the underlying zoning district requirements? No revisions to the underlying zoning district standards are proposed. 19. What are the aesthetic considerations related to building bulk, architectural compatibility, light and glare, urban design, solar access and shadow impacts. The proposed residential dwellings are designed to be compatible architecturally with new residential structures in the surrounding neighborhoods. Lot sizes, setbacks and building heights will meet city standards per the underlying zoning districts. Building height, solar access and shadow impacts are not considered to be significant, as the structures will meet building height standards of the underlying and adjacent zoning districts. Where provided, lighting will be directed to reflect away from adjacent and abutting properties. Parking lots adjacent to residential districts or uses will be designed with down-shielding and luminaries creating no lighting pollution upon those properties. A photometric lighting plan will be provided at the time of building plan submittal. 20. Please provide an inventory of any on-site cultural, historic and/or archaeological resources. Review of public records available on-line from the Department of Archaeology and Historical Preservation showed no inventoried resources. If, during construction, artifacts are found, then work within the area will cease and the proper authority will be notified. DAHP's statewide predictive model indicated that there is a high probability of encountering cultural resources within the proposed project area, Project Tracking Code (2023-022-07771). .I • ":'w,fix,+ MAR 1 2 .'I1 __. n, UITY OF "G:\PROJECTS\2022\22115E\Master Plan\2025-04-11 Champions Park PD Narrative.docx" --PLANNING ING 615 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PI)#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER F Public Notices DOC DOCUMENT DATE INDEX F-1 Affidavit of Posting 04/02/2025 F-2 Notice of Complete Application 04/03/2025 F-3 Notice of Application & Environmental Review 04/08/2025 F-3a: Press Release and Distribution Email F-3b: Parties and Agencies Notified F-3c: Affidavit of Mailing F-4 Notice of Public Hearing& DNS 06/05/2025 F-4a: Legal Ad F-4b: Press Release and Distribution Email F-4c: Parties and Agencies Notified F-4d: Affidavit of Mailing F-5 HE Agenda & Packet Distribution Lists 06/18/2025 F-6 HE Agenda & Hearing Sign-in Sheet 06/26/2025 F-7 Notice of Hearing Examiner's Recommendation 07/14/2025 (See DOC INDEX#AA-1 for HE Recommendation) F-7a: Press Release and Distribution Email F-7b: Parties and Agencies Notified F-7c: Affidavit of Mailing F-8 Letter of Transmittal to City Clerk: City Council Hearing 07/17/2025 (Mailing Labels, Site Plan,Vicinity Map) F-9 Notice of City Council Hearing 07/22/2025 616 ". w. OFFICE OF THE CITY CLERK ' r, 129 North Second Street It Yakima, Washington 98901 77',N Phone (509) 575-6037 • Fax (509) 576-6614 CITY OF YAKIMA NOTICE OF CLOSED RECORD PUBLIC HEARING Master Planned Development and Preliminary Plat of Champions Park Phases 2-6 NOTICE IS HEREBY GIVEN that the Yakima City Council will conduct a closed record public hearing to consider the Hearing Examiner's recommendation regarding a master planned development and preliminary plat approval of Champions Park Phases 2-6, submitted by HLA Engineering & Land Surveying, on behalf of Prickly Pear Holdings LLC. The plat will subdivide approximately 85 acres into 218 residential and commercial lots, located in the vicinity of S. 38th Avenue and Sorenson Road. Closed Record Hearing means the public is invited to testify on the existing records but will not be allowed to introduce any new information. Said closed record public hearing will be held on Tuesday, August 19, 2025, at 6:00 p.m., or soon thereafter, in the Council Chambers at City Hall located at 129 N. 2nd Street, Yakima, WA. Any interested person wishing to provide testimony on this proposal is welcome to attend the public hearing in person or via Zoom (information on the agenda). The City Council agenda will be posted online at: https:llwww.vakimawa.gov/council/agendas-and-minutes/ Or contact the City Council in the following manner: 1) Send a letter via regular mail to "Yakima City Council, 129 N. 2nd Street, Yakima, WA 98901'; or, 2) E-mail your comments to citycouncilavakimawa.gov Include in the e-mail subject line, "Champions Park Phases 2-6 planned development and preliminary plat." Please also include your name and mailing address. Please contact City Planning for additional information at (509) 575-6183. Dated and published this 22nd day of July, 2025. Rosalinda Ibarra City Clerk Doe Val INDEX Lam{ 2015 1994 617 Project Name: PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" Site Address: S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE File Number(s): PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Proposal: Master planned development: The Champions Park Mixed Use Development spans 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common-wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 multifamily units, 36 common-wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, QSR, hotel (110 rooms), and greenspace. A balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. U VICINITY MAP I --------i ' , ,1 . ),-; \\ J... T'91' ' \ ______ - -A -,- I ' - SITE _ 8iT'E __ _ , rmrvn SITE SITE SITE SITE 1 , t..' 4 A td[ L d[HICIIIMF I- J b SITE 1 id l I iIIIM 1 i 1 ' l - nfb.. DOC INDEX #_ Or _ Map Disclaimer: Information shown on this map is for planning and illustration purposes only.The City of _M I i.., Yakima assumes no liability for any errors,omissions,or inaccuracies in the information provided or for any I 11 action taken,or action not taken by the user in reliance upon any maps or information provided herein. C 1 Date Created:2/26/2025 618 VI - ti .J _T .> , i,....---r--b-==-7._c —='• - --- t 57. rI Tl f.) t� }? SIB i fll l#• y Y ` k Q O . -- -F- u. w *i 1p .. y - O a'I O - ,, ., ,,, z>2 „r,, ;51, <__0, Th- IIii8��r�rXXL.Ati� - - =J w o s,.a.r..rrr.•v a ••€h€ i s 3 - - Q tillit 40.4k. . 0; "„, i; ; . E i t 4 i imil'•`fi ?5 - s . p f r_ - . [ a 1 co : i-ir f t c f a$ _o r 's! Et f 0 W I _ r �_ _ �n� • MO i- . 1 • ifI • - .� I Tj _J 41 — -- i • • co•--- r ....,,. 1 12 tj i _' � I U; 4 4 5 ;: F IDS ` r` - DOC• INDEX 619 CITY OF YAKIMA, PLANNING DIVISION LETTER OF TRANSMITTAL I, Eva Rivera, as an employee of the City of Yakima, Planning Division, have transmitted to: Rosalinda Ibarra, City Clerk, by hand delivery, the following documents: 1. Mailing labels for Prickly Pear Holdings LLC "Plat of Champions Park Phases 2 - 6" 2. E-mail distribution lists for In-House, Local Media, and SEPA Reviewing Agencies. 3. Site Plan and Vicinity Map Signed this 17th day of July 2025. 1` Eva Rivera Planning Technician Received By: µ � Date: I ) / 2-025 INDEX 620 Ahtanum Irrigation District Cascade Natural Gas Century Link Beth Ann Brulotte 8113 W Grandridge Blvd 8 South 2nd Ave, Rm#304 10705-B Gilbert Road Kennewick,WA 99336 Yakima,WA 98902 Yakima,WA 98903-9203 bethb@ahtanum.net Charter Communications City of Union Gap City of Yakima-Airport 1005 North 16th Ave Jason Cavanaugh Jaime Vera Yakima,WA 98902 P.O. Box 3008 2400 West Washington Ave Union Gap,WA 98903 Yakima,WA 98903 Jason.cavanaugh@uniongapwa.gov jaime.vera@yakimawa.gov Yakima Valley Canal Co City of Yakima-Wastewater Division City of Yakima-Wastewater Division Robert Smoot Dana Kallevig Marc Cawley 1640 Garretson Lane 2220 East Viola Ave 2220 East Viola Ave Yakima,WA 98908 Yakima,WA 98901 Yakima,WA 98901 dana.kallevig@yakimawa.gov marc.cawley@yakimawa.gov Federal Aviation Administration Greater Yakima Chamber of Commerce Naches Cowiche Canal Association 2200 W.Washington Ave 10 North 9th Street PO Box 9635 Yakima,WA 98903 Yakima,WA 98901 Yakima,WA 98909 kristi@yakima.org NachesCowicheCanal@gmail.com North Yakima Conservation District Office of Rural and Farm Worker Housing Pacific Power 1606 Perry Street, Ste. C Marty Miller Mike Paulson Yakima,WA 98902 1400 Summitview Ave, Ste#203 500 North Keys Rd Yakima,WA 98902 Yakima,WA 98901 Martym@orfh.org United States Postal Service Yakima Valley Trolleys WA State Attorney General's Office David James PO Box 796 1433 Lakeside Court, Ste# 102 205 W Washington Ave Yakima,WA 98907 Yakima,WA 98902 Yakima,WA 98903 info@yakimavalleytrolleys.org david.r.jannes@usps.gov WA State Department of Agriculture WA State Department of Archaeology& WA State Department of Commerce Kelly McLain Historic Preservation Review Team PO Box 42560 1063 S Capitol Way, Ste 106 1011 Plum St SE Olympia,WA 98504 Olympia,WA 98504-8343 Olympia,WA 98504-3172 kmclain@agr.wa.gov Sepa@dahp.wa.gov reviewteam@commerce.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Ecology Annie Szvetecz Gwen Clear Lori White P.O. Box 47703 1250 W Alder St Iori.white@ecy.wa.gov Olympia,WA 98504-7703 Union Gap,WA 98903 Upload Docs to SEPA Register crosepacoordinator@ecy.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Energy Facility Rhonda Luke sepaunit@ecy.wa.gov Site Evaluation Council-EFSEC FormerOrchards@ecy.wa.gov PO Box 43172 Olympia,WA 98504-3172 efsec@utc.wa.gov WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife Janell Shah Scott Downes TeamYakima@dfw.wa.gov j.shah@dfw.wa.gov Scott.Downes@dfw.wa.gov DOC�a . INDEX 621 WA State Department of Fish and Wildlife, WA State Department of Health WA State Department of Health, Office of SEPA Desk Kelly Cooper Drinking Water PO Box 43200 PO Box 47820 Jamie Gardipe Olympia,WA 98504 Olympia,WA 98504 16201 E Indiana Ave, Ste# 1500 R3planning@dfw.wa.gov Kelly.cooper@doh.wa.gov Spokane Valley,WA 99216 Jamie.gardipe@doh.wa.gov WA State Department of Health, Office of WA State Department of Natural WA State Department of Social& Health Drinking Water Resources, SEPA Center Services, Office of Capital Programs SEPA.reviewteam@doh.wa.gov PO Box 47015 Larry Covey Olympia,WA 98504 P.O. Box 45848 sepacenter@dnr.wa.gov Olympia,WA 98504 larry.covey@dshs.wa.gov WA State Department of Transportation WA State Department Transportation South WA State Department Transportation, Paul Gonseth Central Region Planning Office Aviation Division 2809 Rudkin Road SCplanning@wsdot.wa.gov AviationLandUse@wsdot.wa.gov Union Gap, WA 98903 gonsetp@wsdot.wa.gov West Valley School District WA State Governor's Office of Indian Affairs WA State Parks& Recreation Commission Dr. Peter Finch PO Box 40909 Jessica Logan 8902 Zier Road Olympia,WA 98504 P.O. Box 42650 Yakima,WA 98908 Olympia,WA 98504 finchp@wvsd208.org sepa@parks.wa.gov Yakama Bureau of Indian Affairs Rocco Clark Yakama Bureau of Indian Affairs Yakima Valley Trolleys P.O. Box 632 Liliana Rojas Paul Edmondson Toppenish,WA 98948 P.O. Box 632 313 North 3rd Street Rocco.clark@bia.gov Toppenish,WA 98948 Yakima,WA 98901 Liliana.rojas@bia.gov West Valley School District Yakama Bureau of Indian Affairs Joe Connolly P.O. Box 632 Yakama Indian Nation, Yakima Tribal 8902 Zier Road Toppenish,WA 98948 Council Yakima,WA 98908-9299 Ruth Jim connollyw@wvsd208.org P.O. Box 151 Toppenish,WA 98948 Yakama Nation Environmental Management Yakama Indian Nation, Cultural Resources Yakima County Building Department Program Program Elizabeth Sanchey Johnson Meninick Marivel Garcia P.O. Box 151 P.O. Box 151 128 North 2nd Street,4th Floor Toppenish,WA 98948 Toppenish,WA 98948 Yakima,WA 98901 esanchey@yakama.com marivel.garcia@co.yakima.wa.us Yakima County Commissioners Yakama-Klickitat Fisheries Project Yakima County Health District Commissioners.web@co.yakima.wa.us John Marvin 1210 AhtanumRidge Dr Ste#200 760 Pence Road Yakima,WA 98909 Union Gap,WA 98903 marj@yakamafish-nsn.gov yhd@co.yakima.wa.us jmarvin@yakama.com Yakima County Health District Yakima County Planning Division Ryan Ibach Yakima County Public Services Jason Earles 1210 Ahtanum Ridge Dr Ste#200 Lisa Freund 128 North 2nd Street,4th Floor Union Gap,WA 98903 128 North 2nd Street,4th Floor Yakima,WA 98901 ryan.ibach@co.yakima.wa.us Yakima,WA 98901 Jason.Earles@co.yakima.wa.us Iisa.freund@co.yakima.wa.us Yakima County Water Resources Division Yakima County Planning Division Yakima Waste Systems Troy Havens Tommy Carroll ark Lanter 128 North 2nd Street,4th Floor 128 North 2nd Street,4th Floor Mark Box nter Yakima,WA 98901 Yakima,WA 98901 P2830 Yakima,WA 98907 Troy.Havens@co.yakima.wa.us Thomas.Carroll@co.yakima.wa.us DOC. mark.lanter@wasteconnections.com INDEX 622 Yakima-Tieton Irrigation District Sandra Hull Yakima Greenway Foundation Yakima County Water Resources Division 470 Camp 4 Rd Kellie Connaughton Nellie Soptich Yakima,WA 98908 111 South 18th Street 128 North 2nd Street,4th Floor Yakima,WA 98901 Yakima,WA 98901 kellie@yakimagreenway.org Nellie.Soptich@co.yakima.wa.us Yakima Regional Clean Air Agency Yakima School District Yakima Valley Museum Hasan Tahat Jay Baucom r Arnold 186 Iron Horse Ct#101 104 North 4th Ave Peter Tieton Drive Yakima,WA 98901 Yakima,WA 98902 hasan@yrcaa.org baucom.jay@yakimaschools.org Yakima,WA 98902 lizr@yvmuseum.org Yakima School District Trevor Greene 104 North 4th Ave Yakima,WA 98902 greene.trevor@ysd7.org SEPA REVIEIWNG AGENCIES _UPDATED 07/08/2025 Type of Notice: [1,r.. G (-t- C File Number: (.10I. )D4 *c ))p- [30y.?J'c,5? 0- i 0 Date of fvleifirmx O f)C'1 j 5 t DCC. INDEX F . 623 18133434403 ------J 18120321401 18133343420 CITY OF YAKIM6--- CLARK FAMILY TRUST D A ARTHUR INC 129 N 2ND,ST- 4001 W AHTANUM PO BOX 1622 YAKI A-,-VVA 98901 YAKIMA,WA 98903 YAKIMA,WA 98907 18120413430 1812041349 18120413432 DRT HOMES LLC DRT H S LLC HAYDEN HOMES LLC 305 LONE DOVE LN 30 NE DOVE LN 2464 SW GLACIER PL YAKIMA,WA 98903 AKIMA,WA 98903 REDMOND, OR 97756 18120413433 18120413481 18120413482 - HAYDEN HO LLC HAYDEN HQM 5 LLC HAYDEN HOM C 2464 S DER PL 2464 S ACIER PL 2464 S CIER PL R OND, OR 97756 OND, OR 97756 U.D OND, OR 97756 18120413483 18120413484 18120413485 HAYDEN HOME -LC HAYDEN H LLC HAYDEN HOMES - 2464 SW IER PL 2464 LACIER PL 2464 SW IAA R PL R ND, OR 97756 OND, OR 97756 M ND, OR 97756 18120413486 18120321404 18120324402 HAYDEN S LLC HOUK YAKIMA LLC J &P FLUAITT PROPERTIES LLC 246 GLACIER PL 2215 E BROOKLYN AVE 2451 S 38TH AVE DMOND, OR 97756 SPOKANE,WA 99217 YAKIMA,WA 98908 F 18120413423 18120413427 18120413428 J.M. PERRY INSTITUTE OF TRADES AND J.M. PERRY I UTE OF TRADES AND J.M. PERRY INSTITUTE RADES AND AGRICULTURE AGRICU E AGRICULTURE 2011 W WASHINGTON AVE 201 ASHINGTON AVE 2011 W GTON AVE YAKIMA,WA 98903 NA,WA 98903 YAIjMM ,WA 98903 18120413491 18120413494 18120424016 J.M. PERRY INSTITUTE OF TRADES AND J.M. PERRY INSTITU TRADES AND LITTLEFIELD LIVING TRUST AGRICULT AGRICULTUR 2405 S 52ND AVE 2011 ASHINGTON AVE 2011 W HINGTON AVE YAKIMA,WA 98903 I MA,WA 98903 Y A,WA 98903 18120413424 18120413425 18120413426 _-- LJ'S CONSTRUCTION II LLC LJ'S CONSTR_U IV II LLC LJ'S CONSTR II LLC PO BOX 11530 PO BO 0 PO B 30 YAKIMA,WA 98909 Y A, ' 3WA 98909 MA,WA 98909 18120413487 18120413488 18120413492 LJ'S CONSTRUCTION,II`CLC LJ'S CONSTRUCTFCJN II LLC LJ'S CONST ON II LLC PO BOX 11530,'_.. PO BOX-1630 PO BO 530 YAKIM WA 98909 YAKid1A,WA 98909 Y A,WA 98909 ✓- 18120413493 18120414409 18124k03 LJ'S CONST ION II LLC PRICKLY R AR -MOLDING LLC PRICKLY PEAR HOLDING LLC PO BO 530 255 -B RTON RD 2550 BORTON RD Y A,WA 98909 --YAKIMA,WA 98903 DOC. YAKIMA,WA 98903 INDEX L .' ____ 624 18120322005 18120322007 18120322008 - PRICKLY P HOLDINGS LLC PRICKLY PEAR INGS LLC PRICKLY PEA CD-INGS LLC 2550 B ON RD 2550 BO RD 2550 B RD YA A,WA 98903 YA ,WA 98903 Y A,WA 98903 18120411002 18120412001 18133433401 PRICKLY PEAR DINGS LLC PRICKLY PEAR HOL LC PRICK P R HOLDINGS LLC 2550 BORT RD 2550 BORTON 25TON RD YAKI__________ma A 98903 YAKIM3,-W 98903 YAKIMA,WA 98903 18133344008 18120413435 - 18120413436 PRICKLY R HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY HOLDINGS LLC 2550 TON RD 2550 BGRTON RD 255 RTON RD YA 1MA,WA 98903 YAKIMA,WA 98903 KlMA,WA 98903 18120413437 18120413438 18120413439 PRICKLY PEAR DINGS LLC PRICKLY PEAR DINGS LLC PRICKLY PE DINGS LLC 2550 BORTN D 2550 BORT RD 2550 B N RD YAKIMP�,-A 98903 YAKI , A 98903 A,WA 98903 --! 18120413441 - - 1812041344t18120413440.- - ` 18120413442 PRICKL { AR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY P OLDINGS LLC 255 RTON RD 2550 BORTON RD 2550 TON RD IMA,WA 98903 YAKIMA,WA 98903 IMA,WA 98903 18120322005 18120322007 1812032200 PRICKLY PEAR C DINGS LLC PRICKLY PE OLDINGS LLC PRICK AR HOLDINGS LLC 2550 BORT RD 2550 BQRTbN RD 25 ORTON RD YAKIM A 98903 KI A,WA 98903 AKIMA,WA 98903 18120411002 - " 18120412001 18120413429 PRICKLY PE R"HOLDINGS LLC PRICKLY PEAR HO S LLC PRIC AR HOLDINGS LLC 2550 BO N RD 2550 SORT❑ Z BORTON RD YAKI ,WA 98903 YAKIMAr A 98903 YAKIMA,WA 98903 18120413434 18120413435 18120413436 _- - PRICKLY PE OLDINGS LLC PRICKLY PE WINGS LLC PRICKL _PE HOLDINGS LLC 2550 BO N RD 2550 B N RD 2550•5-ORTON RD YAK WA 98903 YA A,WA 98903 •YAKIMA,WA 98903 18120413437 18120413438 18120413439 PRICKLY PEA LDINGS LLC PRICKLY PEA OLDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 BO RD 2550 BpR`T�ON RD 2550 BORT_ON-PD YAKI WA 98903 KI A,WA 98903 YAKIMA-, WA 98903 18120413440 18120413441 -- 18120413442 R PRICKLY PEA LDINGS LLC PRICKLY PEAR INGS LLC PRICKLY PEAR HOLDINGS"LLC 2550 BORTO RD 2550 BORT D 2550 BORTO YAKiM. A 98903 YAKI , A 98903 UOC, YAKI , A 98903 INDEX 625 • 18120413443 18120413444 18120413445 PRICKLY PEARJLDINGS LLC PRICKLY PEA INGS LLC PRICKLY PEAR GS LLC 2550 BORT�N4-RD 2550 BO RD 2550 BOR D YAI< ,UA 98903 YAK ,WA 98903 YAKI , A 98903 18120413446 18120413447 18120413448 PRICKLY PEAR GS LLC PRICKLY PEAR HO S LLC PRICKLY HOLDINGS LLC 2550 BORT 2550 BO 255 RTON RD YAKI , A 98903 Y ,WA 98903 Y IMA,WA 98903 18120413449 . J 18120413450 18120413451- PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR INGS LLC PRIMPEAR HOLDINGS LLC 2550 BORTON RD 2550 BO RD 2.55t BORTON RD YAKIMA,WA 98903 YAK ,WA 98903 `YAKIMA,WA 98903 18120413452 18120413467 18120413468 PRICKLY PE OLDINGS LLC PRICKLY PEA5.HO1D1NGS LLC PRICKLY P OLDINGS LLC 2550 BO N RD 2550 BO CEN RD 2550 ON RD YA ,WA 98903 YA}SIM .WA 98903 IMA,WA 98903 18120413469 18120413470 18120413471 PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HQ.L--Dfl S LLC PRICKLY HOLDINGS LLC 2550 BORT N"FiD 2550 BORTON RD 25 RTON RD YAKIM , A 98903 YAKIMA;`VJA 98903 - AKIMA,WA 98903 18120413472 18120413473 18120413474 -- -- PRICKLY P AR HOLDINGS LLC PRICKLY PAR HOLDINGS LLC PRICKLY HOLDINGS LLC 2550 BORtON RD 2550 BDRTON RD 255 RTON RD Y�IA,WA 98903 wok 1A,WA 98903 IMA,WA 98903 18120413475 18120413476 18120413477 PRICKLY PE OLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLYPEAR HOLDINGS LLC 2550 BO N RD 2550 BORTON RD 255t�1-BQRTON RD YAK ,WA 98903 YAKIMA, WA 98903 -.YAKIMA,WA 98903 1812041347 - 18120413479 18120413480 _- PRICK AR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKL i HOLDINGS LLC 25 ORTON RD 2550 BOTON RD O'BOR 1 ON RD KIMA,WA 98903 YAK[MA;WA 98903 AKIMA,WA 98903 18120413497 18120424015 18133344008 �- PRICKLY P R'HOLDINGS LLC PRICKLY PE OLDINGS LLC PRICKLY PEAR C3I=DlNGS LLC 2550 BO TON RD 2550 BO N RD 2550 B RD YAKI WA 98903 YA ,WA 98903 Y.A A,WA 98903 18133433401 18133433402 18133433403 PRICKLY PEAR LDINGS LLC SOZO SPORTS OF CENTRAL SOZO SPORTS OF CENTRAL 2550 BORT RD WASHINGTON WASHINGTON YAKIMA A 98903 PO BOX 10786 DO . PO BOX 8181 YAKIMA,WA 98909 YAKIMA,WA 98908 INDEX it_ r _--' 626 18133434401 18133443401 18120413431 SOZO SPORT CENTRAL SOZO S TS OF CENTRAL SUMMIT CREST CONSTRUCTION LLC WASHIN WA NGTON 4702 SUMMITVIEW AVE STE 100 PO B 8181 BOX 8181 YAKIMA,WA 98908 Y MA,WA 98908 YAKIMA,WA 98908 1812041 0 18120413403 18120323435 SUM CREST CONSTRUCTION LLC SUN MEADOWS TP YAKIMA LLC WILLIAM JAY ROMER LIVING TRUST 4 SUMMITVIEW AVE STE 100 222 S 1ST ST 3901 W LARCH AVE • AKIMA,WA 98908 YAKIMA,WA 98901 YAKIMA,WA 98903 18120414401 18120413495 18133343415 ALFRED E&JUDY WINKEL BRAD&ALICE MITCHELL BRIAN &KARI JENNINGS 4407 W LARCH AVE 270 LONE DOVE LN 5204 WALLA WALLA ST YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120421007 18120414410 18133344429 BRYNN&DEREK SIDES CHAD D&JENNIFER M NULL DANIEL C III &JOY L HAUGHTON 2305 S 52ND AVE 4503 AHTANUM RD 2017 S 52ND AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323406 18120414404 18120414009 DARYL ADAM&DEBBRA BULLARD DONALD D WORTMAN DONNA SARGEANT 3902 W LARCH AVE 4405 W LARCH AVE 4305 LOWER AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133344424 18120414418 18133344426 ERIC C&PAULA FULLER FELIPE A& MARTHA P MORENO FILEMON GUZMAN&FLOR DE MARIA 5180 LYONS LP 4325 AHTANUM RD VELAZQUEZ YAKIMA,WA 98903 YAKIMA,WA 98903 2211 S 52ND AVE YAKIMA,WA 98903 18120421004 18120323407 18120414400 GEORGE RAY&TANA L COLLINS GUY ANDERSON III HOWARD&JEANIE ALEXANDER 2401 S 52ND AVE 3904 W LARCH AVE 4507 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323451 18133344427 18120413422 IVAN RAMIREZ JAMES M& ROSE M CHURCHLEY JAMES R&SUSAN T COWDEN 2314 S 38TH AVE 5184 LYONS LOOP 209 S 93RD AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98908 18120421014 18133344425 18120414417 JASON BRIGHT JESSE&DIANE L JIMENEZ JOSE GARCIA&MARIA ROBLEDO 2309 S 52ND AVE 5176 LYONS LOOP 4381 AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323408 18120413003 18133344418 JOSE L LOPEZCOSME JOSE LUIS JR FARIAS JOSEPH G&JACKIE M PAYNE PO BOX 2077 507 N 7TH ST 5159 LYONS LOOP YAKIMA,WA 98907 YAKIMA,WA 98901 YAKIMA,WA 98903 627 18133343422 18120414415 18133344430 JOSH&JENNIFER LOGSDON JUAN RICARDO BADILLO JR JUVENTINO D&MARIA GUADALUPE 2206 S 52ND AVE 2803 S 1ST AVE CARDENAS YAKIMA,WA 98903 UNION GAP,WA 98903 PO BOX 697 MOXEE,WA 98936 18133344428 18120421400 18120323434 KENNETH THOMS LESLI FARNSWORTH LINDA J ONUSTACK 5168 LYONS LOOP 2301 S 52ND AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323402 18120414004 18120414021 LINDA J&LORRAINE D KELLY MARYLEE ELLIOTT MICHAEL D GOWAN ONUSTACK 4306 W LARCH AVE 4300 W LARCH AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133343410 18120414402 18120414403 NORMAN E&JEANNE M RICHARDSON NUESLLE&SHEILA PAULEY PATRICK&DENISE SUNDBERG 2210 S 52ND AVE 4401 W LARCH AVE 4203 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323410 18120413014 18120421012 RANDY REIFENSTAHL RANDY&MARYELLEN E MAY RICHARD&CHERYL WENTZ PO BOX 8059 4601 AHTANUM RD 2307 S 52ND AVE YAKIMA,WA 98908 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323400 18120413004 18120323447 RICHARD L. MILDFELT RICHARD STEVEN ISAAC ROBERT FRANK JR&VENNESSA 4103 W LARCH AVE 4605 AHTANUM RD BUSCH YAKIMA,WA 98903 Yakima,WA 98903 2406 S 38TH AVE YAKIMA,WA 98903 18120414405 18120414014 18120414411 ROGER HOVLAND SCOTT&KATHY LEMKE SCOTT R&CATHY K LEMKE PO BOX 775 4321 AHTANUM RD 260 ROWBERRY WAY YAKIMA,WA 98901 YAKIMA,WA 98903 TOPPENISH,WA 98948 18120424419 18133343413 18120323427 SHANNON LEA NOWLIN STEVEN CHARLES&BETH E HART STEVEN LOREN FREEMAN 2507 S 52ND AVE 5215 WALLA WALLA ST 4105 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120414408 18120323401 18120414406 SUSAN STREBY TAMMY L ARAGON TATIANA KEPLER 4305 W LARCH AVE 2802 HOLIDAY DR 4306 W LARCH AVE YAKIMA,WA 98903 LAKE HAVASU,AZ 86403 YAKIMA,WA 98903 18120414407 18120323409 18133344005 TATIANA KEP TINA LOVE TORRIE J&MICHAEL W MELTON 4306 W CH AVE 18273 S NANCY JEAN WAY 2209 S 52ND AVE YAKI ,WA 98903 OREGON CITY, OR 97045 �, YAKIMA,WA 98903 HOC. INDEX ___Ef . 628 18120322006 18120414002 152 TROY DUKES VERNA M CONTARDI Total Parcels-Prickly Pear Holdings LLC 2310 S 38TH AVE 5602 W FLYING CIRCLE ST "Plat of Champions Park Ph.2-6" YAKIMA,WA 98903 TUSCON,AZ 85713 N6t1t.r2, o c fIC a.v T` c>(A-3c-ID U o- c l-ILA[ENGINEERING&SURVEYING • BRUCE BADER ? Cx7�� JOSEPH CALHOUN 2580 BORTON RD > 2803 RIVER RD YAIKI,MA. WA 98903 C CO `YS- YAKIMA, WA 98902 ®t xv- DO , INDEX In-House Distribution E-mail List Revised 04/16/2025 Name Division E-mail Address Robert Hodgman Air Terminal robert.hodamanQvakimawa.goV Glenn Denman Code Administration Glenn.Denman@yakimawa.gov Linda Kuntz Code Administration linda.kunt7zyakimawa.gov John Zabell Code Administration Johniabell@,yakimawa.gov Pedro Contreras Code Administration Pedro.Contreras rr,yakimawa,gov ^Suzanne DeBusschere Code Administration Suzanne.Debusschere rt,yakimawa.iov Lisa Maxey Community Development Lisa.Maxev( vakimawa.gov Kirsten McPherson Engineering Kirsten.McPherson(ThyakImawa.gov — Aaron Markham Fire Aaron.markharri@vakimawa.gov Jeremy Rodriguez Fire Jeremy.Rodrieuez@vakimawa.gov_ Sara Watkins Legal Sara.Watkins@vakimawa.gov. Trevor Martin Planning trevor.martin@vakimawa.gov ~ Eva Rivera Planning Eva.rivera rt,yakimawa.Rov Shawn Boyle Police Shawn.bovle@vakimawa.gov Scott Schafer Public Works Scott.Schafer(cyakimawa.goy Leovardo Cruz Refuse Leovardo.Cruz(c vakimawa.aov Randy Layman Refuse Randy.Lavrnan©yakimawa.gov Gregory Story Transit Gregory.Storv@yakimawa.gov Anabel Chavez Utilities anabel.chavez@vakimawa.gov Dana Kallevig Wastewater Dana.Kallevigttyakimawa.gov Randy Meloy Wastewater Randv.Melov@vakimawa.gov Mike Shane Water/Irrigation Mike.Shane(7ayakimawa.gov Chris Redick Water/Irrigation Chris.redick@,yakimawa.gov Chris Kohler GIS Chris.kohler( yakimawa.gov Outside Distribution Name Address Notified? (Subdivision notices ONL1) 500 N Keys Rd,Yakima, WA 98901 Xr Yes D No Pacific Power Attn:Estimating Department 111 University Parkway,Suite 200 ❑ Yes No (Projects Adjacent to BNSF Right of Way ONL1) Yakima,WA 98901 (509)453-9166 Central Washington Railroad Tim Marshall,General Manager,tmarshall@cbrr.com ❑ E-mail Kim Yeager,Real Estate Manager,kyeager cr ihdlic.com (Shoreline notices ONLY) ❑ Email Department of Ecology crosepa rt ecy.wa g�av Additional Parties of Record or Interested Parties Notified Name Address E-mail Nat g lu-k‘:_-,e, �k' (in h ea- -WA-0,ivc I. COY) Type of Notice: N O 6_p* 1/2 y j /y } y �,,,�` File Number(s):TiI}i6Dt 7c1 Ni- c�U1`}fit C Lip 0 i-2 S 1 Jt�i'Ckcoo.24,10i`�i,,0os Date of�i : 09 i 19 r .�j-7 INDEX CJ 630 CD LI .,, ,-,0_ i..t.,ii..,i___,,,,.i i 14.1 i...- --7.I 1 , c.) ''' t ii co rc+. j 1 i — 0 - n luf ircMmwi �. I Lu R _ 7 it U: - !•a _ 0r x O g,. If f i 0 t-t: 7, , i i A in .fflo 1 n ri110ag mi..... 3 S m1.S 1M /l/�ll/l/ll/4 /A ade 40111 waz N W r 3rt-t - r.SC s.•r1..= � 9 Y Y 1 CC rrr\rr lrrrr 4 1 +.. t .: a �a1i is i 8¢F l i - X ` 14 o ,..I it ,. J 11 L -- -- I — RI' - _ s ` as - _T« 1.,,,.__ -_` - off- LL C a C_ -.• _S�I v_ --1 O _ O i _ Ii 1�-I- -I- I ¢ i _ U .I 1 F F U - 1, a o 1 1 I— 1 Ftr'. I ZO IA V H LLLCC� I 1 (9 p �a�aa o� b 1 ' _ '` ' ' F Iu ii{-—1- 4' 0 1 _.. II 1 _I_ 1 1 7-'7.= i k . iii, _i._ Ill. r . I t• i_ i'#' -I- '0, -I I 1� 1 - I II I 1 ' , f L � !I1 - }__JI ____I11 L 1 , -�� I1 r IRt,�_ - ...I 14. l - --4-- - 4 1 1 �i ' k E_±-, r -1 I -r -• i Iw tl 1 1 If I 1 1 I } Z _ -, '1' ! _ Rz_—I —_ 1 I 1 j I r 1 1 . ' f —1" i ,1 L; ----` L I''` I I — .-.-.--- .--r..•.-.•. - 1. _ ,1 1 i,_ 1 q,l, _,____ ,,,,i 2 _g-r.i.i. c , .,:--, , I I I I I I I L I i _ "Ali44- IH i - ', I N_ k 1 —--4— 14..N , J ---? 11 CL 1 I r,'. Q-. r itli +-• i -_— _—_ — a — E 1. ! iiii ri ` Z i tli Le L'I a"1 • - Q p,,,..el, 5, ,, y. g 631 Project Name: PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" Site Address: S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE File Number(s): PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Proposal: Master planned development: The Champions Park Mixed Use Development spans 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots(60 single-family,4 common-wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 multifamily units, 36 common-wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, QSR, hotel (110 rooms), and greenspace. A balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. ó VICINITY MAP ,- 1. �� , �� _.:L.19:__r__ 1 rid;{% 1 j 12 . .::1 4 SITE SITE t ' " —1— SITE SITE ,4- SITESITE 1 s `11 _Iifilt� LL IS ITE 111 I p 1ILIl: _ I 1. s i .----i - Map Disclaimer: Information shown on this map is for planning and illustration purposes only.The City of Yakima assumes no liability for any errors,omissions,or inaccuracies in the information provided or for any N-.. �==� action taken,or action not taken by the user in reliance upon any maps or information provided herein. Date Created:2/26/2025 DC., q PA * V-- 632 Rivera, Eva From: Rivera, Eva Sent: Thursday,July 17, 2025 12:07 PM To: Ibarra, Rosalinda Subject: RE: Mailing for City Council Hearing - Plat of Champions Park Ph. 2-6 - PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Rosalinda, I forgot to add Bruce Bader, this is his email bruce.bader@bortonfruit.com. From: Rivera, Eva Sent:Thursday,July 17, 2025 9:35 AM To: Ibarra, Rosalinda <Rosalinda.lbarra@yakimawa.gov> Subject: Mailing for City Council Hearing- Plat of Champions Park Ph. 2-6- PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 Hello Rosalinda—on the 15th of July City Council set August 19 as the public hearing date for"Plat of Champions Park Ph. 2-6". Please provide the City Council public hearing notice to the attached e-mail distribution lists: • In-house Distribution ■ SEPA Reviewing Agencies ■ Local Media List Please also email the notice to the following parties of record/interested parties/project representatives: Email jcalhoun@hlacivil.com mheit@hlacivil.com nellie.soptich@co.yakima.wa.us f Eva Rivera Planning Technician Phone: 509-575-6261 eva.rivera@yakimawa.gov This email is a public record of the City of Yakima and is subject to public disclosure unless exempt under the Washington Public Records Act. This email is subject to the State Retention Schedule. 0C. INDEX 633 AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA RE: PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE I, Eva Rivera, as an employee of the City of Yakima Planning Division, have dispatched through the United States Mails, a Notice of Hearing Examiner's Recommendation; a true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant, parties of record, and all property owners of record within a radius of 300 feet of subject property; that said property owners are individually listed on the mailing list retained by the Planning Division; and that said notices were mailed by me on this 14th day of July,2025. That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. Eva Rivera Planning Technician DOC, INDEX 634 18133434403 18120321401 18133343420 CITY OF Y A CLARK FAMILY TRUST D A ARTHUR INC 129 N ST 4001 W AHTANUM PO BOX 1622 Y A,WA 98901 YAKIMA,WA 98903 YAKIMA,WA 98907 18120413430 18120413490 18120413432 DRT HOMES LLC DRT HOMES LL HAYDEN HOMES LLC 305 LONE DOVE LN 305 LONE E LN 2464 SW GLACIER PL YAKIMA,WA 98903 YAK ,WA 98903 REDMOND, OR 97756 18120413433 18120413481 18120413482 HAYDEN HCI "LLC HAYDEN HO LLC HAYDEN HO C 2464 SW-GLACIER PL 2464 S CIER PL 2464 S CIER PL REDMOND, f fv ND, OR 97756 R OND, OR 97756 R OND, OR 97756 18120413483 �� 18120413484 18120413485 HAYDEN HO 'E8'1Lt HAYDEN HOMES C HAYDEN HO C 2464 GLACIER PL 2464 SW G R PL 2464 CIER PL MOND, OR 97756 REDM , OR 97756 MOND, OR 97756 18120413486 18120321404 18120324402 HAYDEN HOM HOUK YAKIMA LLC J&P FLUAITT PROPERTIES LLC 2464 S CIER PL 2215 E BROOKLYN AVE 2451 S 38TH AVE R ND, OR 97756 SPOKANE,WA 99217 YAKIMA,WA 98908 18120413423 18120413427 18120413428 J.M. PERRY INSTITUTE OF TRADES AND J.M. PERRY INSTITUTE O SIDES AND J.M. PERRY INSTITUTE 0 DES AND AGRICULTURE AGRICULTURE AGRICULTURE 2011 W WASHINGTON AVE 2011 W WAS ON AVE 2011 INGTON AVE YAKIMA,WA 98903 YAKIM 98903 Y A, WA 98903 18120413491 18120413494 18120424016 J.M. PERRY INST ]TE OF TRADES AND J.M. PERRY INS E OF TRADES AND LITTLEFIELD LIVING TRUST AGRICULT AGRICUL 2405 S 52ND AVE 2011 ASHINGTON AVE 2011 ASHINGTON AVE YAKIMA,WA 98903 Y MA,WA 98903 Y IMA,WA 98903 • 18120413424 18120413425 18120413426 LJ'S CONSTRUCTION II LLC LJ'S CONSTR-T16N II LLC LJ'S CONSTRU II LLC PO BOX 11530 PO BOX J I630 PO BOX 0 YAKIMA,WA 98909 7AA,WA 98909 Y A,WA 98909 18120413487 18120413488 18120413492 LJ'S CONSTRUCT( LC LJ'S CON CTION II LLC LJ'S CONSTRUCTI fC PO BOX 11 PO B 11530 PO BOX 115 YAKI , A 98909 Y IMA,WA 98909 YAKI , A 98909 18120413493 18120414409 181209 LJ'S CON UCTION II LLC PRICKLY HOLDING LLC PRICKLY PEAR HOLDING LLC PO B 11530 25 RTON RD 2550 BORTON RD IMA,WA 98909 AKIMA,WA 98903 DOC. 1'AKIMA, WA 9f3903 INDEX # 635 18120322005 18120322007 18120322008 PRICKLY PEA DINGS LLC PRICKLY P LDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 BO RD 255 TON RD 2550 BORTON D YA ,WA 98903 IMA,WA 98903 YAkSIM ,WA 98903 18120411002 _---f 18120412001 1813343 PRICKLY PE DINGS LLC PRICKLY P LDINGS LLC PRI PEAR HOLDINGS LLC 2550 8 RTON RD 2550 ON RD 50 BORTON RD YA A,WA 98903 _YAK A,WA 98903 YAKIMA,WA 98903 18133344008 18120413435 18120413436 PRICKLY PEAR H L-IDI GS LLC PRICKLY PEAR INGS LLC PRICKLY PEAF3-HO ICD NGS LLC 2550 BORTO 2550 BORT D 2550 BORTON RD YAKIM s Ar 98903 YAKIM , A 98903 YAKIMA,WA 98903 18120413437 18120413438 — 18120413439 PRICKLY PEAR eOCD]NGS LLC PRICKLY PEAR__HOLDINGS LLC PRICKLY PEAR-HOLDINGS LLC 255005,TaT RD 2550 BORT-ON RD YAKI BOREM<WA89 98903 2550 YAKJMA 98903 YAK B WIMA,WA 9 903 �F 18120413440 ,-.--- 18120413441 -r . 1812041344 PRICKLY PEAR'HOLDINGS LLC PRICKLY PE_AR-H-OIDINGS LLC PRIG EAR HOLDINGS LLC 2550 B RTON RD 2550 BORTON RD BORTON RD Y A,WA 98903 YAKIMA WA 98903 YAKIMA,WA 98903 18120322005 18120322007 18120322008 PRICKLY PEA DINGS LLC PRICKLY PEAR H GS LLC PRICKLY P OLDINGS LLC 2550 BO RD 2550 BORT D 255 TON RD YAK ,WA 98903 YAKIM , A 98903 Y KIMA,WA 98903 18120411002 18120412001 18120413429 PRICKLY PEAR-HOLDINGS LLC PRICKLY HOLDINGS LLC PRICKLY PE DINGS LLC 2550 BO N RD 255 RTON RD 2550 N RD YAKI ,WA 98903 KIMA,WA 98903 A,WA 98903 18120413434 18120413435 _ 18120413436 PRICKLY P HOLDINGS LLC PRICKLY PEAR WINGS LLC PRICKLY PEA INGS LLC 2550 B ON RD 2550 BO RD 2550 B RD YA A,WA 98903 YAKIMA,WA 98903 Y A,WA 98903 18120413437 18120413438 18120413439 PRICKLY P . HOLDINGS LLC PRICKLY PEAR INGS LLC PRICKLY PEAR H S LLC 2550 B RTON RD 2550 BOR D 2550 BOR D YAKIMA,WA 98903 YA ,WA 98903 YA ,WA 98903 18120413440 -- 18120413441 18120413442 PRICKLY PE RHOLDINGS LLC PRICKLY PEAR NGS LLC PRICKLY PEAR INGS LLC 2550 BORTON RD 2550 BORT D 2550 BOR D Y /WA, WA 98903 YAKI , A 98903 YAKI , A 98903 INDEX 636 !� 18120413443 18120413444 18120413445 � � PRICKLY PEAR HOLDINGS LLC PRICKLY PEA GOINGS LLC PRICKLY PEAROLDINGS LLC 2550 BORTON RD 2550 BO -ON RD 2550 BO aRD YAKIMA, WA 98903 YA ,WA 98903 YA ,WA 98903 18120413446 1812041344 18120413 PRICKLY PEAR.HOLDINGS LLC PRICKLY HOLDINGS LLC PRIG EAR HOLDINGS LLC 2550 BORTON RD 255 RTON RD 25 ORTON RD YAKIMA,WA 98903 - KIMA,WA 98903 KIMA,WA 98903 18120413449 18120413450 18120413451 - - PRICKLY PEAR HOt bINGS LLC PRICKLY PEAR INGS LLC PRICKLY P . R"HOLDINGS LLC 2550 BORTON RD 2550 BORT D 2550 ON RD YAKIMA:WA 98903 YAKI , A 98903 Y`A A,WA 98903 r' 18120413452 18120413467 18120413468 PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEA DINGS LLC 2550 BN RD 2550 BOR NI-RD 2550 BO N RD YA�K1 A,WA 98903 YAKI ,WA 98903 YA A,WA 98903 18120413469 �' 18120413470 18120413471 PRICKLY PEAR aDINGS LLC PRICKLY PEAR DINGS LLC PRICKLY PEA OLDINGS LLC 2550 BORT RD 2550 BOR RD 2550 BO TON RD YAKIM A 98903 YAKI , A 98903 YAKI AM ,WA 98903 `18120413472 _-'�' 18120413473 � 18120413474 PRICKLY FEAR HOLDINGS LLC PRICKLY PEA 6LDINGS LLC PRICKLY PEA DINGS LLC 2550 B PITON RD 2550 BO RD 2550 B N RD Y A,WA 98903 YA ,WA 98903 Y A,WA 98903 18120413475 . ` 18120413476 � 18120413477 PRICKLY PEAR.HOLDINGS LLC PRICKLY PEAR H ED1NGS LLC PRICKLY PE OLDINGS LLC 2550 BORTONI°RD 2550 BORT D 2550 B ON RD YAly';WA 98903 YAKI , A 98903 Y A,WA 98903 18120413478 F-.. 18120413479 18120413480 PRICKLY PEAR`HOLDINGS LLC PRICKLY PEAR.HOLDINGS LLC PRICKLY Pam+ QLDINGS LLC 2550 BO--TON RD 2550 BORTON RD 2550 fORTON RD YAKIMA,WA 98903 YAKIMA,WA 98903 yAKIMA,WA 98903 18120413497 18120424015 �` 18133344008 .HO PRICKLY PEAR HOLDINGS LLC PRICKLY PEA LDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 BORTON RD 2550 BORTO RD 2550 BORTON RD YAKIMA, WA 98903 YP$IMA,WA 98903 YAKIMA,WA 98903 18133433401 18133433402 18133433403 PRICKLY PEAR HOLl71 NGS LLC SOZO SPORTS ENTRAL SOZO SPORTS OF CENTRAL 2550 BORTON RD WASHING WASHINGTON YAKIMA,WA 98903 PO BO 0786 PO BOX 8181 YA A, WA 98909 DOC YAKIMA,WA 98908 �w� INDEX # - 637 18133434401 18133443401 18120413431 SOZO SPORT CENTRAL SOZO SPORTS ENTRAL SUMMIT CREST CONSTRUCTION LLC WASHIN WASHING 4702 SUMMITVIEW AVE STE 100 PO B 8181 PO 8181 YAKIMA,WA 98908 Y !MA,WA 98908 IMA,WA 98908 1812041 18120413403 18120323435 SUM CREST CONSTRUCTION LLC SUN MEADOWS TP YAKIMA LLC WILLIAM JAY ROMER LIVING TRUST 47 SUMMITVIEW AVE STE 100 222 S 1ST ST 3901 W LARCH AVE YAKIMA, WA 98908 YAKIMA,WA 98901 YAKIMA,WA 98903 18120414401 18120413495 18133343415 ALFRED E&JUDY WINKEL BRAD&ALICE MITCHELL BRIAN&KARI JENNINGS 4407 W LARCH AVE 270 LONE DOVE LN 5204 WALLA WALLA ST YAKIMA, WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120421007 18120414410 18133344429 BRYNN&DEREK SIDES CHAD D&JENNIFER M NULL DANIEL C III &JOY L HAUGHTON 2305 S 52ND AVE 4503 AHTANUM RD 2017 S 52ND AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323406 18120414404 18120414009 DARYL ADAM & DEBBRA BULLARD DONALD D WORTMAN DONNA SARGEANT 3902 W LARCH AVE 4405 W LARCH AVE 4305 LOWER AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133344424 18120414418 18133344426 ERIC C& PAULA FULLER FELIPE A&MARTHA P MORENO FILEMON GUZMAN &FLOR DE MARIA 5180 LYONS LP 4325 AHTANUM RD VELAZQUEZ YAKIMA,WA 98903 YAKIMA,WA 98903 2211 S 52ND AVE YAKIMA,WA 98903 18120421004 18120323407 18120414400 GEORGE RAY&TANA L COLLINS GUY ANDERSON III HOWARD&JEANIE ALEXANDER 2401 S 52ND AVE 3904 W LARCH AVE 4507 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323451 18133344427 18120413422 IVAN RAMIREZ JAMES M&ROSE M CHURCHLEY JAMES R&SUSAN T COWDEN 2314 S 38TH AVE 5184 LYONS LOOP 209 S 93RD AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98908 18120421014 18133344425 18120414417 JASON BRIGHT JESSE&DIANE L JIMENEZ JOSE GARCIA&MARIA ROBLEDO 2309 S 52ND AVE 5176 LYONS LOOP 4381 AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323408 18120413003 18133344418 JOSE L LOPEZCOSME JOSE LUIS JR FARIAS JOSEPH G&JACKIE M PAYNE PO BOX 2077 507 N 7TH ST 5159 LYONS LOOP YAKIMA,WA 98907 YAKIMA,WA 98901 DOC. YAKIMA,WA 98903 INDEX #-- 638 18133343422 18120414415 18133344430 JOSH &JENNIFER LOGSDON JUAN RICARDO BADILLO JR JUVENTINO D& MARIA GUADALUPE 2206 S 52ND AVE 2803 S 1ST AVE CARDENAS YAKIMA,WA 98903 UNION GAP,WA 98903 PO BOX 697 MOXEE,WA 98936 18133344428 18120421400 18120323434 KENNETH THOMS LESLI FARNSWORTH LINDA J ONUSTACK 5168 LYONS LOOP 2301 S 52ND AVE 3903 W LARCH AVE YAKIMA, WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323402 18120414004 18120414021 LINDA J & LORRAINE D KELLY MARYLEE ELLIOTT MICHAEL D GOWAN ONUSTACK 4306 W LARCH AVE 4300 W LARCH AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133343410 18120414402 18120414403 NORMAN E&JEANNE M RICHARDSON NUESLLE&SHEILA PAULEY PATRICK&DENISE SUNDBERG 2210 S 52ND AVE 4401 W LARCH AVE 4203 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA, WA 98902 18120323410 18120413014 18120421012 RANDY REIFENSTAHL RANDY&MARYELLEN E MAY RICHARD&CHERYL WENTZ PO BOX 8059 4601 AHTANUM RD 2307 S 52ND AVE YAKIMA, WA 98908 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323400 18120413004 18120323447 RICHARD L. MILDFELT RICHARD STEVEN ISAAC ROBERT FRANK JR&VENNESSA 4103 W LARCH AVE 4605 AHTANUM RD BUSCH YAKIMA, WA 98903 Yakima,WA 98903 2406 S 38TH AVE YAKIMA,WA 98903 18120414405 18120414014 18120414411 ROGER HOVLAND SCOTT&KATHY LEMKE SCOTT R&CATHY K LEMKE PO BOX 775 4321 AHTANUM RD 260 ROWBERRY WAY YAKIMA,WA 98901 YAKIMA,WA 98903 TOPPENISH,WA 98948 18120424419 18133343413 18120323427 SHANNON LEA NOWLIN STEVEN CHARLES&BETH E HART STEVEN LOREN FREEMAN 2507 S 52ND AVE 5215 WALLA WALLA ST 4105 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120414408 18120323401 18120414406 SUSAN STREBY TAMMY L ARAGON TATIANA KEPLER 4305 W LARCH AVE 2802 HOLIDAY DR 4306 W LARCH AVE YAKIMA,WA 98903 LAKE HAVASU,AZ 86403 YAKIMA,WA 98903 18120414407 18120323409 18133344005 TATIANA KE R TINA LOVE TORRIE J& MICHAEL W MELTON 4306 W CH AVE 18273 S NANCY JEAN WAY 2209 S 52ND AVE YA ,WA 98903 OREGON CITY, OR 97045 YAKIMA,WA 98903 w INDEX tr 639 18120322006 18120414002 152 TROY DUKES VERNA M CONTARDI Total Parcels-Prickly Pear Holdings LLC 2310 S 38TH AVE 5602 W FLYING CIRCLE ST "Plat of Champions Park Ph. 2-6" YAKIMA,WA 98903 TUSCON,AZ 85713 `Ndm® LIO Akct i�- HLA ENGINEERING& SURVEYING- BFRUCE SADER y..rVr U) I I -I IS JOSEPH CA_U-OLJN 2580 SORTON RD. ,y 2803 RIVEfR YAKIMA, WA 98903 6 1k/�° ' 5 YAKIMA,WA 98002 '� alaii. 15./ -14-°Q 1- Qp-A DOCK INDEX # _ L 640 In-House Distribution E-mail List Revised 04/16/2025 Name Division E-mail Address L Robert Hodgman Air Terminal robert.hodgman[r}.yakimawa.goV Glenn Denman Code Administration Glenn.Denman@vakimawa.gov vakimawa.gov Linda Kuntz Code Administration linda.kuntzu?yakimawa.gov John Zabell Code Administration John.ZabeIl@yakimawa.go_v Pedro Contreras Code Administration Pedro.Contreras(ct�vakimawa.gov Suzanne DeBusschere Code Administration Suzannenebusschere@yakimawa.gov Lisa Maxey Community Development Lisa.Maxey(2lvakimawa.gov Kirsten McPherson Engineering Kirsten.McPherson@yakimawa.gov Aaron Markham Fire Aaron.markham@yakimawa.gov Jeremy Rodriguez Fire Jeremy.Rodriguez(c,yakimawa.gov Sara Watkins Legal Sara.Watkins@vakimawa.gov. Trevor Martin Planning trevormartin@vakimawa.gov Eva Rivera Planning Eva.rivera@yakimawa.ttov Shawn Boyle Police Shawn.bovleci, yakimawagov Scott Schafer Public Works Scott.Schaferfir vakirnawa.gov Leovardo Cruz Refuse Leovardo.Cruzcvakimawa.gov Randy Layman Refuse Randy.Lavmant yakimawa.gov Gregory Story Transit Gregory.StorvCc ivakimawa.gov Anabel Chavez Utilities anabel.chavez@vakimawa.gov Dana Kallevig Wastewater Dana.KallevigCvakimawa.uav Randy Meloy Wastewater Randy.Meloy(r,vakimawa.gov Mike Shane Water/Irrigation Mike.Shane@yakimawa_gov Chris Redick Water/Irrigation Chris.redick( yakimawa.gov Chris Kohler GIS Chris.kohlert@yakimawa.gov Outside Distribution Name Address Notified? (Subdivision notices ONLY) 500 N Keys Rd,Yakima,WA 98901 Yes ID No Pacific Power Attn: Estimating Department . 1} 111 University Parkway, Suite 200 ❑ Yes J� No (Projects Adjacent to IINSF Right of Way ONLY) Yakima,WA 98901 (509)453-9166 Central Washington Railroad Tim Marshall,General Manager,tmarshail@cbrr.com ❑ E-mail Kim Yeager,Real Estate Manager,kyeagera.ihdllc.com (Shoreline notices ONLY) Department of Ecology crosepa(r ecv.wa.gov ❑ E-mail Additional Parties of Record or Interested Parties Notified Name Address E-mail LU\e, \:t,'t- pahu4.--i-ViAtcAl&I_ Cc l Type of Notice: Ry 1m c Li �� File Number(s): f.I-t0V. i ' GCA- )� -- , 9 iS Date of Mailing: 01 I i F : OLc COl'aS adCB INDEX # Y-lb _ 641 Rivera, Eva From: Rivera, Eva Sent: Monday, July 14, 2025 9:50 AM To: Nellie Soptich - Yakima County Water Resources Subject: FW: NTC OF HE REC - PRICKLY PEAR HOLDINGS LLC - PLAT OF CHAMPIONS PARK PH. 2-6 - PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Attachments: NTC OF HE REC_PD#001-25.pdf From: Rivera, Eva Sent: Monday,July 14, 2025 9:29 AM To: 'Joseph Calhoun'<jcalhoun@hlacivil.com>; 'bruce.bader@bortonfruit.com'<bruce.bader@bortonfruit.com>; Bonds Jr., Randy<randy.bonds@yakimawa.gov>; Boyle, Shawn<Shawn.Boyle@yakimawa.gov>; Bradburn,Trace <Trace.Bradburn@yakimawa.gov>; Chavez, Anabel<Anabel.Chavez@YAKIMAWA.GOV>; Contreras, Pedro <Pedro.Contreras@YAKIMAWA.GOV>; Cruz, Leovardo<Leovardo.Cruz@YAKIMAWA.GOV>; DeBusschere,Suzanne <suzanne.debusschere@yakimawa.gov>; Denman, Glenn <Glenn.Denman@yakimawa.gov>; Hodgman, Robert <Robert.Hodgman@yakimawa.gov>; Kallevig, Dana <Dana.Kallevig@yakimawa.gov>; Kohler, Chris <Chris.Kohler@yakimawa.gov>; Kuntz, Linda <Linda.Kuntz@yakimawa.gov>; Layman, Randy <Randy.Layman@yakimawa.gov>; Markham,Aaron<aaron.markham@yakimawa.gov>; Martin,Trevor <Trevor.Martin@yakimawa.gov>; Maxey, Lisa <Lisa.Maxey@YAKIMAWA.GOV>; McPherson, Kirsten <Kirsten.McPherson@yakimawa.gov>; Meloy, Randy<Randy.Meloy@yakimawa.gov>; Redick, Chad <Chad.Redick@yakimawa.gov>; Rivera, Eva <Eva.Rivera@yakimawa.gov>; Schafer, Scott <Scott.Schafer@yakimawa.gov>; Shane, Mike<Mike.Shane@yakimawa.gov>; Story, Gregory <Gregory.Story@yakimawa.gov>; Watkins, Sara <Sara.Watkins@YAKIMAWA.GOV>; Zabel!,John <John.Zabell@yakimawa.gov> Cc: Crowell, Eric<Eric.Crowell@YAKIMAWA.GOV> Subject: NTC OF HE REC- PRICKLY PEAR HOLDINGS LLC- PLAT OF CHAMPIONS PARK PH. 2-6- PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Good morning, Attached is a Notice of the Hearing Examiner's Recommendation regarding the above-entitled project. If you have any questions about this proposal, please contact the assigned planner, Eric Crowell at cric.cr(Al ell@yakinattaa.got'. Thank you! tom'_ ,f-•, � Eva Rivera Planning Technician Phone:509-575-6261 ,r • evarivera@yakiniawa.gov .. -: DOC INDEX # 642 Rivera, Eva From: Rivera, Eva Sent: Monday, July 14, 2025 10:08 AM To: Mike Heit Subject: FW: NTC OF HE REC - PRICKLY PEAR HOLDINGS LLC - PLAT OF CHAMPIONS PARK PH. 2-6 - PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Attachments: NTC OF HE REC_PD#001-25.pdf From: Rivera, Eva Sent: Monday,July 14,2025 9:29 AM To: 'Joseph Calhoun'<jcalhoun@hlacivil.com>; 'bruce.bader@bortonfruit.com' <bruce.bader@bortonfruit.com>; Bonds Jr., Randy<randy.bonds@yakimawa.gov>; Boyle, Shawn<Shawn.Boyle@yakimawa.gov>; Bradburn,Trace <Trace.Bradburn@yakimawa.gov>; Chavez, Anabel<Anabel.Chavez@YAKIMAWA.GOV>; Contreras, Pedro <Pedro.Contreras@YAKIMAWA.GOV>; Cruz, Leovardo<Leovardo.Cruz@YAKIMAWA.GOV>; DeBusschere,Suzanne <suzanne.debusschere@yakimawa.gov>; Denman, Glenn<Glenn.Denman@yakimawa.gov>; Hodgman, Robert <Robert.Hodgman@yakimawa.gov>; Kallevig, Dana <Dana.Kallevig@yakimawa.gov>; Kohler, Chris <Chris.Kohler@yakimawa.gov>; Kuntz, Linda<Linda.Kuntz@yakimawa.gov>; Layman, Randy <Randy.Layman@yakimawa.gov>; Markham,Aaron <aaron.markham@yakimawa.gov>; Martin,Trevor <Trevor.Martin@yakimawa.gov>; Maxey, Lisa <Lisa.Maxey@YAKIMAWA.GOV>; McPherson, Kirsten <Kirsten.McPherson@yakimawa.gov>; Meloy, Randy<Randy.Meloy@yakimawa.gov>; Redick, Chad <Chad.Redick@yakimawa.gov>; Rivera, Eva <Eva.Rivera@yakimawa.gov>;Schafer,Scott <Scott.Schafer@yakimawa.gov>; Shane, Mike<Mike.Shane@yakimawa.gov>;Story, Gregory <Gregory.Story@yakimawa.gov>; Watkins, Sara <Sara.Watkins@YAKIMAWA.GOV>; Zabell,John <John.Zabell@yakimawa.gov> Cc: Crowell, Eric<Eric.Crowell@YAKIMAWA.GOV> Subject: NTC OF HE REC- PRICKLY PEAR HOLDINGS LLC- PLAT OF CHAMPIONS PARK PH. 2-6- PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Good morning, Attached is a Notice of the Hearing Examiner's Recommendation regarding the above-entitled project. If you have any questions about this proposal, please contact the assigned planner, Eric Crowell at eric.crowell@yalcimawa.gov. Thank you! ,i, . . , ice,. Eva Rivera -- f Planning Technician Phone: 509-575-6261 4 eva.rivera@yakirnawa.gov INDEX 1 643 r._� ..,,,, n e�,hk COMMUNITY DEVELOPMENT DEPARTMENT fit ,�a Bill Preston,P.E.,Director ' ,� • 3 Trevor Martin,MCP,Manager ' '. Planning Division (., 4 ..., M� 129 North Second Street,2nd Floor Yakima, Washington 98901 h''�r�¢�":Rei4.i1 ,a- Phone(509) 575-6183 • Fax(509) 575-6105 • Email: ask.planning@yakimawa.gov tilts\\t\r+ �s� NOTIFICATION OF HEARING EXAMINER'S RECOMMENDATION TO THE YAKIMA CITY COUNCIL DATE: July 14, 2025 TO: Applicant, Adjoining Property Owners and Parties of Record SUBJECT: Notice of the Hearing Examiner's Recommendation FILE #(S): PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001- 25 APPLICANT: HLA Engineering & Surveying, Inc. on behalf of Prickly Pear Holdings LLC PROJECT LOCATION: Vicinity of Sorenson Rd. between S.38th Ave. & S. 52nd Ave. On July 10, 2025, the City of Yakima Hearing Examiner issued their recommendation for PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, and CAO#001-25, the Plat of Champions Park Phases 2 —6 is a mixed-use master planned development in the SR, R-2, and R- 3 zoning districts spanning 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, 2 QSRs, hotel (110 rooms), and green space.. This application was reviewed during an open record public hearing held on June 26, 2025. Enclosed is a copy of the Hearing Examiner's Recommendation. The recommendation will be considered by the Yakima City Council at a public hearing, which will be scheduled at a later date. The City Clerk's Office will notify you of the date, time, and location of the hearing. If you have any questions or need further assistance, please contact the assigned planner, Eric Crowell, Senior Planner, at(509) 576-6736, or e-mail to eric.crowellq- yakImawa.gov. , Eva Rivera Planning Technician Date of Mailing: July 14,2025 Enclosures: Hearing Examiner's Recommendation Yakima ��°�;�� *imam INDEX 2015 1994 644 141 .rUef IGN-IN SHEET iti,..-1l City of Yakima Hearing Examiner .i—ii 6 l':,.,--, ',, Open Public Hearing at City Hall Council Chambers ''+ r , y FPr+ �4 .Y ��t Irti �4 ��, ,� � ' Thursday, June 26, 2025 Ry �. �t i ''C1RA PA) '1� [1R ATVP a '^�r �11 Beginning at 9:00 a.m. Public Hearings CASE FILE # . PROJECT NAME SITE ADDRESS PD#001-25, DEV#001-25, Vicinity of Sorenson Rd. PRICKLY PEAR HOLDINGS LLC "PLAT A. PLP#001-25, OF CHAMPIONS PARK PHASES 2-6" between S. 38th Ave. & S. SEPA#002-25, — 52nd Ave 1 CAO#001-25 PLEASE WRITE LEGIBLY Agenda - ZIP Item of NAME MAILING ADDRESS or E-MAIL CODE Interest „ ,.\c.)5 47 t, (14 0,),--, 3c,140.3, e qt., : ,.,,,/ I CO A,1, - DOC. Page 1 ®EX _L---- 06/26/2025 HE Hearing 645 s,, f COMMUNITY DEVELOPMENT DEPARTMENT i,..• .4.-. Bill Preston,P.E., Director (7--- <7,;:-V.:,`,;,, * Trevor Martin,AICP,Manager rJ• ,:•aj Planning Division .'N ' • / 129 North Second Street,2nd Floor Yakima, Washington 98901 N,ti.,p,,,- , .�$� " Phone (509)575-6183 • Fax (509)575-6105 • Email: ask.planning@yakimawa.gov CITY OF YAKIMA HEARING EXAMINER AGENDA Thursday, June 26, 2025 Yakima City Hall Council Chambers— 129 N 2" Street,Yakima, WA Beginning at 9:00 a.m. I. CALL TO ORDER II. INTRODUCTION III. PUBLIC HEARINGS A. PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" 02/20/2025 PD#001-25 PLANNER:Connor Kennedy DEV#001-25 PLP#001-25 ADDRESS:S 38th Ave/52"Ave/Ahtanum/Sorenson Rd/W Larch Ave SEPA#002-25 CAO#001-25 REQUEST:Master planned development: The Champions Park Mixed Use Development spans 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family,4 common- wall). Phase 3: 8.65 acres with 42 lots(1 single-family,25 multifamily units, 36 common- wall,and 1 floodplain lot).Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant,QSR,hotel (110 rooms), and greenspace. A balanced mix of residential, commercial, and recreational spaces in the R-1 zoning district. IV. ADJOURNMENT DOC. INDEX Yakima The staff recommendation report on the listed project(s)is available online at: www.buildinQYakima.cam fi lle 2015 1994 646 Hearing Examiner AGENDA ONLY Yakima Valley C.O.G. KIT-KATS Radio Distribution List 06/18/2025 311 N.4th Street#204 4010 Summitview, Suite 200 Add Interested—Parties of Record Yakima,WA 98901 Yakima,WA 98908 All YPAC Yakima Assoc. of Realtors randv.beehle!vakimawa.gov Gov.Affairs Committee KIMA TV mike.brown c�r7.vakimawa.gov 2707 River Road 2801 Terrace Heights Drive bonnie.lozanoyakimawa.Qov Yakima,WA 98901 Yakima,WA 98902-1165 john.fannin a@yakimawa.gov Police Chief—Shawn Boyle KCYU-FOX 68 Shawn.boylenvakimawa.gov KNDO TV David Okowski 1205 West Lincoln Ave. 216 West Yakima Avenue Fire Chief—Aaron Markham Yakima,WA 98902 Aaron.markharn vakimawa.gov Yakima,WA 98902 Rosalinda Ibarra Pacific Power Yakima Herald-Republic City Clerk Mike Paulson P.O. Box 9668 rosalinda.ibarra c[uvakimwa.gov 500 N. Keys Rd. Yakima,WA 98909 Yakima,WA 98901 Office of Rural FWH Vicki Baker Patrick D. Spurgin Vicki vicki.bakera.vakimawa.gov Marty Miller PO Box 1768 callv.orice@vakimawa.gov 1400 Summitview#203 Yakima,WA 98907 Yakima,WA 98902 Radio KDNA Yakima School Dist.#7 Gary Cuillier Superintendent 314 N. 2"d Street P.O. Box 800 104 North 4th Street Granger,WA 98932 Yakima,WA 98902 Yakima,WA 98901 KAPP TV Business Times Attn: Newsroom Maud Scott Bruce Smith 601 N Edison St P.O. Box 2052 309 Union Street Kennewick,WA 99336-1968 Yakima,WA 98907 Yakima,WA 98901 Reed C. Pell 31 Chicago Avenue#4 Amber Johnson Yakima,WA 98902 croseoacoordinatort ecv.wa.gov DOC INDEX 647 Hearing Examiner Packet AGENDA, STAFF REPORT, SITE PLAN AND Sara Watkins Bill Preston MAPS...Updated 06/18/2025 City Legal Department Community Development/ INCLUDE APPLICANT&PROPERTY Sara.watkinsAyakimawa.gov Bil.oreston(c vakimawa.pav OWNER(S) Dana Kallevig Trevor Martin Yakima County Planning Manager Danaief Engineer Planning Manager Thomas Carroll Chia.kalleviq{ayaCimawa.gov trevor.marlin[a,yakimawa.go_v k Thomas.Carrol Yakimawa.bov Lisa Maxey Yakima County Commissioners Community Development Commissioners.web(a7co.vakima.wa.us Eva Rivera Lisa.maxev( vakimawa.aov Planning Technician Eva.rivera A va k i m awaM ov Yakima County Public Services HLA ENGINEERING&SURVEYING- Binder Copy/For the Record/File Lisa Freund JOSEPH CALHOUN LisaFreund@co.vakima.wa.us 2803 River Rd Yakima, WA 98902 jcalhoun( hlacivitcam PRICKLY PEAR HOLDINGS LLC 2550 Borton Rd Yakima, WA 98903 Bruce.bader@bortonfmitcom iNDEX • 648 AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA RE: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE I, Eva Rivera, as an employee of the City of Yakima Planning Division, have dispatched through the United States Mails, a Notice of Public Hearing & Determination of Non-Significance (DNS), true and correct copies of which are enclosed herewith; that said notices were addressed to the applicant, SEPA Reviewing Agencies,all parties of record,and all property owners of record within a radius of 300 feet of subject property; that said property owners are individually listed on the mailing list retained by the Planning Division, and that said notices were mailed by me on this 5th day of Tune, 2025. That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. Eva Rivera Planning Technician DOG' INDEX 649 18133434403 18120321401 18133343420 $I• CITY OF Y M� CLARK FAMILY TRUST D A ARTHUR INC 129 N ST 4001 W AHTANUM PO BOX 1622 Y A, WA 98901 YAKIMA,WA 98903 YAKIMA,WA 98907 18120413430 18120413490 �r 18120413432 DRT HOMES LLC DRT HOM 'LLC HAYDEN HOMES LLC 305 LONE DOVE LN 305 9NE DOVE LN 2464 SW GLACIER PL YAKIMA,WA 98903 IMA,WA 98903 REDMOND, OR 97756 18120413433 18120413481 18120413482 HAYDEN HOJMES"L.LC HAYDEN HOMES LLC HAYDEN HO 2464_SW'GLACIER PL 2464 GLACIER PL 2464 CIER PL REDMOND, OR 97756 MOND, OR 97756 OND, OR 97756 18120413483 18120413484 18120413485 MM�HAYDEN NOS-MC HAYDEN HOME -tr HAYDEN HOMES-LL-C 2464 S LACIER PL 2464 S CIER PL 2464 SW GU IER PL OND, OR 97756 T iOND,OR 97756 y REI MOND, OR 97756 18120413486 18120321404 18120324402 HAYDEN HOMESLife' HOUK YAKIMA LLC J&P FLUAITT PROPERTIES LLC 2464 SW aLACTER PL 2215 E BROOKLYN AVE 2451 S 38TH AVE REDMOND, OR 97756 SPOKANE,WA 99217 YAKIMA,WA 98908 18120413423 18120413427 18120413428 J.M. PERRY INSTITUTE OF TRADES AND J.M. PERRY INST OF TRADES AND J.M. PERRY INSTITUTE OF TRADES AND AGRICULTURE AGRICULTURE AGRICULTURE 2011 W WASHINGTON AVE 2011 W WASHINGTON AVE 2011 W WASHINGTON AVE YAKIMA,WA 98903 YAKIMA, WA 98903 YAKIMA,WA 98903 18120413491 18120413494 18120424016 J.M. PERRY INST OF TRADES AND J.M. PERRY INSTITUTE OF TRADES AND LITTLEFIELD LIVING TRUST AGRICULT AGRICULTURE 2405 S 52ND AVE 2011 ASHINGTON AVE 2011 W WASI-1INGTON AVE YAKIMA,WA 98903 3 MA,WA 98903 YAKIMA, WA 98903 18120413424 18120413425 -- 18120413426 LJ'S CONSTRUCTION II LLC LJ'S CONS RU TION II LLC LJ'S CONSTRUCTION II LLC PO BOX 11530 PO 11530 PO BOX 11530- " YAKIMA,WA 98909 YAKIMA, WA 98909 YAKIMA,WA 98909 18120413487 18120413488 --• 18120413492 LJ'S CONS ION II LLC LJ'S CONSTRUC-TION II LLC LJ'S CONSTRUCTION II LLC PO,13 11530 PO Bq -11'530 PO BOX 11530 YAKIMA,WA 98909 YAKIMA,WA 98909 YAKIMA, WA 98909 18120413493 --- 18120414409 � 18120414409 LJ'S CONSTRUCTION II LLC PRICKLY PAR HOLDING LLC PRICKLY PEAR HOLDING LLC. PO BQX-11-530 2550 F30RTON RD 2550 BORTON RD YAKIMA,WA 98909 I K1MA, WA 98903 Doc. YAKIMA.WA 498903 / INDEX 18120322005 -' 18120322007 18120322008 PRICKLY PE R1--1OLDINGS LLC PRICKLY PEAR-HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 B ON RD 2550 BORTON RD 2550 BORTON RD YA A, WA 98903 YA .WA 98903 YAiK1 MA,WA 98903 18120411002 18120412001 18133433401 - PRICKLY PEAR DINGS LLC PRICKLY PE U'CDINGS LLC PRICKLY PEAR UINGS LLC 2550 BOR RD 2550 ON RD 2550 B0133.0ttnD YAKI , A 98903 A,WA 98903 Y3.K-IM-AT WA 98903 18133344008 18120413435 18120413436 PRICKLY P OLDINGS LLC PRICKLY PEA DINGS LLC PRICKLY PEAR HS1l=0TNGS LLC 2550 B P Oi�"�N RD 2550 BO RD 2550 BO D Y A,WA 98903 YA ,WA 98903 Y A,WA 98903 18120413437 -- 18120413438 18120413439 -- PRICKLY PE R"-HOLDINGS LLC PRICKLY PE LDINGS LLC PRIC �OLDINGS LLC 2550 B ON RD 2550 B4ORT N RD 0 BORTON RD Y A, WA 98903 _yAIf11 1A,WA 98903 YAKIMA,WA 98903 18120413440 18120413441 18120413442 PRICKLY PE OLDINGS LLC PRICKLY PEAR HOL S LLC PRIC AR HOLDINGS LLC 2550 B ON RD 2550 BORTON 0 BORTON RD Y A,WA 98903 YAKIMA 8903 YAKIMA,WA 98903 18120322005 18120322007 LL 18120322008 PRICKLY PEAR HOLD RIGS LLC PRICKLY PEAR NGS C PRICKLY PEA_13__HOLersta LLC 2550 BORTON RD- 2550 BO RD 2550 BORTON RD YAKIMA, 03 Y A,WA 98903 ",.YA IMA,WA 98903 18120411002 18120412001 18120413429 PRICKLY PEAR H GS LLC PRICKLY PEAR HOLD S LLC PRICKLY PEAR HOLDING LLC 2550 BORTO 2550 BORTON 2550 BO TSN1 D YAKIM 98903 YAKIMA 8903 A,WA 98903 18120413434 18120413435 --f 18120413436 PRICKLY PEAR H�LDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HO 1U4eS"LLC -R 2550 BORTO D 2550 BORTO 2550 BO N-Ro YAKIM A 98903 YAKIMA. A 98903 YAK 1 MA,WA 98903 18120413437 18120413438 18120413439 PRICKLY PEAR HO NGS LLC PRICKLY PEAIJHOEDINGS LLC PRICKLY PEAR HO LIC 2550 BORTO 2550 BO T.O 11 RD 2550 B D YAKIMA 98903 YA ,WA 98903 MA,WA 98903 18120413440 18120413441 18120413442 PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLPINGS11C 2550 BORTON RD 2550 BORTON ry 2550 BORTO ARD' YAKIMA,WA 98903 YAKIMA 8903 DOC. YAKIM ,-TA 98903 INDEX i 651 18120413443 18120413444 18120413445 PRICKL AR HOLDINGS LLC PRICKLY PEAT, .HOLDINGS LLC PRICKLY P LDINGS LLC 255 pe ORTON RD 2550 BORTON RD 2550 ON RD KIMA,WA 98903 YAK,iMA.WA 98903 IMA,WA 98903 18120413446 18120413447 18120413448 PRICKLY PEA DINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PE OLDINGS LLC 2550 N RD 2550 BOf ersrRD 2550 B N RD RWA 98903 YAK4M7C,WA 98903 YA A,WA 98903 18120413449 18120413450 18120413451 PRICKLY PEAR HOLDIN LC PRICKLY PEAR.--IQLDINGS LLC PRICKLY PEAR HOLDINGS-LLC 2550 BORTON R 2550 BORT-ON RD 2550 BORT N-RD YAKIMA 903 Y ,KII�IA,WA 98903 YAK A WA 98903 18120413452 18120413467 18120413468 PRICKLY PEAR H GS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PE LDINGS LLC 2550 BORT 2550 BORTON RD 2550 ON RD YAK , A 98903 YAKIMA,WA 98903 IMA,WA 98903 18120413469 18120413470 18120413471 PRICKLY PEAR FIOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAA OLDINGS LLC 2550 BORTON RD 2550 TON RD 2550 BQRTO'ITRD YAKIMA,WA 98903 __YAKIMA,MA,WA 98903 YAKIMA,WA 98903 18120413472 18120413473 18120413474 PRICKLY PEAFMOLDINGS LLC PRICKLY P OLDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 BOR3ON RD 2550 B9 ON RD 2550 BORTON RD YAKIMKWA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 { 18120413475 18120413476 18120413477 PRICKLY P OLDINGS LLC PRICKLY PEAR HO GS LLC PRICKLY PEA @(DINGS LLC 2550 B N RD 2550 BORTO 2550 B RD YA A, WA 98903 YAKIM 98903 _,YAK A,WA 98903 18120413478 18120413479 18120413480 PRICKLY P OLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC 2550 B ,W N RD 2550 BORTQN-•RD 2550 BORTON RD YAKI AWA 98903 YAKIMA-WA 98903 YAKIMA:WA 98903 18120413497 � 18120424015 18133344008 PRICKLY PEAdtb1NGS LLC PRICKLY PEA .MOLDINGS LLC PRICKLY PE INGS LLC 2550 BOR5G RD 2550 BORTON RD 2550 ON RD YAKIMA:WA 98903 YAKIMA,WA 98903 ?-1 YAKIMA,WA 98903 18133433401 i` 18133433402 ' 18133433403 PRICKLY PEARHOL5INGS LLC SOZO SPORTS 0 CENTRAL SOZO SPORTS OF CENTRAL 2550 BORT 'RD WASHINGTON WASHINGTON YAKIM A 98903 PO BOX 10786 _,,- PO BOX 8181 _YAKIMA,W&981309 DOC. YAKIMA,WA 98908 _- --- INDEX # \ ` I,4 �....... 652 18133434401 18133443401 18120413431 SOZO SPO F CENTRAL SOZO SPO•TS OF CENTRAL SUMMIT CREST CONSTRUCTION LLC WASHI ON WASHINZ TON 4702 SUMMITVIEW AVE STE 100 PO X 8181 PO BOX 8181 YAKIMA,WA 98908 ,Y K(MA,WA 98908 '.YAKIMA,WA 98908 18120413489 18120413403 18120323435 SUMMIT CREST CONSTRUCTION LLC SUN MEADOWS TP YAKIMA LLC WILLIAM JAY ROMER LIVING TRUST 4702 SUMMITVIEW AVE STE 100 222 S 1ST ST 3901 W LARCH AVE YAKIMA,WA 98908 YAKIMA,WA 98901 YAKIMA,WA 98903 18120414401 18120413495 18133343415 ALFRED E&JUDY WINKEL BRAD&ALICE MITCHELL BRIAN&KARI JENNINGS 4407 W LARCH AVE 270 LONE DOVE LN 5204 WALLA WALLA ST YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120421007 18120414410 18133344429 BRYNN & DEREK SIDES CHAD D&JENNIFER M NULL DANIEL C III &JOY L HAUGHTON 2305 S 52ND AVE 4503 AHTANUM RD 2017 S 52ND AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323406 18120414404 18120414009 DARYL ADAM &DEBBRA BULLARD DONALD D WORTMAN DONNA SARGEANT 3902 W LARCH AVE 4405 W LARCH AVE 4305 LOWER AHTANUM RD YAKIMA,WA 98903 YAKIMA, WA 98903 YAKIMA,WA 98903 18133344424 18120414418 18133344426 ERIC C& PAULA FULLER FELIPE A&MARTHA P MORENO FILEMON GUZMAN &FLOR DE MARIA 5180 LYONS LP 4325 AHTANUM RD VELAZQUEZ YAKIMA,WA 98903 YAKIMA,WA 98903 2211 S 52ND AVE YAKIMA,WA 98903 18120421004 18120323407 18120414400 GEORGE RAY&TANA L COLLINS GUY ANDERSON III HOWARD&JEANIE ALEXANDER 2401 S 52ND AVE 3904 W LARCH AVE 4507 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323451 18133344427 18120413422 IVAN RAMIREZ JAMES M& ROSE M CHURCHLEY JAMES R&SUSAN T COWDEN 2314 S 38TH AVE 5184 LYONS LOOP 209 S 93RD AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98908 18120421014 18133344425 18120414417 JASON BRIGHT JESSE& DIANE L JIMENEZ JOSE GARCIA&MARIA ROBLEDO 2309 S 52ND AVE 5176 LYONS LOOP 4381 AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323408 18120413003 18133344418 JOSE L LOPEZCOSME JOSE LUIS JR FARIAS JOSEPH G&JACKIE M PAYNE PO BOX 2077 507 N 7TH ST 5159 LYONS LOOP YAKIMA,WA 98907 YAKIMA,WA 98901 DOC. YAKIMA,WA 98903 INDEX # 14('� 653 18133343422 18120414415 18133344430 JOSH&JENNIFER LOGSDON JUAN RICARDO BADILLO JR JUVENTINO D& MARIA GUADALUPE 2206 S 52ND AVE 2803 S 1ST AVE CARDENAS YAKIMA,WA 98903 UNION GAP,WA 98903 PO BOX 697 MOXEE,WA 98936 18133344428 18120421400 18120323434 KENNETH THOMS LESLI FARNSWORTH LINDA J ONUSTACK 5168 LYONS LOOP 2301 S 52ND AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323402 18120414004 18120414021 LINDA J&LORRAINE D KELLY MARYLEE ELLIOTT MICHAEL D GOWAN ONUSTACK 4306 W LARCH AVE 4300 W LARCH AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133343410 18120414402 18120414403 NORMAN E&JEANNE M RICHARDSON NUESLLE&SHEILA PAULEY PATRICK& DENISE SUNDBERG 2210 S 52ND AVE 4401 W LARCH AVE 4203 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323410 18120413014 18120421012 RANDY REIFENSTAHL RANDY&MARYELLEN E MAY RICHARD&CHERYL WENTZ PO BOX 8059 4601 AHTANUM RD 2307 S 52ND AVE YAKIMA,WA 98908 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323400 18120413004 18120323447 RICHARD L. MILDFELT RICHARD STEVEN ISAAC ROBERT FRANK JR&VENNESSA 4103 W LARCH AVE 4605 AHTANUM RD BUSCH YAKIMA,WA 98903 Yakima,WA 98903 2406 S 38TH AVE YAKIMA,WA 98903 18120414405 18120414014 18120414411 ROGER HOVLAND SCOTT&KATHY LEMKE SCOTT R&CATHY K LEMKE PO BOX 775 4321 AHTANUM RD 260 ROWBERRY WAY YAKIMA,WA 98901 YAKIMA,WA 98903 TOPPENISH,WA 98948 18120424419 18133343413 18120323427 SHANNON LEA NOWLIN STEVEN CHARLES&BETH E HART STEVEN LOREN FREEMAN 2507 S 52ND AVE 5215 WALLA WALLA ST 4105 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120414408 18120323401 18120414406 SUSAN STREBY TAMMY L ARAGON TATIANA KEPLER 4305 W LARCH AVE 2802 HOLIDAY DR 4306 W LARCH AVE YAKIMA,WA 98903 LAKE HAVASU,AZ 86403 YAKIMA,WA 98903 18120414407 18120323409 18133344005 TATIANA ER TINA LOVE TORRIE J&MICHAEL W MELTON 4306 RCH AVE 18273 S NANCY JEAN WAY 2209 S 52ND AVE YA A,WA 98903 OREGON CITY, OR 97045 YAKIMA,WA 98903 INDEX ,i , Ll .s 654 18120322006 18120414002 152 TROY DUKES VERNA M CONTARDI Total Parcels-Prickly Pear Holdings LLC 2310 S 38TH AVE 5602 W FLYING CIRCLE ST "Plat of Champions Park Ph. 2-6" YAKIMA,WA 98903 TUSCON,AZ 85713 N\--°--'6t HLA ENGINEERING& SURVEYING- BRUCE BADER 4 D J 5 JOSEPH CALHOUN 2580 DORTON RD 2803 RIVER RD YAKIMA, WA 98903 _______________ `� r �C) YAKIMA.WA 98902 'I V - W1-XI v-tC13 )-5' S Y5.1-46W4S C rO- Co(- aS ooc. oNDEX # -r"q 655 Ahtanum Irrigation District Cascade Natural Gas Century Link Beth Ann Brulotte 8113 W Grandridge Blvd 8 South 2nd Ave, Rm#304 10705-B Gilbert Road Kennewick,WA 99336 Yakima,WA 98902 Yakima,WA 98903-9203 bethb@ahtanum.net Charter Communications City of Union Gap City of Yakima-Airport 1005 North 16th Ave Jason Cavanaugh Jaime Vera Yakima,WA 98902 P.O. Box 3008 2400 West Washington Ave Union Gap,WA 98903 Yakima,WA 98903 Jason.cavanaugh@uniongapwa.gov jaime.vera@yakimawa.gov Yakima Valley Canal Co City of Yakima-Wastewater Division City of Yakima-Wastewater Division Robert Smoot Dana Kallevig Marc Cawley 1640 Garretson Lane 2220 East Viola Ave 2220 East Viola Ave Yakima,WA 98908 Yakima,WA 98901 Yakima,WA 98901 dana.kallevig@yakimawa.gov marc.cawley@yakimawa.gov Federal Aviation Administration Greater Yakima Chamber of Commerce Naches Cowiche Canal Association 2200 W.Washington Ave 10 North 9th Street PO Box 9635 Yakima,WA 98903 Yakima,WA 98901 Yakima,WA 98909 kristi@yakima.org NachesCowicheCanal@gmail.com North Yakima Conservation District Office of Rural and Farm Worker Housing Pacific Power 1606 Perry Street, Ste. C Marty Miller Mike Paulson Yakima,WA 98902 1400 Summitview Ave, Ste#203 500 North Keys Rd Yakima,WA 98902 Yakima,WA 98901 Martym@orfh.org United States Postal Service Yakima Valley Trolleys WA State Attorney General's Office David James PO Box 796 1433 Lakeside Court, Ste#102 205 W Washington Ave Yakima,WA 98907 Yakima,WA 98902 Yakima,WA 98903 info@yakimavalleytrolleys.org david.r.james@usps.gov WA State Department of Agriculture WA State Department of Archaeology& WA State Department of Commerce Kelly McLain Historic Preservation Review Team PO Box 42560 1063 S Capitol Way, Ste 106 1011 Plum St SE Olympia,WA 98504 Olympia,WA 98504-8343 Olympia,WA 98504-3172 kmclain@agr.wa.gov Sepa@dahp.wa.gov reviewteam@commerce.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Ecology Annie Szvetecz Gwen Clear Lori White P.O. Box 47703 1250 W Alder St lori.white@ecy.wa.gov Olympia,WA 98504-7703 Union Gap,WA 98903 Upload Docs to SEPA Register crosepacoordinator@ecy.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Energy Facility Rhonda Luke sepaunit@ecy.wa.gov Site Evaluation Council-EFSEC FormerOrchards@ecy.wa.gov PO Box 43172 Olympia,WA 98504-3172 efsec@utc.wa.gov WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife Janell Shah Scott Downes TeamYakima@dfw.wa.gov j.shah@dfw.wa.gov Scott.Downes@dfw.wa.gov gWWIry' t/o . INDEX .. .... __ c y�s 656 WA State Department of Fish and Wildlife, WA State Department of Health WA State Department of Health, Office of SEPA Desk Kelly Cooper Drinking Water PO Box 43200 PO Box 47820 Jamie Gardipe Olympia,WA 98504 Olympia,WA 98504 16201 E Indiana Ave, Ste#1500 R3planning@dfw.wa.gov Kelly.cooper@doh.wa.gov Spokane Valley,WA 99216 Jamie.gardipe@doh.wa.gov WA State Department of Health, Office of WA State Department of Natural WA State Department of Social&Health Drinking Water Resources, SEPA Center Services, Office of Capital Programs SEPA.reviewteam@doh.wa.gov PO Box 47015 Larry Covey Olympia,WA 98504 P.O. Box 45848 sepacenter@dnr.wa.gov Olympia,WA 98504 larry.covey@dshs.wa.gov WA State Department of Transportation WA State Department Transportation South WA State Department Transportation, Paul Gonseth Central Region Planning Office Aviation Division 2809 Rudkin Road SCplanning@wsdot.wa.gov AviationLandUse@wsdot.wa.gov Union Gap,WA 98903 gonsetp@wsdot.wa.gov West Valley School District WA State Governor's Office of Indian Affairs WA State Parks& Recreation Commission Dr. Peter Finch PO Box 40909 Jessica Logan 8902 Zier Road Olympia,WA 98504 P.O. Box 42650 Yakima,WA 98908 Olympia,WA 98504 finchp@wvsd208.org sepa@parks.wa.gov Yakama Bureau of Indian Affairs Rocco Clark Yakama Bureau of Indian Affairs Yakima Valley Trolleys P.O. Box 632 Liliana Rojas Paul Edmondson Toppenish,WA 98948 P.O. Box 632 313 North 3rd Street Rocco.clark@bia.gov Toppenish,WA 98948 Yakima,WA 98901 Liliana.rojas@bia.gov West Valley School District Yakama Bureau of Indian Affairs Joe Connolly P.O. Box 632 Yakama Indian Nation,Yakima Tribal 8902 Zier Road Toppenish,WA 98948 Council Yakima,WA 98908-9299 Ruth Jim connollyw@wvsd208.org P.O. Box 151 Toppenish,WA 98948 Yakama Nation Environmental Management Yakama Indian Nation, Cultural Resources Yakima County Building Department Program Program Elizabeth Sanchey Johnson Meninick Marivel Garcia P.O. Box 151 P.O. Box 151 128 North 2nd Street,4th Floor Toppenish,WA 98948 Toppenish,WA 98948 Yakima,WA 98901 esanchey@yakama.com marivel.garcia@co.yakima.wa.us Yakima County Commissioners Yakama-Klickitat Fisheries Project Commissioners.web@co.yakima.wa.us John Marvin Yakima County Health District 760 Pence Road 1210 Ahtanum Ridge Dr Ste#200 Yakima,WA 98909 Union Gap,WA 98903 marj@yakamafish-nsn.gov yhd@co.yakima.wa.us jmarvin@yakama.com Yakima County Health District Yakima County Planning Division Ryan Ibach Yakima County Public Services Jason Earles 1210 Ahtanum Ridge Dr Ste#200 Lisa Freund 128 North 2nd Street,4th Floor Union Gap,WA 98903 128 North 2nd Street,4th Floor Yakima,WA 98901 ryan.ibach@co.yakima.wa.us Yakima,WA 98901 Jason.Earles@co.yakima.wa.us lisa.freund@co.yakima.wa.us Yakima County Water Resources Division Yakima County Planning Division Troy Havens Tommy Carroll Yakima Waste Systems 128 North 2nd Street,4th Floor 128 North 2nd Street,4th Floor Mark Lanter Yakima,WA 98901 Yakima,WA 98901 PO Box 2830 Troy.Havens@co.yakima.wa.us Thomas.Carroll@co.yakima.wa.us DO Yakima,WA 98907 mark.lanter@wasteconnections.com INDEX ' i ! II 657 Yakima-Tieton Irrigation District Sandra Hull Yakima Greenway Foundation Yakima School District 470 Camp 4 Rd Kellie Connaughton Stacey Locke Yakima,WA 98908 111 South 18th Street 104 North 4th Ave Yakima,WA 98901 Yakima,WA 98902 kellie@yakimagreenway.org locke.stacey@ysd7.org Yakima Regional Clean Air Agency Yakima School District Yakima Valley Museum Hasan Tahat Jay Baucom r Arnold 186 Iron Horse Ct#101 104 North 4th Ave Peter Tieto Drive Yakima,WA 98901 Yakima,WA 98902 2105Yakima,WA 98902 hasan@yrcaa.org baucom.jay@yakimaschools.org lizr@yvmuseum.org Yakima School District Yakima County Water Resources Division Trevor Greene Nellie Soptich 104 North 4th Ave 128 North 2nd Street,4th Floor Yakima,WA 98902 Yakima,WA 98901 greene.trevor@ysd7.org Nellie.Soptich@co.yakima.wa.us SEPA REVIEIWNG AGENCIES _UPDATED 04/15/2025 Type of Notice: Kft"0-4 17Gl, - ' , lrLtiU File Number: 1Jkol- iVL toi'as ,l -g-Oh�2:5�50+ 0 v)-W i CAt� 604 Date of Mailing: bk)t pg i A Doc, INDEX #..., ° Lf y 658 Rivera, Eva From: NoReply@ecy.wa.gov Sent: Thursday, June 5, 2025 12:32 PM To: Ask Planning Subject: Your SEPA Record Has Been Submitted! The Department of Ecology has received a new SEPA record from Yakima City at Yakima City of with a File Number of: SEPA#002-25, PD#001-25, PLP#001-25, DEV#001-25, CAO#001-25. Your record is being reviewed by an administrator. From: Yakima City Email: ask.planning@yakimawa.gov Phone number: (509) 575-6261 DOC. 1N®qX�� ICJ # 659 In-House Distribution E-mail List Revised 04/16/2025 Name Division E-mail Address Robert Hodgman Air Terminal robert.hodgrnan ayakimawa.goV Glenn Denman Code Administration Glenn.Denman(?vakimawa.aov Linda Kuntz Code Administration lindakuntz[a),vakimawa.gov John Zabell Code Administration John.Zabell(livakimawa.gov Pedro Contreras Code Administration Pedro.Contreras@yakimawagov -Suzanne DeBusschere Code Administration Suzanne.Debusschcre@vakimawa.aov Lisa Maxey Community Development Lisa.Maxey@,vakimawa.gov Kirsten McPherson Engineering Kirsten.McPherson®yakimawa.gov Aaron Markham Fire Aaron.markham a.Y kimawa.gov Jeremy Rodriguez Fire Jeremv.Rodriguez@vakimawa.gov -Sara Watkins Legal Sara.Watkins@vakimawa.gov. Trevor Martin Planning trevor.martin@vakimawa.gov Eva Rivera Planning Eva.riverafavakimawa.gov Shawn Boyle Police Shawn.bovlc rr.vakimawa.gov Scott Schafer Public Works Scott.Schafera.yakimawa,Rov Leovardo Cruz Refuse Leovardo.Cruz@yakimawa.gov I Randy Layman Refuse Randv.Layman@yakimawa.gov vakimawa.gov Gregory Story Transit Gregorv.Story@vakimawa.gov Anabel Chavez Utilities anabel.cliavezcr vakimawa.aov Dana Kallevig Wastewater Dana.Kalleviga;vakimawa.gov Randy Meloy Wastewater Randv.Meloy@yakimawa,aov Mike Shane Water/Irrigation Mike.Shane(crlvakimawa.gov Chris Redick Water/Irrigation Chris.redick(avakimawa.gov Chris Kohler GIS Chris.kohler@vakimawa.gov vakimawa.gov Outside Distribution • Name Address Notified? (Subdivision notices ONLY) Pacific Power Attn:Estimating Department 500 N Keys Rd,Yakima,WA 98901 Yes 0 No 111 University Parkway,Suite 200 ❑ Yes ''No (Projects A44iacentto BNSF Right of Way ONLY) Yakima,WA 98901 (509)453-9166 Central Washington Railroad Tim Marshall,General Manager,tmarshalI@cbrr.com ❑ E-mail Kim Yeager,Real Estate Manager,kyeager( iihdllc.com (Shoreline notices ONLY) Department of Ecology crosenaiecvwa.gov El E-mail Additional Parties of Record or Interested Parties Notified Name Address E-mail Type of Notice: OD r \11„(fQ } LA *5 File Number(s): _ � lV eiNottC1 a6 Date of Mailing: )y 651 015 Doc. INDEX 660 Rivera, Eva From: Rivera, Eva Sent: Thursday,June 5, 2025 12:07 PM To: Rivera, Eva Subject: FW: NTC OF HEARING & DNS - PRICKLY PEAR HOLDINGS LLC - PLAT OF CHAMPIONS PARK PH. 2-6 - PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Attachments: NTC OF HEARING_DNS_PD#001-25.pdf From: Rivera, Eva Sent:Thursday,June 5, 2025 11:56 AM To: 'Joseph Calhoun'<jcalhoun@hlacivil.com>; 'bruce.bader@bortonfruit.com'<bruce.bader@bortonfruit.com>; Bonds Jr., Randy<randy.bonds@yakimawa.gov>; Boyle, Shawn <Shawn.Boyle@yakimawa.gov>; Bradburn,Trace <Trace.Bradburn@yakimawa.gov>; Chavez, Anabel <Anabel.Chavez@YAKIMAWA.GOV>; Contreras, Pedro <Pedro.Contreras@YAKIMAWA.GOV>; Cruz, Leovardo <Leovardo.Cruz@YAKIMAWA.GOV>; DeBusschere, Suzanne <suzanne.debusschere@yakimawa.gov>; Denman, Glenn <Glenn.Denman@yakimawa.gov>; Hodgman, Robert <Robert.Hodgman@yakimawa.gov>; Kallevig, Dana <Dana.Kallevig@yakimawa.gov>; Kohler, Chris <Chris.Kohler@yakimawa.gov>; Kuntz, Linda<Linda.Kuntz@yakimawa.gov>; Layman, Randy <Randy.Layman@yakimawa.gov>; Markham,Aaron <aaron.markham@yakimawa.gov>; Martin,Trevor <Trevor.Martin@yakimawa.gov>; Maxey, Lisa <Lisa.Maxey@YAKIMAWA.GOV>; McPherson, Kirsten <Kirsten.McPherson@yakimawa.gov>; Meloy, Randy<Randy.Meloy@yakimawa.gov>; Redick,Chad <Chad.Redick@yakimawa.gov>; Rivera, Eva <Eva.Rivera@yakimawa.gov>; Schafer, Scott <Scott.Schafer@yakimawa.gov>; Shane, Mike<Mike.Shane@yakimawa.gov>; Story, Gregory <Gregory.Story@yakimawa.gov>; Watkins,Sara <Sara.Watkins@YAKIMAWA.GOV>; Zabell,John <John.Zabell@yakimawa.gov>; El Sol de Yakima <gibanez@yakimaherald.com>; Fannin,John <John.Fannin@YAKIMAWA.GOV>; KAPP TV News<kappnews@kapptv.com>; KDNA Radio- Francisco Rios <frios@kdna.org>; KEPR TV News<newsroom@keprtv.com>; KIMA TV News<tips@kimatv.com>; KIT News <kitnews@townsquaremedia.com>; KIT/KATS/DMVW/KFFM - Lance Tormey<lancetormey@townsquaremedia.com>; KNDO TV News<news@kndo.com>; KNDU TV News<news@kndu.com>; KUNW-TV Univision<noticias@kunwtv.com>; KVEW TV News<kvewnews@kvewtv.com>; La Casa Hogar<info@lacasahogar.org>; La Voz <lavoznewspaper@gmail.com>; Linos, Irene<Irene.Linos@yakimawa.gov>; Lozano, Bonnie <Bonnie.Lozano@yakimawa.gov>; NWPR-Anna King<aking@wsu.edu>; RCDR- Maria DJ Rodriguez <mdjrodriguez@rcdr.biz>;Tu Decides-Albert Torres<albert@tudecidesmedia.com>; West Valley School District-Joe Connolly<connollyw@wvsd208.org>; Yakima Herald - Business<business@yakimaherald.com>;Yakima Herald Republic Newspaper<news@yakimaherald.com>;Yakima School District-Stacey Locke<locke.stacey@ysd7.org>;Yakima School District-Trevor Greene<greene.trevor@ysd7.org>;Yakima Valley Business Times<news@yvpub.com>;YPAC- Randy Beehler<rbeehler@ci.yakima.wa.us>; Ahtanum Irrigation District<aidoffice@ahtanum.net>; Cawley, Marc <Marc.Cawley@yakimawa.gov>; City of Union Gap-Jason Cavanaugh <jason.cavanaugh@uniongapwa.gov>; Greater Chamber of Commerce<kristi@yakima.org>;Jack Wells-Yakima County Water Resources <jack.wells@co.yakima.wa.us>; Konner<konner@yakimagreenway.org>; Nellie Soptich-Yakima County Water Resources<Nellie.5optich@co.yakima.wa.us>; Office Rural Farmworker Housing- Marty Miller<martym@orfh.org>; United States Postal Service- David James<david.r.james@usps.gov>;WA DFW<J.Shah@dfw.wa.gov>; WA State Dept Agriculture- Kelly McLain <kmclain@agr.wa.gov>; WA State Dept Archaeology Historic Pres-SEPA <Sepa@dahp.wa.gov>;WA State Dept Commerce- Review Team<reviewteam@commerce.wa.gov>; WA State Dept Ecology-CRO SEPA<crosepacoordinator@ecy.wa.gov>; WA State Dept Ecology- Former Orchards <FormerOrchards@ecy.wa.gov>; WA State Dept Ecology- Lori White<lori.white@ecy.wa.gov>; WA State Dept Ecology- SEPA Unit<sepaunit@ecy.wa.gov>; WA State Dept Energy Facility Site Eval<efsec@utc.wa.gov>; WA State Dept Fish and Wildlife -Scott Downes<Scott.Downes@dfw.wa.gov>; WA State Dept Fish and Wildlife-SEPA DOC. 1 INDEX . t_ ;._,661 <R3planning@dfw.wa.gov>; WA State Dept Fish and Wildlife-Team Yakima<TeamYakima@dfw.wa.gov>; WA State Dept Health-Jamie Gardipe<Jamie.gardipe@doh.wa.gov>; WA State Dept Health - Kelly Cooper <Kelly.cooper@doh.wa.gov>; WA State Dept Health -SEPA<SEPA.reviewteam@doh.wa.gov>; WA State Dept Natural Resources-SEPA Center<sepacenter@dnr.wa.gov>;WA State Dept Social Health Svcs- Larry Covey <larry.covey@dshs.wa.gov>; WA State Dept Transporation-South Central Region <SCplanning@wsdot.wa.gov>; WA State Dept Transportation - Paul Gonseth <gonsetp@wsdot.wa.gov>; WA State Parks and Recreation-SEPA <sepa@parks.wa.gov>; West Valley School District- Peter Finch <finchp@wvsd208.org>; WSDOT Aviation <aviationlanduse@wsdot.wa.gov>;Yakama Bureau of Indian Affairs- Rocco Clark<Rocco.clark@bia.gov>;Yakama Nation Environmental Mgmt Program - Elizabeth Sanchey<esanchey@yakama.com>;Yakama-Klickitat Fisheries Project- John Marvin <marj@yakamafish-nsn.gov>; Yakama-Klickitat Fisheries Project-John Marvin<jmarvin@yakama.com>; Yakima Bureau of Indian Affairs- Liliana Rojas<liliana.rojas@bia.gov>; Yakima County Building Dept- Marivel Garcia <marivel.garcia@co.yakima.wa.us>; Yakima County Commissioners<Commissioners.web@co.yakima.wa.us>; Yakima County Health District<yhd@co.yakima.wa.us>;Yakima County Health District- Ryan Ibach <ryan.ibach@co.yakima.wa.us>; Yakima County Planning Division-Jason Earles<Jason.Earles@co.yakima.wa.us>; Yakima County Planning Division -Thomas Carroll <Thomas.Carroll@co.yakima.wa.us>; Yakima County Public Services- Lisa Freund <Iisa.freund@co.yakima.wa.us>; Yakima County Water Resources Div-Troy Havens <Troy.Havens@co.yakima.wa.us>; Yakima Greenway Foundation- Kellie Connaughton <kellie@yakimagreenway.org>; Yakima Regional Clean Air Agency- Hasan Tahat<hasan@yrcaa.org>; Yakima Valley Museum <liz@yvmuseum.org>; Yakima Valley Trolleys<info@yakimavalleytrolleys.org>; Yakima Waste Systems<mark.lanter@wasteconnections.com>; Gary Cuillier<gary@cuillierlaw.com>; Pat Spurgin (pds@spurginlawoffice.com)<pds@spurginlawoffice.com> Cc:Crowell, Eric<Eric.Crowell@YAKIMAWA.GOV> Subject: NTC OF HEARING & DNS- PRICKLY PEAR HOLDINGS LLC- PLAT OF CHAMPIONS PARK PH. 2-6- PD#001-25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Good morning, Attached is a Notice of Hearing& DNS regarding the above-entitled project. If you have any questions about this proposal, please contact the assigned planner, Eric Crowell at eric.crowell akirxlawa.gov, Thank you! 0% el Eva Rivera • Planning Technician Phone: 509-575-6261 • t% ri er:t 1'.11�1fT1a1�'1.� ti'• • ti« a.+wr1.r This email is a public record of the City of Yakima and is subject to public disclosure unless exempt under the Washington Public Records Act. This email is subject to the State Retention Schedule. DOC. 2 CN_®El 662 YAKIMA HERALD-REPUBLIC El Sol,' Yakima AFFIDAVIT OF PUBLICATION Eva Rivera City Of Yakima Planning 129 N 2nd Street Yakima WA 98901 STATE OF WASHINGTON, COUNTIES OF YAKIMA The undersigned,on oath states that he/she is an authorized representative of Yakima Herald-Republic, Inc.,publisher of Yakima Herald-Republic and El Sol de Yakima,of general circulation published daily in Yakima County, State of Washington. Yakima Herald-Republic and El Sol de Yakima have been approved as legal newspapers by orders of the Superior Court of Yakima County. The notice, in the exact form annexed,was published in the regular and entire issue of said paper or papers and distributed to its subscribers during all of the said period. 06/05/2025 Agent Debbie Collantes Signature be-bble-C,oi ante'S- Subscribed and sworn to before me on (Notary Signature)Notary Public in and for the State of Washington,residing at Yakima Publication Cost: $162.80 Order No: 98469 MONICA FRITCHER Customer No: 23222 Notary Public PO#: State of Washington Commission#24023569 My Comm. Expires Aug 18, 2028 Page 1 D OC. INDEX 663 Publication Cost: $162.80 CITY OF YAKIMA Order No: 98469 NOTICE OF PUBLIC HEARING DATE: 6/5/2025; FROM: Bill Preston, P.E., Community Customer No: 23222 Development Director; APPLICANT: HLA Engineering & PO#: Surveying, Inc. on behalf of Prickly Pear Holdings LLC (2803 River Rd., Yakima, WA 98902); FILE NUMBER: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25; LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave. & S.52nd Ave.;TAX PARCEL NUMBER(S): 181203-22005, 181203-22007, 181203-22008, 1 81 204-1 1 002, 1 81 204-1 2001, 1 81 204-1 4409, 181333-44008, & 181334-33401; DATE OF APPLICATION: 2/20/2025; DATE OF COMPLETENESS: 3/20/2025; PROJECT DESCRIPTION The Plat of Champions Park Phases 2—6 is a mixed-use master planned development in the SR, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family,4 common wall). Phase 3: 8.65 acres with 42 lots (1 single-family,25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls,a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant,2 QSRs, hotel (110 rooms), and green space. NOTICE OF P1LIC HEARING This preliminary long plat and environmental review will require two public hearings; one open record hearing before the Hearing Examiner to be followed by a closed record hearing before the Yakima City Council. A separate notice will be provided for the public hearing before the Yakima City Council. The public hearing before the Hearing Examiner has been scheduled for Thursday,June 26, 2025, beginning at 9:00 a.m. in the City Hall Council Chambers. Any person desiring to express their views on the matter is invited to attend the hearing to provide testimony. NOTICE OF RECOMMENDATION Following the public hearing, the Hearing Examiner will issue his recommendation within ten (10) business days. When available, a copy of the decision will be mailed to parties of record.The fife containing the complete application is available for public review at the City of Yakima Planning Division. City Hall—2nd Floor, 129 N. 2nd St., Yakima,WA. If you have questions regarding this proposal, please call Eric Crowell, Senior Planner, at (509) 576-6736, or email to: eric.crowell@yakimawa.gov. (98469)June 5, 2025 Page 2 D C. INDEX �i' kjk 664 CITY OF YAKIMA NOTICE OF PUBLIC HEARING DATE:6/5/2025; FROM: Bill Preston, P.E.,Community Development Director; APPLICANT: HLA Engineering& Surveying, Inc. on behalf of Prickly Pear Holdings LLC(2803 River Rd.,Yakima, WA 98902); FILE NUMBER: PD41001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25; LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave.& S. 52nd Ave.;TAX PARCEL NUMBER(S): 181203-22005, 181203-22007, 181203-22008, 1 81 204-1 1 002, 1 81 204-1 2001, 1 81 204-1 4409, 181333-44008, &181334-33401; DATE OF APPLICATION:2/20/2025; DATE OF COMPLETENESS: 3/20/2025; PROJECT DEWRIPTION The Plat of Champions Park Phases 2—6 is a mixed-use master planned development in the SR, R-2,and R-3 zoning districts spanning 85 acres and includes: Phase 2: 27.46 acres with 64 residential tots(60 single-family,4 common wall). Phase 3:8.65 acres with 42 lots (1 single-family,25 duplexes across 4 lots,36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls,a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant,2 QSRs, hotel (110 rooms),and green space. NOTICE OF PUBLIC HEARING This preliminary long plat and environmental review will require two public hearings; one open record hearing before the Hearing Examiner to be followed by a closed record hearing before the Yakima City Council. A separate notice will be provided for the public hearing before the Yakima City Council.The public hearing before the Hearing Examiner has been scheduled for Thursday,June 26,2025, beginning at 9:00 a.m. in the City Hall Council Chambers.Any person desiring to express their views on the matter is invited to attend the hearing to provide testimony. NOTICE OF RECOMMENDATION Following the public hearing,the Hearing Examiner will issue his recommendation within ten (10)business days.When available,a copy of the decision will be mailed to parties of record.The file containing the complete application is available for public review at the City of Yakima Planning Division, City Hall—2nd Floor, 129 N.2nd St.,Yakima,WA. If you have questions regarding this proposal, please call Eric Crowell, Senior Planner,at(509)576-6736,or email to: eric.crowell@yakimawa.gov. (98469)June 5,2025 LIOC. 665 .„ lid "A , COMMUNITY DEVELOPMENT DEPARTMENT ...41141k-'' 1", Bill Preston,P.E.,Director Trevor Martin,AICP,Manager .C.-P. Planning Division ' ','•. .•• 129 North Second Street,2nd Floor Yakima, Washington 98901 ;' `"paRn,ti., '„ Phone (509) 575-6183 • Fax (509) 575-6105 • Email:ask.planning@yakimawa.gov NOTICE OF PUBLIC HEARING DATE: June 5, 2025 TO: SEPA Reviewing Agencies, Applicant, and Adjoining Property Owners FROM: Bill Preston, Community Development Director APPLICANT: HLA Engineering &Surveying, Inc. on behalf of Prickly Pear Holdings LLC (2803 River Rd., Yakima, WA 98902) FILE NUMBER: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 LOCATION: Vicinity of Sorenson Rd. between S.38th Ave. & S. 52nd Ave. TAX PARCEL NUMBER(S): 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 DATE OF APPLICATION: February 20, 2025 DATE OF COMPLETENESS: March 20, 2025 PROJECT DESCRIPTION The Plat of Champions Park Phases 2 — 6 is a mixed-use master planned development in the SR, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2:27.46 acres with 64 residential lots (60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots(1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, 2 QSRs, hotel (110 rooms), and green space. NOTICE OF PUBLIC HEARING This preliminary long plat and environmental review will require two public hearings; one open record public hearing before the Hearing Examiner to be followed by a closed record hearing before the Yakima City Council.A separate notice will be provided for the public hearing before the Yakima City Council. The public hearing before the Hearing Examiner has been scheduled for Thursday,June 26,2025,beginning at 9:00 a.m.in the City Hall Council Chambers.Any person desiring to express their views on the matter is invited to attend the hearing to provide testimony. NOTICE OF RECOMMENDATION Following the public hearing, the Hearing Examiner will issue his recommendation within ten (10) business days. When available, a copy of the recommendation will be mailed to parties of record and entities who were provided this notice. The application including any applicable site plans can be viewed online: www.yakimawa.gov/public-notice. The file containing the complete application is available for public review at the City of Yakima Planning Division, City Hall—2nd Floor, 129 N. 2nd St., Yakima, WA. If you have questions regarding this proposal, please call Eric Crowell, Senior Planner, at(509) 576-6736, or e-mail to eric.crowell@yakimawa.gov. Yakima urr joc. INDEX 2015 1994 .._,__ . _. . . _... .. 666 xaaaaa, i s. tic. Y `��,, DEPARIAMENTO DE DESARROLLO COMUNIIARIO "� ©;41) Bill Preston,P.E.,Director w Trevor Martin,AICP, Gerente L� .J0 Division de Planificacion '4 4' 129 Norte Calle 2;2°Piso, Yakima, WA 98901 e, "k��,AAT,:� `.. Tel. (509)575-6183 • Fax (509)575-6105 • Email:ask.planning@yakimawa.gov AVISO DE AUDIENCIA PUBLICA El Departamento de Desarrollo Comunitario de la Ciudad de Yakima ha recibido una aplicaciOn por parte de un propietario/solicitante y este es un aviso sobre esa solicitud. Information sobre la ubicacion de la propiedad en cuestion y la solicitud es la siguiente: FECHA OTORGADA: 5 de junio, 2025 PARA: Agencias de Revision Ambiental, Solicitante y Propietarios Adyacentes DE: Bill Preston, Director de Desarrollo Comunitario SOLICITANTE: HLA Engineering & Surveying, Inc. por parte de Prickly Pear Holdings LLC (2803 River Rd., Yakima, WA 98902) No. DE ARCHIVO: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 UBICACION: Vecindad de Sorenson Rd. entre S.38th Ave. & S. 52nd Ave. No. DE PARCELA(S): 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 FECHA DE APLICACION: 20 de febrero, 2025 FECHA DE APLICACION COMPLETA: 20 de marzo, 2025 DESCRIPCION DEL PROYECTO: El Plano de Champions Park Fases 2-6 es un desarrollo planificado de use mixto en los distritos de zonificacion SR, R-2 y R-3 que abarca 85 acres e incluye: Fase 2: 27.46 acres con 64 lotes residenciales (60 unifamiliares, 4 de pared comun). Fase 3: 8.65 acres con 42 parcelas (1 unifamiliar, 25 duplex en 4 parcelas, 36 de pared comun y 1 parcela de terreno inundable). Fase 4: 15.23 acres para un parque de recreativo con 71 espacios para vehiculos recreativos, una casa club e instalaciones recreativas. Fase 5: 6.99 acres para desarrollo comercial,que incluye un bar/restaurante,2 QSR, un hotel (110 habitaciones)y zonas verdes. AVISO DE AUDIENCIA PUBLICA: Esta solicitud de propuesta para una subdivision preliminar y revision ambiental requerira dos audiencias publicas; una audiencia de registro abierto ante el Examinador de Audiencias seguido por una de audiencia de registro cerrado ante el Concejo Municipal de Yakima. Se proporcionara un aviso por separado para la audiencia publica ante el Concejo Municipal de Yakima. La audiencia publica ante el Examinador de Audiencias ha sido programada para el jueves 26 de junio 2025, comenzando las 9:00 a.m. en la Sala del Consejo Municipal en el Ayuntamiento. Cualquier persona que desee expresar su opinion sobre este asunto esta invitada a asistir a la audiencia para presentar testimonio. AVISO DE LA RECOMENDACION: Despuos de la audiencia publica, el Examinador de Audiencias emitira su recomendacion dentro de diez dias habiles. Cuando la recomendacion este disponible, una copia sera enviada a las personas que mandaron comentarios o que recibieron este aviso inicial. El archivo que contiene la aplicaciOn completa esta disponible para inspection publica en la Oficina de Planificacion de la Ciudad de Yakima en el 129 al Norte la Calle 2da, Yakima, WA. Si tiene cualquier pregunta sobre esta propuesta, puede contactar a la Oficina de PlanificaciOn al(509)575-6183 o por correo electrOnico al: ask.planning( vakimawa.gov DO . INDEX.EX. Yakima tag 667 COMMUNITY DEVELOPMENT DEPARTMENT • Bill Preston,P.E.,Director p Trevor Martin,AICP,Manager C3 .� Planning Division NN • W' ' 129 North Second Street,2nd Floor, Yakima, Washington 98901 ++r"4'POghrr•u '�' Phone(509) 575-6183 • Fax (509) 575-6105 • Email:ask.planning@yakimawa.gov WASHINGTON STATE ENVIRONMENTAL POLICY ACT DETERMINATION OF NONSIGNIFICANCE CITY OF YAKIMA, WASHINGTON June 5, 2025 PROJECT DESCRIPTION: The Plat of Champions Park Phases 2 — 6 is a mixed-use master planned development in the SR, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2: 27.46 acres with 64 residential lots (60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots (1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15.23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, 2 QSRs, hotel (110 rooms), and green space. LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave. & S. 52nd Ave. PARCEL NUMBER: 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 PROPONENT: HLA Engineering & Land Surveying, Inc. PROPERTY OWNER: Prickly Pear Holdings LLC LEAD AGENCY: City of Yakima FILE NUMBERS: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ® This DNS is issued after using the DNS process in WAC 197-11-340. There is no further comment period on the DNS. Responsible Official: Bill Preston Position/Title: SEPA Responsible Official Phone (509) 575-6183 Address: 129 N. 2nd Street, Yakima, WA 98901 Date: June 5, 2025 Signatur ® You may appeal this determination to: Bill Preston, P.E., Director of Community Development, at 129 N. 2nd Street, Yakima, WA 98901. No later than: June 19, 2025. INDEX 'liii: pl" 2015 1994 668 By method: Complete appeal application form and payment of appeal fee. You should be prepared to make specific factual objections. Contact the City of Yakima Planning Division to read or ask about the procedures for SEPA appeals. DOC. INDEX 669 AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA RE: PD#001-25,PLP#001-25,DV#001-25, SEPA#002-25, CAO#001-25 PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2 6" S 38TH AVE/52ND AV S/AHTANUM/SORENSON RD/W LARCH AVE I, Eva Rivera, as an employee of the Yakima City Planning Division, have dispatched through the United States Mails, a Notice of Application and Environmental Review; a true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant, SEPA reviewing agencies, and all property owners of record within a radius of 300 feet of subject property; that said property owners are individually listed on the mailing list retained by the Planning Division; and that said notices were mailed by me on the 8th day of April, 2025. That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. Eva Rivera Planning Technician DOC. INDEX 670 Ahtanum Irrigation District Cascade Natural Gas Century Link Beth Ann Brulotte 8113 W Grandridge Blvd 8 South 2nd Ave, Rm#304 10705-B Gilbert Road Kennewick,WA 99336 Yakima,WA 98902 Yakima,WA 98903-9203 bethb@ahtanum.net Charter Communications City of Union Gap City of Yakima-Airport 1005 North 16th Ave Jason Cavanaugh Jaime Vera Yakima,WA 98902 P.O. Box 3008 2400 West Washington Ave Union Gap,WA 98903 Yakima,WA 98903 Jason.cavanaugh@uniongapwa.gov jaime.vera@yakimawa.gov Yakima Valley Canal Co City of Yakima-Wastewater Division City of Yakima-Wastewater Division Robert Smoot Dana Kallevig Marc Cawley 1640 Garretson Lane 2220 East Viola Ave 2220 East Viola Ave Yakima,WA 98908 Yakima,WA 98901 Yakima,WA 98901 dana.kallevig@yakimawa.gov marc.cawley@yakimawa.gov Federal Aviation Administration Greater Yakima Chamber of Commerce Naches Cowiche Canal Association 2200 W.Washington Ave 10 North 9th Street PO Box 9635 Yakima,WA 98903 Yakima,WA 98901 Yakima,WA 98909 kristi@yakima.org NachesCowicheCanal@gmail.com North Yakima Conservation District Office of Rural and Farm Worker Housing Pacific Power 1606 Perry Street, Ste. C Marty Miller Mike Paulson Yakima,WA 98902 1400 Summitview Ave, Ste#203 500 North Keys Rd Yakima,WA 98902 Yakima,WA 98901 Martym@orfh.org United States Postal Service Yakima Valley Trolleys WA State Attorney General's Office David James PO Box 796 1433 Lakeside Court, Ste# 102 205 W Washington Ave Yakima,WA 98907 Yakima,WA 98902 Yakima,WA 98903 info@yakimavalleytrolleys.org david.r.james@usps.gov WA State Department of Agriculture WA State Department of Archaeology& WA State Department of Commerce Kelly McLain Historic Preservation Review Team PO Box 42560 1063 S Capitol Way, Ste 106 1011 Plum St SE Olympia,WA 98504 Olympia,WA 98504-8343 Olympia,WA 98504-3172 kmclain@agr.wa.gov Sepa@dahp.wa.gov reviewteam@commerce.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Ecology Annie Szvetecz Gwen Clear Lori White P.O. Box 47703 1250 W Alder St lori.white@ecy.wa.gov Olympia,WA 98504-7703 Union Gap,WA 98903 Upload Docs to SEPA Register crosepacoordinator@ecy.wa.gov WA State Department of Ecology WA State Department of Ecology WA State Department of Energy Facility Rhonda Luke sepaunit@ecy.wa.gov Site Evaluation Council-EFSEC FormerOrchards@ecy.wa.gov PO Box 43172 Olympia,WA 98504-3172 efsec@utc.wa.gov WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife WA State Department of Fish and Wildlife Janell Shah Scott Downes TeamYakima@dfw.wa.gov j.shah@dfw.wa.gov Scott.Downes@dfw.wa.gov DwOp C. INDEX �. 671 1 WA State Department of Fish and Wildlife, WA State Department of Health WA State Department of Health, Office of SEPA Desk Kelly Cooper Drinking Water PO Box 43200 PO Box 47820 Jamie Gardipe Olympia,WA 98504 Olympia,WA 98504 16201 E Indiana Ave, Ste# 1500 R3planning@dfw.wa.gov Kelly.cooper@doh.wa.gov Spokane Valley,WA 99216 Jamie.gardipe@doh.wa.gov WA State Department of Health, Office of WA State Department of Natural WA State Department of Social&Health Drinking Water Resources, SEPA Center Services, Office of Capital Programs SEPA.reviewteam@doh.wa.gov PO Box 47015 Larry Covey Olympia,WA 98504 P.O. Box 45848 sepacenter@dnr.wa.gov Olympia,WA 98504 Iarry.covey@dshs.wa.gov WA State Department of Transportation WA State Department Transportation South WA State Department Transportation, Paul Gonseth Central Region Planning Office Aviation Division 2809 Rudkin Road SCplanning@wsdot.wa.gov AviationLandUse@wsdot.wa.gov Union Gap,WA 98903 gonsetp@wsdot.wa.gov West Valley School District WA State Governor's Office of Indian Affairs WA State Parks& Recreation Commission Dr. Peter Finch PO Box 40909 Jessica Logan 8902 Zier Road Olympia,WA 98504 P.O. Box 42650 Yakima,WA 98908 Olympia,WA 98504 finchp@wvsd208.org sepa@parks.wa.gov Yakama Bureau of Indian Affairs Rocco Clark Yakama Bureau of Indian Affairs Yakima Valley Trolleys P.O. Box 632 Liliana Rojas Paul Edmondson Toppenish,WA 98948 P.O. Box 632 313 North 3rd Street Rocco.clark@bia.gov Toppenish,WA 98948 Yakima,WA 98901 Liliana.rojas@bia.gov West Valley School District Yakama Bureau of Indian Affairs Yakama Indian Nation, Yakima Tribal Joe Connolly P.O. Box 632 Council 8902 Zier Road Toppenish,WA 98948 Co Jim Yakima,WA 98908-9299 P.O. Box 151 connollyw@wvsd208.org Toppenish,WA 98948 Yakama Nation Environmental Management Yakama Indian Nation, Cultural Resources Yakima County Building Department Program Program Marivel Garcia Elizabeth Sanchey Johnson Meninick 128 North 2nd Street,4th Floor P.O. Box 151 P.O. Box 151 Toppenish,WA 98948 Toppenish,WA 98948 Yakima,WA 98901 esanchey@yakama.com marivel.garcia@co.yakima.wa.us Yakima County Commissioners Yakama-Klickitat Fisheries Project Yakima County Health District Commissioners.web@co.yakima.wa.us John Marvin 1210 AhtanumRidge Dr Ste#200 760 Pence Road Yakima,WA 98909 Union Gap,WA 98903 marj@yakamafish-nsn.gov yhd@co.yakima.wa.us jmarvin@yakama.com Yakima County Health District Yakima County Planning Division Ryan Ibach Yakima County Public Services Jason Earles 1210 Ahtanum Ridge Dr Ste#200 Lisa Freund 128 North 2nd Street,4th Floor Union Gap,WA 98903 128 North 2nd Street,4th Floor Yakima,WA 98901 ryan.ibach@co.yakima.wa.us Yakima,WA 98901 Jason.Earles@co.yakima.wa.us lisa.freund@co.yakima.wa.us Yakima County Water Resources Division Yakima County Planning Division Yakima Waste Systems Troy Havens Tommy Carroll ark Lanter 128 North 2nd Street,4th Floor 128 North 2nd Street,4th Floor Mark Box nter Yakima,WA 98901 Yakima,WA 98901 P2830 Yakima,WA 98907 Troy.Havens@co.yakima.wa.us Thomas.Carroll@co.yakima.wa.us mark.lanter@wasteconnections.com INDEX 672 Yakima-Tieton Irrigation District Sandra Hull Yakima Greenway Foundation Yakima School District 470 Camp 4 Rd Kellie Connaughton Stacey Locke Yakima,WA 98908 111 South 18th Street 104 North 4th Ave Yakima,WA 98901 Yakima,WA 98902 kellie@yakimagreenway.org locke.stacey@ysd7.org Yakima Regional Clean Air Agency Yakima School District Yakima Valley Museum Hasan Tahat Jay Baucom Peter Arnold 186 Iron Horse Ct#101 104 North 4th Ave 2105 Tieton Drive Yakima,WA 98901 Yakima,WA 98902 Yakima,WA 98902 rive hasan@yrcaa.org baucom.jay@yakimaschools.org lizr@yvmuseum.org Yakima School District Trevor Greene 104 North 4th Ave Yakima,WA 98902 greene.trevor@ysd7.org SEPA REVIEIWNG AGENCIES UPDATED 01/27/2025 Type of Notice: NW Aff-VE-We'D• (2-0)A70,-0 File Number: Wkee1IS/ �'')$ \c'tS*OOI''7 tCedskdbz 25/dAu O?I 5 Date of Mailing: V-1. 61 I 31 DOC, 673 Rivera, Eva From: NoReply@ecy.wa.gov Sent: Tuesday, April 8, 2025 12:24 PM To: Ask Planning Subject: Your SEPA Record Has Been Submitted! The Department of Ecology has received a new SEPA record from Yakima City at Yakima City of with a File Number of: SEPA#002-25, PD#001-25, PLP#001-25, DEV#001-25, CAO#001-25. Your record is being reviewed by an administrator. From: Yakima City Email: ask.planning@yakimawa.gov Phone number: (509) 575-6261 DO , INDEX 674 1 ��b 18133434403 ` 18120321401 18133343420 CITY OF Y-+acKIMA CLARK FAMILY TRUST D A ARTHUR INC 129 D ST 4001 W AHTANUM PO BOX 1622 �Y-A IMA,WA 98901 YAKIMA,WA 98903 YAKIMA,WA 98907 18120413430 18120413490 18120413432 DRT HOMES LLC DRT HOMES LLC. HAYDEN HOMES LLC 305 LONE DOVE LN 305 LONE DOVE LN 2464 SW GLACIER PL YAKIMA,WA 98903 YAISIMA,WA 98903 REDMOND, OR 97756 18120413433 18120413481 18120413482- - HAYDEN HO --LL6 HAYDEN HOMES LLC,.- HAYDEN TOMES LLC 2464 S ACIER PL 2464 SW GL,AGII PL 2464 SW GLACIER PL ON D, OR 97756 REDWKI5 OR 97756 REDMOND, OR 97756 18120413483 18120413484 18120413485 HAYDEN HOME HAYDEN HO LC HAYDEN HOMES LLC 2464 S IER PL 2464 SV.U-GLACIER PL 2464 SW GLACIER PL DND, OR 97756 REDMOND, OR 97756 REDMOND, OR 97756 ----- 18120413486 18120321404 18120324402 HAYDEN HOMES HOUK YAKIMA LLC J &P FLUAITT PROPERTIES LLC 2464 S IER PL 2215 E BROOKLYN AVE 2451 S 38TH AVE ON D, OR 97756 SPOKANE,WA 99217 YAKIMA,WA 98908 18120413423 18120413427 18120413428 J.M. PERRY INSTITUTE OF TRADES AND J.M. PERRY INSTITU TRADES AND J.M. PERRY INS OF TRADES AND AGRICULTURE AGRICULTU AGRICULT 2011 W WASHINGTON AVE 2011 W SHINGTON AVE 201 ASHINGTON AVE YAKIMA,WA 98903 Y3K-1 A,WA 98903 1MA,WA 98903 18120413491 18120413494 18120424016 J.M. PERRY INSTIT F TRADES AND J.M. PERRY IN E OF TRADES AND LITTLEFIELD LIVING TRUST AGRICULTU AGRICU E 2405 S 52ND AVE 2011 SHINGTON AVE 2 WASHINGTON AVE YAKIMA,WA 98903 IMA,WA 98903 YAKIMA,WA 98903 18120413424 18120413425 18120413426 LJ'S CONSTRUCTION II LLC LJ'S CONSTRUCTION.II LLC LJ'S CONSTRU LLC PO BOX 11530 PO BOX11533 PO BO YAKIMA,WA 98909Mf1ilA, WA 98909 Y A,WA 98909 18120413487 18120413488 ---- 18120413492 LJ'S CONSTRU II LLC LJ'S CON RLJ TION II LLC LJ'S CONST ON II LLC PO BOX P 11530 PO B 530 Y ,WA 98909 AKIMA,WA 98909 Y MA.WA 98909 18120413493 18120414409 18120414409 LJ'S CONST ION II LLC PRICKLY PEAR-HOLDING LLC PRICKLY PEAR HOLDING LLC PO BO 30 2550 BOR`I"ON RD 2550 BORTON RD YA A.WA 98909 YAKIMA,WA 98903 YAKI MMA. WA 93903 Doc. NDEX # -- 675 18120322005 18120322007 18120322008 PRICKLY PE LIJINGS LLC PRICKL AR HOLDINGS LLC PRICKLY PEAR INGS LLC 2550 BO N RD 25 ORTON RD 2550 BO RD YAKI ,WA 98903 K€MA,WA 98903 Y ,WA 98903 18120411002 18120412001 .� 18133433401 PRICKLY PEAR DINGS LLC PRICKLY PEAR HQLDTNGS LLC PRICKLY P OLDINGS LLC 2550 BORTO D 2550 BORTO 2550 B ON RD YAKIMA A 98903 YAKIMA 98903 YAKI 'A,WA 98903 118133344008 .- 18120413435 18120413436 PRICKLY PIS HOLDINGS LLC PRICKLY PEAR DINGS LLC PRICKLY PEA LDINGS LLC 2550 B9RTON RD 2550 BORT D 2550 BOR RD YA.I,LMA, WA 98903 YAKIM , A 98903 YAKI , A 98903 18120413437 -' 18120413438 � 18120413439 PRICKLY PEAR-+IOLDINGS LLC PRICKLY PEA OLDINGS LLC PRICKLY P HOLDINGS LLC 2550 BOR RD 2550 BORTON RD 2550 TON RD YAKIM A 98903 YAKIMA,WA 98903 IMA,WA 98903 i 18120413440 18120413441 18120413442 PRICKLY PE OLDINGS LLC PRICKLY PEAR DINGS LLC PRICKLY PEA DINGS LLC 2550130 N RD 2550 BORT RD 2550 BO RD YAKI WA 98903 YAKIM A 98903 YAK ,WA 98903 7 18120322005 18120322007 18120322008 ���- PRICKLY PEAR HOLDINGS LLC PRICKLY P OLDINGS LLC PRICKLY P HOLDINGS LLC 2550 BORTON RD 2550 pp ON RD 2550 B ON RD NT."MA,WA 98903 YAKIMA, WA 98903 Y A,WA 98903 18120411002 18120412001 18120413429 PRICKLY PEAR,HOLDINGS LLC PRICKLY PAR HOLDINGS LLC PRICKLY PEAR HO S LLC 2550 BORT NfRD 2550 ,.ORTON RD 2550 BORTO YAKI A 98903 .Y-AK1MA,WA 98903 YAKIM A 98903 18120413434 _- 18120413435 ----" 18120413436 PRICKLY PEAR HOLDINGS LLC PRICKLYPEAR HOLDINGS LLC PRICKLY PEAR HOL LLC 2550 BORTON-RD 2559,BORTON RD 2550 BORTO YAKIMA,GVA 98903 IMA,WA 98903 YAKIM 98903 18120413437 18120413438 18120413439 PRICKLY PEAR HOLDINGS LLC PRICKLY PEP�R• OLDINGS LLC PRICKLY PEAR H NGS LLC 2550 BORTON RD 2550 BO,R,TON RD 2550 BORT D YAKKIMA,WA 98903 ,IMA,WA 98903 YAKS , A 98903 18120413440. 18120413441 18120413442 PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR.-HOLDINGS LLC 2550 BORTON RD 2550 PORTON RD 2550 BO RD YAKIMA,WA 98903 YAKIMA,WA 98903 DOC. Y A,WA 98903 INDEX - 2) 676 18120413443 f 18120413444 18120413445 PRICKLY PE `H}.DINGS LLC PRICKLY HOLDINGS LLC PRICKLY - OLDINGS LLC 2550 B$1R'TON RD 255 TON RD 25 RTON RD .YAKIMA,WA 98903 KIMA,WA 98903 AKIMA,WA 98903 18120413446 18120413447 18120413448 PRICKLY PEAR H NGS LLC PRICKLY PEAR H TNGS LLC PRICKLY PEAR GS LLC 2550 BORTO 2550 BORT D 2550 BO RD YAKIM 98903 YAKI , A 98903 Y A,WA 98903 18120413449 18120413450 18120413451 PRICKLY PEA LDINGS LLC PRICKLY PEA DINGS LLC PRICKLY PEAR NGS LLC 2550 BO13. RD 2550 B N RD 2550 BORT D YAKI WA 98903 Y A,WA 98903 YAK A 98903 • 18120413452 18120413467 18120413468 PRICKLY P HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICK AR HOLDINGS LLC 2550 B ON RD 2550 BORTON-RD 2 ORTON RD YA A,WA 98903 YAKINIKWA 98903 ' AKIMA,WA 98903 18120413469 18120413470 18120413471 PRICKLY PEAR INGS LLC PRICKLY PEAR INGS LLC PRICKLY P INGS LLC 2550 BORT RD 2550 BQRTI3 2550 B N RD YAKI , A 98903 YAKIMA;WA 98903 A,WA 98903 18120413472 18120413473 18120413474 PRICKLY PE OLDINGS LLC PRICKLY PEAR DINGS LLC PRICKLY PEA DINGS LLC 2550 BO RD 2550 BO RD 2550 BO RD YAKI WA 98903 YAK ,WA 98903 YA ,WA 98903 18120413475 18120413476 18120413477 PRICKLY PE OLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEA INGS LLC 2550 BORTON RD 2550 BORTON RD 2550 B RD YAKIMA,WA 98903 YAKIMA,WA-98-903 Y A,WA 98903 - 18120413478 18120413479 18120413480 PRICKLY PEARrHOLDINGS LLC PRICKLY PE R-FIOLDINGS LLC PRICKLY P AR`Ht LDINGS LLC 2550 BORTON RD 2550 BC RTON RD 2550 B TON RD YAKIMA,WA 98903 YAKIMA,WA 98903 Y A,WA 98903 18120413497 18120424015 18133344008 PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HOLDINGS LLC PRICKLY PEAR HHOLDIN6S LLC 2550 BORTON RD" 2550 BORTON RD 2550 BORTON RD 2._A....1_,..,3<lhil ,-WA-98903 YAKIMA,WA 98903 YAKIMA;WA 98903 18133433401 18133433402 18133433403 PRICKLY PEARHOL.DINGS LLC SOZO SPORTS OF CENTRAL SOZO SPORTS OF CENTRAL 2550 BORTON'RD WASHINGTON WASHINGTON YAKIMA,WA 98903 PO BOX 10786 DOC. PO BOX 8181 YAKIMA,WA 98909 YAKIMA,WA 98908 INDEX # .J.L,. ..L. 677 18133434401 ! 18133443401 18120413431 SOZO SPORTS O E�[TRAL SOZO SPORT _OFCENTRAL SUMMIT CREST CONSTRUCTION LLC WASHINGT WAS IiINGTO N 4702 SUMMITVIEW AVE STE 100 PO B1 81 -PO-BOX 8181 YAKIMA,WA 98908 Y-A MA,WA 98908 YAKIMA,WA 98908 18120413489 18120413403 18120323435 SUMMIT C ONSTRUCTION LLC SUN MEADOWS TP YAKIMA LLC WILLIAM JAY ROMER LIVING TRUST 4770 MITVIEW AVE STE 100 222 S 1ST ST 3901 W LARCH AVE Y KIMA,WA 98908 YAKIMA,WA 98901 YAKIMA,WA 98903 18120414401 18120413495 18133343415 ALFRED E&JUDY WINKEL BRAD&ALICE MITCHELL BRIAN &KARI JENNINGS 4407 W LARCH AVE 270 LONE DOVE LN 5204 WALLA WALLA ST YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120421007 18120414410 18133344429 BRYNN&DEREK SIDES CHAD D&JENNIFER M NULL DANIEL C III &JOY L HAUGHTON 2305 S 52ND AVE 4503 AHTANUM RD 2017 S 52ND AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323406 18120414404 18120414009 DARYL ADAM& DEBBRA BULLARD DONALD D WORTMAN DONNA SARGEANT 3902 W LARCH AVE 4405 W LARCH AVE 4305 LOWER AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133344424 18120414418 18133344426 ERIC C&PAULA FULLER FELIPE A&MARTHA P MORENO FILEMON GUZMAN &FLOR DE MARIA 5180 LYONS LP 4325 AHTANUM RD VELAZQUEZ YAKIMA,WA 98903 YAKIMA, WA 98903 2211 S 52ND AVE YAKIMA,WA 98903 18120421004 18120323407 18120414400 GEORGE RAY&TANA L COLLINS GUY ANDERSON III HOWARD&JEANIE ALEXANDER 2401 S 52ND AVE 3904 W LARCH AVE 4507 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA, WA 98903 18120323451 18133344427 18120413422 IVAN RAMIREZ JAMES M&ROSE M CHURCHLEY JAMES R&SUSAN T COWDEN 2314 S 38TH AVE 5184 LYONS LOOP 209 S 93RD AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98908 18120421014 18133344425 18120414417 JASON BRIGHT JESSE& DIANE L JIMENEZ JOSE GARCIA&MARIA ROBLEDO 2309 S 52ND AVE 5176 LYONS LOOP 4381 AHTANUM RD YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323408 18120413003 18133344418 JOSE L LOPEZCOSME JOSE LUIS JR FARIAS JOSEPH G&JACKIE M PAYNE PO BOX 2077 507 N 7TH ST DOS 5159 LYONS LOOP YAKIMA,WA 98907 YAKIMA,WA 98901 '"''�"`° YAKIMA,WA 98903 INDEX # k--- ;))0 678 18133343422 18120414415 18133344430 JOSH &JENNIFER LOGSDON JUAN RICARDO BADILLO JR JUVENTINO D&MARIA GUADALUPE 2206 S 52ND AVE 2803 S 1ST AVE CARDENAS YAKIMA,WA 98903 UNION GAP,WA 98903 PO BOX 697 MOXEE,WA 98936 18133344428 18120421400 18120323434 KENNETH THOMS LESLI FARNSWORTH LINDA J ONUSTACK 5168 LYONS LOOP 2301 S 52ND AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120323402 18120414004 18120414021 LINDA J &LORRAINE D KELLY MARYLEE ELLIOTT MICHAEL D GOWAN ONUSTACK 4306 W LARCH AVE 4300 W LARCH AVE 3903 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18133343410 18120414402 18120414403 NORMAN E&JEANNE M RICHARDSON NUESLLE&SHEILA PAULEY PATRICK&DENISE SUNDBERG 2210 S 52ND AVE 4401 W LARCH AVE 4203 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323410 18120413014 18120421012 RANDY REIFENSTAHL RANDY& MARYELLEN E MAY RICHARD&CHERYL WENTZ PO BOX 8059 4601 AHTANUM RD 2307 S 52ND AVE YAKIMA,WA 98908 YAKIMA,WA 98903 YAKIMA,WA 98902 18120323400 18120413004 18120323447 RICHARD L. MILDFELT RICHARD STEVEN ISAAC ROBERT FRANK JR&VENNESSA 4103 W LARCH AVE 4605 AHTANUM RD BUSCH YAKIMA,WA 98903 Yakima,WA 98903 2406 S 38TH AVE YAKIMA,WA 98903 18120414405 18120414014 18120414411 ROGER HOVLAND SCOTT&KATHY LEMKE SCOTT R&CATHY K LEMKE PO BOX 775 4321 AHTANUM RD 260 ROWBERRY WAY YAKIMA,WA 98901 YAKIMA,WA 98903 TOPPENISH,WA 98948 18120424419 18133343413 18120323427 SHANNON LEA NOWLIN STEVEN CHARLES& BETH E HART STEVEN LOREN FREEMAN 2507 S 52ND AVE 5215 WALLA WALLA ST 4105 W LARCH AVE YAKIMA,WA 98903 YAKIMA,WA 98903 YAKIMA,WA 98903 18120414408 18120323401 18120414406 SUSAN STREBY TAMMY L ARAGON TATIANA KEPLER 4305 W LARCH AVE 2802 HOLIDAY DR 4306 W LARCH AVE YAKIMA,WA 98903 LAKE HAVASU,AZ 86403 YAKIMA,WA 98903 18120414407 18120323409 18133344005 TATIANA KEPJI`R TINA LOVE TORRIE J&MICHAEL W MELTON 4306 W L H AVE 18273 S NANCY JEAN WAY 2209 S 52ND AVE YAK WA 98903 OREGON CITY, OR 97045 DOC. YAKIMA,WA 98903 INDEX�`' # Jba 679 18120322006 18120414002 152 TROY DUKES VERNA M CONTARDI Total Parcels-Prickly Pear Holdings LLC 2310 S 38TH AVE 5602 W FLYING CIRCLE ST "Plat of Champions Park Ph.2-6" YAKIMA,WA 98903 TUSCON,AZ 85713ri -n, ,, < ��� AWL c Q ENGINEERING& SURVEYING - BRUCE.BAD ER r� lY EPH CALHOUN 25.80 BORTON RD �( 1•Zci V ���s �1 `' D 3 RIVER �z YAKIMA, WA 09�J03 WI+C1,�'>1 � I _________KIMA.W.������ J UCC. INDEX # - 19 680 In-House Distribution E-mail List Revised 03/07/2025 Name Division E-mail Address Robert Hodgman Air Terminal roberthodgman@vakimawa.goV Glenn Denman Code Administration Glenn.Denrnan@yakimawa.gov Julia Rosales Code Administration julia.rosaleslvakimawa.gov John Zabel! Code Administration John.Zabell ttyakimawa.gov Pedro Contreras Code Administration Pedro.Contreras@vakimawa.gov vakimawa.gov Suzanne DeBusschere Code Administration Suzanne.Debusschere@vakimawa.gov Lisa Maxey Community Development Lisa.Maxev 2l yakimawa.gov Kirsten McPherson Engineering Kirsten.McPherson@yakimawa.gov Aaron Markham Fire Aaron.markham�a7�vakimawa.gov Jeremy Rodriguez Fire Jeremy.Rodriguez(ryakimawa.gov Sara Watkins Legal Sara.Watkins@vakimawa.gov. Trevor Martin Planning trevor.martin@yakimawa.gov Eva Rivera Planning Eva.rivera r@,vakimawa.gov Shawn Boyle Police Shawn.bovle1yakimawa.gov - Scott Schafer Public Works Scott.Schafer@a,vakimawa.gov Leovardo Cruz Refuse Leovardo.Cruz@yakimawa.gav Randy Layman Refuse Randy.Lavmanlyakimawa.gov Gregory Story Transit Gregory.StorvQvakimawa.g_ov Anabel Chavez Utilities anabel.chavez(2vakimawa.gov - Dana Kallevig Wastewater Dana.Kallevig@yakimawa.gov -Randy Meloy Wastewater RandyMelov@Yakimawa.gov - Mike Shane Water/Irrigation Mike.Shane@yakimawa.gov Chris Redick Water/Irrigation Chris.rediek@vakimawa.gov Chris Kohler GIS Chris.kohler(a yakimawa.gov Outside Distribution Name Address Notified? (Subdivision notices ONLY) 500 N Keys Rd,Yakima,WA 98901 X, Yes 0 No Pacific Power Attn: Estimating Department 1 l 1 University Parkway,Suite 200 ❑ Yes X No (Projects Adjacent to l3NSFRight of Way ONLY) Yakima,WA 98901 (509)453-9166 Central Washington Railroad Tim Marshall,General Manager,tmarshall@ebrr.com 0 E-mail Kim Yeager,Real Estate Manager,kveager a.ihdl lc.com (Shoreline notices ONLY) ❑ E-mail Department of Ecology crasepaCa?ecY•wa.6nv Additional Parties of Record or Interested Parties Notified Name Address E-mail : ::: e 1\itnja , ISVti (Sin + WA _ 4).Q.A(AAD .� +�� 1 , . ?AS l Ca4 Date of Mailing: 0 61 1 V uti 7 INDEX --1 681 Rivera, Eva From: Rivera, Eva Sent: Tuesday, April 8, 2025 11:52 AM To: Rivera, Eva Subject: FW: NTC OF APP & ENVIRO. REVIEW - PRICKLY PEAR HOLDINGS LL Attachments: NTC OF APP ENVIRO REV_PD#001-25.pdf From: Rivera, Eva Sent:Tuesday, April 8, 2025 11:50 AM To: 'Joseph Calhoun' <jcalhoun@hlacivil.com>; 'bruce.bader@bortonfruit.com' <bruce.bader@bortonfruit.com>; Ahtanum Irrigation District<aidoffice@ahtanum.net>; Cawley, Marc<Marc.Cawley@yakimawa.gov>; City of Union Gap -Jason Cavanaugh <jason.cavanaugh@uniongapwa.gov>; Greater Chamber of Commerce<kristi@yakima.org>;Jack Wells-Yakima County Water Resources<jack.wells@co.yakima.wa.us>; Kallevig, Dana<Dana.Kallevig@yakimawa.gov>; Konner<konner@yakimagreenway.org>; Linos, Irene<Irene.Linos@yakimawa.gov>; Office Rural Farmworker Housing- Marty Miller<martym@orfh.org>; Rivera, Eva <Eva.Rivera@yakimawa.gov>; United States Postal Service- David James <david.r.james@usps.gov>; WA DFW<J.Shah@dfw.wa.gov>; WA State Dept Agriculture- Kelly McLain <kmclain@agr.wa.gov>; WA State Dept Archaeology Historic Pres-SEPA<Sepa@dahp.wa.gov>; WA State Dept Commerce- Review Team <reviewteam@commerce.wa.gov>; WA State Dept Ecology-CRO SEPA <crosepacoordinator@ecy.wa.gov>; WA State Dept Ecology- Former Orchards<FormerOrchards@ecy.wa.gov>; WA State Dept Ecology- Lori White<lori.white@ecy.wa.gov>; WA State Dept Ecology-SEPA Unit<sepaunit@ecy.wa.gov>; WA State Dept Energy Facility Site Eval <efsec@utc.wa.gov>; WA State Dept Fish and Wildlife-Scott Downes <Scott.Downes@dfw.wa.gov>; WA State Dept Fish and Wildlife -SEPA<R3planning@dfw.wa.gov>; WA State Dept Fish and Wildlife-Team Yakima <TeamYakima@dfw.wa.gov>; WA State Dept Health -Jamie Gardipe <Jamie.gardipe@doh.wa.gov>; WA State Dept Health- Kelly Cooper<Kelly.cooper@doh.wa.gov>; WA State Dept Health -SEPA<SEPA.reviewteam@doh.wa.gov>; WA State Dept Natural Resources-SEPA Center<sepacenter@dnr.wa.gov>; WA State Dept Social Health Svcs- Larry Covey<larry.covey@dshs.wa.gov>; WA State Dept Transporation-South Central Region <SCplanning@wsdot.wa.gov>; WA State Dept Transportation - Paul Gonseth<gonsetp@wsdot.wa.gov>; WA State Parks and Recreation-SEPA<sepa@parks.wa.gov>;West Valley School District-Joe Connolly <connollyw@wvsd208.org>; West Valley School District- Peter Finch <finchp@wvsd208.org>; WSDOT Aviation <aviationlanduse@wsdot.wa.gov>;Yakama Bureau of Indian Affairs- Rocco Clark<Rocco.clark@bia.gov>;Yakama Nation Environmental Mgmt Program - Elizabeth Sanchey<esanchey@yakama.com>; Yakama-Klickitat Fisheries Project- John Marvin<marj@yakamafish-nsn.gov>; Yakama-Klickitat Fisheries Project-John Marvin<jmarvin@yakama.com>; Yakima Bureau of Indian Affairs- Liliana Rojas<liliana.rojas@bia.gov>; Yakima County Building Dept- Marivel Garcia <marivel.garcia@co.yakima.wa.us>;Yakima County Commissioners<Commissioners.web@co.yakima.wa.us>;Yakima County Health District<yhd@co.yakima.wa.us>; Yakima County Health District- Ryan Ibach <ryan.ibach@co.yakima.wa.us>; Yakima County Planning Division-Jason Earles<Jason.Earles@co.yakima.wa.us>; Yakima County Planning Division -Thomas Carroll <Thomas.Carroll@co.yakima.wa.us>; Yakima County Public Services- Lisa Freund <lisa.freund@co.yakima.wa.us>;Yakima County Water Resources Div-Troy Havens <Troy.Havens@co.yakima.wa.us>; Yakima Greenway Foundation - Kellie Connaughton<kellie@yakimagreenway.org>; Yakima Regional Clean Air Agency- Hasan Tahat<hasan@yrcaa.org>;Yakima School District-Stacey Locke <locke.stacey@ysd7.org>; Yakima School District-Trevor Greene <greene.trevor@ysd7.org>; Yakima Valley Museum <liz@yvmuseum.org>; Yakima Valley Trolleys<info@yakimavalleytrolleys.org>; Yakima Waste Systems <mark.lanter@wasteconnections.com>; Bonds Jr., Randy<randy.bonds@yakimawa.gov>; Boyle, Shawn <Shawn.Boyle@yakimawa.gov>; Bradburn,Trace<Trace.Bradburn@yakimawa.gov>; Chavez, Anabel <Anabel.Chavez@YAKIMAWA.GOV>; Contreras, Pedro<Pedro.Contreras@YAKIMAWA.GOV>; Cruz, Leovardo <Leovardo.Cruz@YAKIMAWA.GOV>; DeBusschere, Suzanne<suzanne.debusschere@yakimawa.gov>; Denman, Glenn <Glenn.Denman@yakimawa.gov>; Hodgman, Robert<Robert.Hodgman@yakimawa. av>; Kohler, Chris C 682 <Chris.Kohler@yakimawa.gov>, Layman, Randy<Randy.Layman@yakimawa.gov>; Markham, Aaron <aaron.markham@yakimawa.gov>; Martin,Trevor<Trevor.Martin@yakimawa.gov>; Maxey, Lisa <Lisa.Maxey@YAKIMAWA.GOV>; McPherson, Kirsten<Kirsten.McPherson@yakimawa.gov>; Meloy, Randy <Randy.Meloy@yakimawa.gov>; Redick,Chad <Chad.Redick@yakimawa.gov>; Schafer, Scott <Scott.Schafer@yakimawa.gov>; Shane, Mike<Mike.Shane@yakimawa.gov>; Story, Gregory <Gregory.Story@yakimawa.gov>; Watkins, Sara <Sara.Watkins@YAKIMAWA.GOV>; Zabel!,John <John.Zabell@yakimawa.gov> Cc: Crowell, Eric<Eric.Crowell@YAKIMAWA.GOV> Subject: NTC OF APP& ENVIRO. REVIEW- PRICKLY PEAR HOLDINGS LLC- PLAT OF CHAMPIONS PARK PH. 2-6- PD#001- 25, PLP#001-25, DV#001-25, SEPA#002-25, CAO#001-25 Good morning, Attached is a Notice of Application & Environmental Review regarding the above-entitled project. If you have any questions about this proposal, please contact the assigned planner, Eric Crowell at cr.ic.crcnvell()takimawa.gov. Thank you! (2.17 , � � EESi =1 RPnechn• :E ' eva.riivera@yakirnawa.gov ridi This email is a public record of the City of Yakima and is subject to public disclosure unless exempt under the Washington Public Records Act. This email is subject to the State Retention Schedule. 2 INDEX -----30 683 "ter`` ',il, k'l,,, COMMUNITY DEVELOPMENT DEPARTMENT (Ilk Bill Preston,P.E. Director (• 1 Trevor Martin,AICP,Manager 2i% .7 Planning Division 129 North Second Street,2nd Floor Yakima, Washington 98901 '.+ c 4P[,,,,T , ', Phone (509) 575-6183 • Fax (509) 575-6105 • Email:ask.planning@yakimawa.gov NOTICE OF APPLICATION AND ENVIRONMENTAL REVIEW DATE: April 7, 2025 TO: SEPA Reviewing Agencies, Applicant, and Adjoining Property Owners FROM: Bill Preston, Community Development Director APPLICANT: HLA Engineering & Surveying on behalf of Prickly Pear Holdings LLC FILE NUMBER: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave. & S. 52nd Ave. TAX PARCEL NUMBER(S): 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 DATE OF APPLICATION: February 20, 2025 DATE OF COMPLETENESS: March 20, 2025 PROJECT DESCRIPTION The Plat of Champions Park Phases 2 — 6 is a mixed-use master planned development in the SR, R-2, and R-3 zoning districts spanning 85 acres and includes: Phase 2:27.46 acres with 64 residential lots (60 single-family, 4 common wall). Phase 3: 8.65 acres with 42 lots(1 single-family, 25 duplexes across 4 lots, 36 common wall, and 1 floodplain lot). Phase 4: 15,23 acres for an RV park with 71 stalls, a clubhouse, and recreational amenities. Phase 5: 6.99 acres for commercial development, including a tap house/restaurant, 2 QSRs, hotel (110 rooms), and green space. DETERMINATION OF CONSISTENCY Pursuant to YMC § 16.06.020(A), the project considerations are determined to be consistent with applicable development regulations, as follows: 1. The type of land use: Master Planned Development and Preliminary Long Plat for residential and commercial uses. 2. Level of Development: Lots range from approximately 3,561 to 663,621 square feet. 3. Infrastructure and public facilities:The subject property is able to be served by public streets,water, sewer, garbage collection, etc. 4. Characteristics of development: The proposal shall adhere to all Title 12 and Title 15 development standards. Pursuant to YMC§ 16.06.020(B), the development regulations and comprehensive plan considerations are found to be consistent, as follows: 1. The type of land use: Master Planned Development and Preliminary Long Plat for residential and commercial uses. 2. Density of Development: Approximately 4.35 dwelling units per net residential acre. 3. Availability and adequacy of infrastructure and public utilities: The subject property is able to be served by public facilities. NOTICE OF ENVIRONMENTAL REVIEW This is to notify agencies with jurisdiction and environmental expertise and the public that the City of Yakima, Planning Division, has been established as the lead agency, under WAC § 197-11-928 for this project. The City of Yakima will review the proposed project for probable adverse environmental impacts and will issue a threshold determination per WAC § 197-11-310. The proposal may include mitigation measures under applicable codes and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold determination may be obtained by request and may be appealed pursuant to YMC § 6.88.170. Required Permits: The following local, state, and federal permits/approvals may or will be needed for this project: Building Permit, Grading Permit Required Studies: N/A Yakima� 1 : " ',,.-. 684 Existing Environmental Documents: None Development Regulations for Project Mitigation and Consistency Include: the State Environmental Policy Act, the Yakima Urban Area Zoning Ordinance, YMC Title 12—Development Standards, and the Yakima Urban Area Comprehensive Plan. REQUEST FOR WRITTEN COMMENTS: Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. There is a 14-day comment period for this review. This may be your only opportunity to comment. All written comments received by 5:00 p.m. on April 21, 2025, will be considered prior to issuing the final SEPA determination. Please reference file numbers(PD#001-25, PLP#001-25)and applicant's name(Prickly Pear Holdings LLC) in any correspondence you submit. You can mail your comments to: Bill Preston, Community Development Director City of Yakima, Department of Community Development 129 N. 2nd St., Yakima,WA 98901 NOTICE OF DECISION A copy of the decision and the SEPA threshold determination will be mailed to parties of record and entities who were provided this notice once it is rendered. The file containing the complete application is available for public review at the City of Yakima Planning Division, City Hall—2nd Floor, 129 N. 2nd St., Yakima, WA. If you have any questions on this proposal, please contact Eric Crowell, Senior Planner at(509) 576-6736, or email to: eric.crowell aayakimawa.gov. Enclosed: Narratives, Project Descriptions, SEPA Checklist, Site Plans, and Vicinity Map t wOC. INDEX 685 7I1 ,.Y �,t DLPARTAMENTO DE DESARROLLO COMUNITARIO Bill Preston,P.E.,Director 1 Trevor Martin,AICP, Gerente / Division de Planificacion Pi „ 129 Norte Calle 2;2°Piso, Yakima, WA 98901 'P 'i,1r"Ab1 AY 1 , Tel. (509) 575-6183 • Fax(509) 575-6105 • Email: ask.planning@yakimawa.gov Y.� AVISO DE APLICACION Y REVISION AMBIENTAL El Departamento de Desarrollo Comunitario de la Ciudad de Yakima ha recibido una aplicacion por parte de un propietario/solicitante y este es un aviso sobre esa solicitud. Information sobre la ubicacion de la propiedad en cuestion y la solicitud es la siguiente: FECHA OTORGADA: 7 de abril, 2025 PARA: Agencias de Revision Ambiental, Solicitante y Propietarios Adyacentes DE: Bill Preston, Director de Desarrollo Comunitario SOLICITANTE: HLA Engineering & Surveying por parte de Prickly Pear Holdings LLC No. DE ARCHIVO: PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 UBICACION: Vecindad de Sorenson Rd. between S. 38th Ave. y S. 52nd Ave. No. DE PARCELA: 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 FECHA DE APLICACION: 20 de febrero, 2025 FECHA DE APLICACION COMPLETA:20 de marzo, 2025 DESCRIPCION DEL PROYECTO: El Plano de Champions Park Fases 2 -6 es un desarrollo planificado de uso mixto en los distritos de zonificaciOn SR, R-2 y R-3 que abarca 85 acres e incluye: Fase 2: 27.46 acres con 64 lotes residenciales (60 unifamiliares, 4 de pared comun). Fase 3: 8.65 acres con 42 parcelas (1 unifamiliar, 25 duplex en 4 parcelas, 36 de pared comun y 1 parcela de terreno inundable). Fase 4: 15.23 acres para un parque de RV con 71 puestos, una casa club y servicios recreativos. Fase 5: 6.99 acres para desarrollo comercial, incluyendo un bar/restaurante, 2 QSRs, hotel (110 habitaciones), y zona verde. DETERMINACIO N DE LA CONSISTENCIA: Conforme al Codigo Municipal YMC §16.06.020(A), las consideraciones del proyecto se determinan consistentes con las siguientes normas de desarrollo aplicables: 1. El tipo de uso terrenal: Desarrollo planificado y Subdivision Preliminar para desarrollo residencial y comercial. 2. Nivel de desarrollo: Las parcelas varian aproximadamente entre 3,561 y 663,621 pies cuadrados. 3. Infraestructura e instalaciones publicas: La propiedad puede ser servida por instalaciones publicas. 4. Caracteristicas del desarrollo: La propuesta debera cumplir todas las normas de desarrollo del Titulo 12 y del Titulo 15. Conforme al Codigo Municipal YMC §16.06.020(B), los reglamentos de desarrollo y las consideraciones del plan comprehensivo son coherentes, de la siguiente manera: 1. El tipo del uso terrenal: Desarrollo planificado y Subdivision Preliminar para desarrollo residencial y comercial. 2. Densidad del desarrollo: Aproximadamente 4.35 unidades de vivienda por acre residencial neto. 3. Disponibilidad y adecuacion de infraestructura y servicios publicos: La propiedad en cuestiOn puede ser servida por instalaciones publicas. AVISO DE REVISION AMBIENTAL: Esto es para notificar a las agencias con jurisdiction y experiencia ambiental y al publico que la Ciudad de Yakima, Division de Planificacion, se establece como Ia agencia principal, de acuerdo con la Ley Estatal de Politica Ambiental de Washington (SEPA) bajo WAC§197-11-928 para Ia revision de este proyecto. La ciudad de Yakima revisara el proyecto propuesto para detectar posibles impactos ambientales adversos y emitira una determination de umbra)segun WAC§ 197-11-310. La propuesta Dec., Yakima INDEX •r,.�, _ _ ._ ..: .._... .. 686 impactos ambientales adversos y emitira una determinacion de umbral segun WAC§ 197-11-310. La propuesta puede incluir medidas de mitigation bajo los codigos aplicables y el proceso de revision del proyecto puede incorporar a requerir medidas de mitigacion independientemente de si se prepare un EIS (DeclaraciOn de Impacto Ambiental). Una copia de la determinacion de umbra) posterior se puede obtener por solicitud y se puede apelar de acuerdo con el Codigo Municipal de Yakima YMC§6.88.170. Permisos Requeridos: Los siguientes permisos/aprobaciones locales, estatales, y federales pueden o seran necesarios para este proyecto: Permiso de Construction, Demolition y nivelaciOn de tierra Estudios Requeridos: N/A Documentos Ambientales Existentes: Ning uno Los Reglamentos de Desarrollo para la Mitigation y Consistencia de Proyectos Incluyen: La Ley Estatal de Politica Ambiental de Washington, La Ordenanza de ZonificaciOn del Area Urbana de Yakima, Los Estandares de Desarrollo del Titulo 12, y el Plan Integral del Area Urbana de Yakima. SOLICITUD DE COMENTARIOS ESCRITOS: Se anima a las agencias, tribus, y el publico a reviser y comentar sabre el proyecto y sabre sus probables impactos ambientales. Habra un periodo de catorce digs para hacer sus comentarios. Este podria ser su unica oportunidad para comentar. Todos los comentarios recibidos por escrito antes de las 5:00 p.m. el 21 de abril, 2025 seran considerados antes de emitir la decision final de SEPA. Por favor de hacer referencia al numero de archivo (PD#001-25, PLP#001-25) o al nombre del solicitante (Prickly Pear Holdings LLC) en cualquier correspondencia que envie. Envie sus comentarios sobre esta propuesta a: Bill Preston, Community Development Director City of Yakima, Department of Community Development 129 N. 2nd St., Yakima,WA 98901 AVISO DE LA DECISION FINAL: Cuando la decision final y determinaciOn SEPA sea emitida, una copia sera enviada a las personas que mandaron comentarios o que recibieron este aviso inicial. La decision sera definitive a menos que sea apelada. El archivo que contiene la aplicaciOn complete este disponible para inspection pUblica en la Oficina de PlanificaciOn de Ia Ciudad de Yakima en el 129 al Norte Ia Calle 2da, Yakima, WA. Si tiene cualquier pregunta sobre esta propuesta, puede contactar a la Oficina de PlanificaciOn al(509)575-6183 o par correo electronico al: sk.planning(o7yakimawa.gov Adjunto: Narrative, Plan del Sitio, Mapa u fF4� -e INDEX ... ...,. _. .'.. _ 687 --away yi{i --"01 }..11 .' { COMM L.ITY DEVELOPMENT DEPARTMENT •••+ r1,, Bill Preston, P.E.,Director g..•: • Trevor Martin,AICP,Manager R S I. .ri Planning Division i4, ` • •.•N . ` = 129 North Second Street,2nd Floor, Yakima, Washington 98901 +r'' `r"'PnRATYL) '" '', ,g. Phone (509) 575-6183 • Fax (509) 575-6105 • Email:ask.planning@yakimawa.gov 6� `Ytil�asaa April 3, 2025 FILE NUMBER(S): PD#001-25, DEV#001-25, PLP#001-25, SEPA#002-25, CAO#001-25 APPLICANT: HLA Engineering & Land Surveying, Inc. c/o Joseph Calhoun APPLICANT ADDRESS: 2803 River Rd., Yakima, WA 98902 PROJECT LOCATION: Vicinity of Sorenson Rd. between S. 38th Ave. & S. 52nd Ave. TAX PARCEL NO: 181203-22005, 181203-22007, 181203-22008, 181204-11002, 181204-12001, 181204-14409, 181333-44008, & 181334-33401 DATE OF REQUEST: February 20, 2025 SUBJECT: Notice of Complete Application Mr. Calhoun: The application for your Planned Development and Preliminary Long Plat for the vicinity of Sorenson Rd. between S. 38th Ave. and S. 52nd Ave. was received on February 20, 2025. As of March 21, 2025, your application is considered complete as required by the City of Yakima's Municipal Code (YMC) and site plan checklist, as referenced in YMC §§ 15.28.040 and 14.20.030. The Development Services Team (DST) held a meeting on March 11, 2025 to review your project. Continued processing of your request will include, but is not limited to, the following actions: 1. A Notice of Application and Environmental Review will be sent to all property owners within a 300-foot radius of your site. This notice will include a request for public comments during a comment period as is required by the City of Yakima. Notice of Application is scheduled to be issued on April 7, 2025. 2. The City will issue its threshold determination as required by SEPA. The threshold determination will also include a notice of public hearing which will identify the date, time, and location when this matter will be reviewed by the City of Yakima Hearing Examiner. 3. A subsequent hearing will be scheduled for final review and consideration by the Yakima City Council. For any questions regarding this matter, please contact me at eric.croweIIt .yakimawa.Qov. Sincerely, &,:c. K. C.A. Eric Crowell Senior Planner Vakima DC. ' INDEX 2015 1994 688 CITY OF YAKIMA RECEIVED LAND USE ACTION INSTALLATION APR 0 2 2025 CERTIFICATE Y OF YAKIIVIA PLANNING DIV, — File Number:1 P p tt.ool-z i C.Ao.Lt o°i-Zs DLv+P"°1-?-J Sep tp 0o2-2s R etr ool-zr,Tc oe+tb sF Applicant/Project Name: Prrr, ph,,„„ 2-cam L — Site Address: Ui'Givlr 0 s. 3�+` '4vL d- �OrehSrJn.1 12-3 Date of Posting: Ae� 1 , Zags Location of Installation(Check One): 'o Land Use Action Sign is installed per standards described in YMC §15.11.080(C). Land Use Action Sign is installed in an alternate location on the site. Note: this alternate location (J not pre-approved by the Planning Manage') may not be acceptable by the Planning Division and is subject to relocation(at the owner's expense)to a more visible site on the property. The alternative location is: sent to the applicant and property required notice of application will be pp p ro p rt}' owners within a 300-foot radius after the Planning Division has received this Land Use Action Installation Certification. Failure to post a Land Use Action sign and return this form signed in a timely manner may cause a delay in the application review process. I hereby testify that the installed sign fully complies with the Land Use Action sign installation standards (see pg. 2), that the sign will be maintained until a decision has been rendered, and that the sign will be returned within 30 days from the date the final decision is issued. / pri . 20 z..5"-- Ap cant's Signature Date ,0 yoL C ./40J") .SOcr - 7616 - 700c) Applicant's Name(Please Print) Applicant's Phone Number Please fill out and sign the above certification after posting and deliver to the City of Yakima Planning Division via email to ask.planning@yakimawa.gov or in person/by mail to: City of Yakima, Planning Division, 129 North 2" Street, Yakima,WA 98901. Page-1 Revised 08/2024 INDEX 689 —- --- -W' 1 . , I , MUM • .. -t i • • , I i 1 nr , . , - - - `.., A , 4..i, .,, '1 ' _ r _ - .-t• ' .-1 1 • '-)" \--\' '1' k!'. 4),V.•i'd''''-' I ':.•• ••+ . . •.• 1 1,14', -11') . .. ACiriRO:YAKIMA .,,,,' ....• .. '.1... 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I 41111111r111411111111411r gift illir APP. 0 2 20:i. 1 Tf _ J 1rr-1t\�flieir it • 1 /� • _ . r' I �,.- _ _ - _ ' lilt • ,- _- �� ANU USE A TION , /. � - 7G PROPOSED �, ,• t .� ' -:�ram,, ;-y�- t . , iv -{ r ,1f•r g ' FOR THIS SITE , - . , _ }r rF�- , _ Contact The City Of Yakima • �Y + u,, ,1Ja Y` � • ., , `. 4 ' ,�,,*` i� t r,`='� �'rY, a_ ' +�. .{�c` ��. � �4,'r'!!Fr'_.ly - '% ", r4,- r" 1 ems} 4...-', ` • �i,',4 l" 4 'TV-1:,..4 R l4r,o � 4 - 0 • irI• 4. 4*-: d Jr' _ • -mot=, } „:t + „o.!`'iA 1- 7 s'. .• ,• �r 1 4 5�.-. Y� f' ]0. 4 �j..t RR, _ s�,,-,t,-- .; --' ^- _ ,c. - --4 • • �r - +J Ail` o • - • � f �r�f ) �P'c rye f y .r Yj ; r. ' r L7.r� ' r f1 • 'r. • hr 7 ,', :•■ .ry •f• 4 fi 7 �r',mot j 4. ' '' r Jr . ••sue_ 1 `' ; r ',��' r. ' F. ,• i Rfit%d" t r �' 1 t lkiT �� r`TJffi" .`"r ,J } f 1 !► it 4„. if .[ +.rf-• ' 'Ff'4#� a .-,- t yr• °. r 1 1;. � r'' 4 r�Nit (j�'��' ':�.�,' • r 'Q'T d '2 ` "[r Tn 3+`. _,g+t•F F r •_! 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PRICKLY PEAR HOLDINGS LLC "PLAT OF CHAMPIONS PARK PHASES 2-6" PD#001-25, DEV#001-25, PLP#001-25, SE PA#002-25, CAO#001-25 EXHIBIT LIST CHAPTER G Comments DOC DOCUMENT DATE' INDEX # '11110111- G-1 Comment from Amber Johnson, Department of Ecology 04/18/2025 G-2 Comment from David Ison, WSDOT Aviation Division 04/20/2025 G-3 Comment from Troy Havens, Yakima County Flood Control 04/21/2025 G-4 Comment from Jason MacNaughton, DAHP 04/29/2025 692 dah Allyson Brooks Ph.D.,Director 1.1111141- State Historic Preservation Officer April 29, 2025 Eric Crowell Planner City of Yakima In future correspondence please refer to: Project Tracking Code: 2025-04-02782 Property: City of Yakima - PD#001-25 DEV#001-25 PLP#001-25 SEPA#002-25 CAO#001-25-Champions Park Plat Phases 2-6 Re:Survey Requested Dear Eric Crowell: Thank you for contacting the Washington State Historic Preservation Officer (SHPO) and Department of Archaeology and Historic Preservation (DAHP) and providing documentation regarding the above referenced project. As a result of our review, our professional opinion is that the project area has the potential to contain archaeological resources. The project is in an area determined to be at High risk of containing archaeology according to the DAHP predictive model. The scale of the proposed ground disturbing actions would destroy any archaeological resources present. Therefore, we recommend a professional archaeological survey of the project area be conducted prior to ground disturbing activities. We also recommend continuing consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues. These comments are based on the information available at the time of this review and on behalf of the SHPO in conformance with Washington State law. Should additional information become available, our assessment may be revised. Thank you for the opportunity to comment on this project and we look forward to receiving the survey report. The survey report should be uploaded directly into the DAHP Online WISAARD system by the cultural resource consultant to expedite DAHP review. Please ensure that the DAHP Project Number (a.k.a. Project Tracking Code) is shared with any hired cultural resource consultants and is attached to any communications or submitted reports. Should you have any questions, please feel free to contact me. Sincerely, DOC. James MacNaughton, M.S. INDEX Local Government Archaeologist (360) 280-7563 James.MacNaughton@dahp.wa.gov ss+r r State of Washington • Department of Archaeology&Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (360) 586-3065 ",,j�)=' www.dahp.wa.gov r �t}Y IN89 693 Yakima County Flood Control Zone District 128 North Second Street I Fourth Floor Courthouse I Yakima, Washington 98901 (509) 574-2300 * 1-800-572-7354 * FAX(509) 574-2301 www.yakimacounty.us/314/Flood-Control-Zone-District April 21', 2025 Bill Preston, Community Development Director City of Yakima, Department of Community Development 129 North Second Street, Yakima, Washington 98901 SUBJ: File No.: PD#001-25, PLP#001-25 Dear Bill, The Yakima County Flood Control Zone District (FCZD) attended a meeting with the City of Yakima Planning Division on 3/11/2025 and submitted comments to the City of Yakima Planning Division on 3/10/2025, 3/26/2025, and 4/1/2025. In these instances, the FCZD raised flood risk related concerns regarding the subject line applications (Prickly Pear Holdings LLC (PPH)). Please find the below comments related to PPH: 1. YMC 15.27.407 (F) (1, 2) states that all subdivision proposals shall be consistent with the need to minimize flood damage and construct roadways and utilities be constructed to minimize flood damage. FCZD recommends that PPH's development be constructed to follow the natural contours of the floodplain and be constructed in a way that maintains the integrity of the floodplain and floodway. 2. 44 CFR 60.3(d)(3) states that communities must prohibit encroachments and other development in the floodway, unless certified by an engineer via no-rise certification per YCC 16C.05.36.020. The FCZD recommends a mechanism and commitment to inspect and ensure that no unpermitted encroachments or development occurs in the floodway(specifically on the southern half of parcel 18133433401)to comply with YCC and FEMA regulations,and that the chosen mechanism effectively prevents widespread encroachments, but allows for swift enforcement if needed. Encroachments and other developments would include structures such as homes, sheds, fences, etc. 3. In accordance with YMC 15.27.408 (a)(1) and IRC section 323.2, FCZD recommends any residential structures in the floodplain be elevated at least 1-foot above the BFE. 4. In the PPH site plans, there is a roadway leading north that crosses generally perpendicular to the floodway. During the 100-year flood event and potentially smaller events, Yakima County ensures full compliance with Title VI of the Civil Rights Act of 1964 by prohibiting discrimination against any person on the basis of race, color, national origin, or sex in the provision of benefits and services resulting from its federally assisted programs and activities,For questions regarding Yakima County's Title VI Program,you may contact the Title VI Coordinator at 509-574-2300. If this letter pertains to a meeting and you need special accommodations,please call us at 509-574-2300 by 10:00 a.rn.three days prOOC • the meeting.For TDD users,please use the State's toll free relay service 1-800-833-6388 and ask the operator to dial 509-574-2300_ v INDEX 694 the floodway may become activated causing water over the roadway, which at times could be impassable. FCZD recommends the placement of permanent signage indicating that the roadway may be underwater during flooding events. 5. Per YMC 15.27.407 (G), FCZD recommends any proposed roadway be built at the natural grade,to discourage any alterations to the floodway and maintain existing flood carrying capacity. A hydraulic and hydrologic study by a licensed engineer can accomplish this requirement. Floodway-spanning stream crossings may be a solution to avoid development within the floodway while maintaining flood carrying capacity. 6. According to YMC 15.27.315 (D) "prior to authorization of any construction within a floodplain... an engineering report shall be prepared by a licensed engineer... that establishes any new flood elevations that would result for the 100 year flood frequency if the project were implemented." The FCZD highly recommends PPH hires an engineer to accomplish this requirement. 7. In accordance with YMC 15.27.409 (B), FCZD highly recommends that PPH acquire a no rise certification by a professional engineer that no development in the floodway fringe will adversely affect the flood carrying capacity. 8. Development shown in the floodplain of Phase 3 should be carefully considered as there appears to be some intermingling or exchange of flood flows between the north and south paths —most likely at more infrequent flows as this area is not shown in the 10-and 25-year mapping estimates. In general, FCZD does not recommend developing the site shown as Phase 3 given the high density of citizens that will be placed in the floodplain and subject to flood risk. Thank you for the opportunity to comment on this proposal. Please reach out to me with any questions regarding these recommendations. Sincerely, Troy Havens, PE, CFM Yakima County Flood Control Zone District (509) 574-2300 troy.havens@co.yakima.wa.us DOC. %NDEX 695 4111 Washington State Aviation Division Department of Transportation 7702 Terminal St SW p Tumwater,WA 98501 360-709-8015/FAX:360-709-8009 Toll Free:1-800-552-0666 TTY:1-800-833-6388 www.wsdot.wa.gov April 20, 2025 Eric Crowell Planner City of Yakima 129 N. Second Street Yakima, WA 98901 RE: Notice of Application and Environmental Review Prickly Pear Holdings LLC Application Information: PLAT OF CHAMPIONS PARK PH. 2-6 -PD#001-25,PLP#001-25, DV#001- 25, SEPA#002-25,CAO#001-25 Dear M. Crowell, Thank you for the opportunity to provide comments regarding the Prickly Pear Holdings LLC PD#001- 25, PLP#001-25,DV#001-25, SEPA#002-25,CAO#001-25 near the Yakima Air Terminal. Washington State Department of Transportation(WSDOT)has reviewed the package, and the site for the development is located in Zones 3 &6 of the WSDOT Airports and Compatible Land Use Guidebook Compatibility Zones. The proposed development is consistent with WSDOT's guidance as it considered an area of residential infill,but given the proximity of the location to the airport it should be noted that the property may experience low flying aircraft, aircraft engine and propeller noise,vibrations, exhaust fumes,which may be perceived as a nuisance to the future residents. Also,because the property is in Zones 3 &6,there should be a plan in place to ensure that the construction and the subsequent development will not create height hazard obstructions, smoke, glare, electronic interference,wildlife attractants, or other hazards to the airspace. A real estate disclosure or indication on title is recommended so that potential residents are aware of their property's proximity to the airport. The sponsor should also ensure that they file an FAA Form 7460-1 if it is necessary based on the requirements outlined here. We appreciate the opportunity to offer written comments. Our office is available for any questions or further discussions on airport land use planning. Please don't hesitate to contact me at(360) 890-5258, david.ison@,wsdot.wa.gov. Sincerely, David Ison,PhD Aviation Planner, WSDOT Aviation Division Attachment: Compatibility Zone Map DOD, INDEX 696 _ I - • =SV I- +• h ;21 F f s '.J�- { Y r�' �`a AL .i • , t .i - � • T Ir r-' 1..�� 4 - ltlY' 4 • ;. i_ . - -, i iv . ;` . .,... _. i ii ... ,, -....„.,,, . ,,t., " YYp f ■� . _ r Hr • r v_ J k I• F 'r - i74 - . 0 is` _ I • 4 c s_1 ;. • Y _ ,. ....... . -R , �r. ".r ; I 1� 1 . I, / . ..,•- - ill. - ' .:',- - 0 I :-. . ,_ 1:, °Ala: ..:. , .1... 7 -._• _., z .i, - .1 1 tart. 4441% _ • lr _ +L 1 k� - f. 7' .. { a - P All i t•.- ,,.•,..., .. :. 1• = ', QY • je , E• r ;ate , • . . . 4. NqDcE P: - f e , -� --�697 lECEIVED _ L. r APR 1 8 2025 4,� f1i99 tZ3Y STATE OF WASHINGTON 411 Y th YAKIM, DEPARTMENT OF ECOLOGY PLANNING Dlv. Central Region Office 1250 West Alder St., Union Gap,WA 98903-0009 • 509-575-2490 April 18, 2025 Eric Crowell City of Yakima Community Development 129 N. 2nd St. Yakima, WA 98901 RE: 202501384; SEPA#002-25, PD#001-25, PLP#001-25, DEV#001-25, CAO#001-25 Dear Eric Crowell: Thank you for the opportunity to comment during the Optional Determination of Nonsignificance process for the Plat of Champions Park Phases 2-6. We have reviewed the application and have the following comments. Water Quality Program Proiect with Potential to Discharge Off-Site If your project anticipates disturbing ground with the potential for stormwater discharge off- site, the NPDES Construction Stormwater General Permit is recommended. This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit may take 38-60 days. The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) shall be prepared and implemented for all permitted construction sites.These control measures must be able to prevent soil from being carried into surface water and storm drains by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading, or construction. In the event that an unpermitted Stormwater discharge does occur off-site, it is a violation of Chapter 90.48 RCW, Water Pollution Control and is subject to enforcement action. More information on the stormwater program may be found on Ecology's stormwater website. Please submit an application or contact Lloyd Stevens Jr. at the Dept. of Ecology, (509) 571-3866, with questions about this permit. D C, ..._..._- 698 Yakima County Public Services RECEIVED April 18, 2025 Page 2 of 2 APR 1 $ 2025 CITY OF YAKIMA Sincerely, PLANNING DIV. 0110\4“\ Amber Johnson SEPA Coordinator Central Regional Office 509-723-5677 crosepacoord inator@ecv.wa.Rov DOG, 699 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 AIA Document B221 - — 2018 Service Order for use with Master Agreement Between Owner and Architect WORK ORDER number Three made as of the Thirty First day of July in the year Two-Thousand Twenty-Five (In words, indicate day, month, and year.) ADDITIONS AND DELETIONS: BETWEEN the Owner: The author of this document has (Name, legal status, address, and other information) added information needed for its completion.The author may also have revised the text of the original City of Yakima Washington AIA standard form.An Additions and 129 N 2nd Street Deletions Report that notes added Yakima,WA 98901 information as well as revisions to the Attn: Victoria Baker standard form text is available from the author and should be reviewed.A and the Architect: vertical line in the left margin of this (Name, legal status, address, and other information) document indicates where the author has added necessary information MWA Architects,Inc. and where the author has added to or 180 Sansome Street, Suite 1600 deleted from the original AIA text. San Francisco, CA 94104-3722 This document has important legal consequences. Consultation with an for the following PROJECT: attorney is encouraged with respect (Name, location, and detailed description) to its completion or modification. Yakima Airport Terminal(YKM)Modernization Project This document provides the 2300 W Washington Ave Architect's scope of services for the Yakima,WA 98903 Service Order only and is intended to Yakima Air Terminal Modernization Project be used with AIA Document Work Order 3 B121 TM-2018, Standard Form of Master Agreement Between Owner The City of Yakima intends to modernize portions of the existing passenger terminal at and Architect YKM. Services are provided under a master prime agreement with work orders for services as funding allows. This Work Order is for Construction Management services for design produced by Work Order 2-Work Package 1-Baggage Claim and Terminal Eastside Passenger Areas. Services provided under this Work Order are funded by grants by the Federal Aviation Administration;grant numbers are below: 3-53-0089-058-2024 Supp 3-53-0089-060-2025 ATP 3-53-0089-062-2025 AIP THE SERVICE AGREEMENT This Service Order,together with the Master Agreement between Owner and Architect dated the twenty-first day of July in the year two-thousand twenty-four (In words, indicate day, month, and year.) form a Service Agreement. The Owner and Architect agree as follows. Init. AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 700 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 TABLE OF ARTICLES 1 INITIAL INFORMATION 2 SERVICES UNDER THIS SERVICE ORDER 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 COMPENSATION 5 INSURANCE 6 PARTY REPRESENTATIVES 7 ATTACHMENTS AND EXHIBITS ARTICLE 1 INITIAL INFORMATION § 1.1 Unless otherwise provided in an exhibit to this Work Order,this Work Order and the Service Agreement are based on the Initial Information set forth below: (State below details of the Project's site and program, Owner's contractors and consultants,Architect's consultants, Owner's budget and schedule, anticipated procurement method, Owner's Sustainable Objective, and other information relevant to the Project.) The Owner and MWA agree that the terms and conditions governing MWA's services and responsibilities under the Master Agreement referred to above shall include the construction management services specified in Exhibit B as an addition to MWA's services under that Master Agreement. § 1.2 The Owner and Architect may rely on the Initial Information.Both parties,however,recognize that such information may materially change and,in that event,the Owner and the Architect shall appropriately adjust the schedule,the Architect's services,and the Architect's compensation. The Owner shall adjust the Owner's budget for the Cost of the Work and the Owner's anticipated design and construction milestones,as necessary,to accommodate material changes in the Initial Information. ARTICLE 2 SERVICES UNDER THIS WORK ORDER § 2.1 The Architect's Services under this Work Order are described below or in an exhibit to this Work Order,such as a Scope of Architect's Services document. § 2.1.1 Basic Services (Describe below the Basic Services the Architect shall provide pursuant to this Service Order or state whether the services are described in documentation attached to this Service Order.) The Construction Management services to be provided by MWA are as enumerated in Exhibit B of this Work Order. MWA shall be entitled to use subconsultants to perform or assist in performing any of MWA's services as Construction Manager under this Work Order("MWA's Subconsultants"). It is understood by the parties that contracts for such professional services are not subject to competitive bidding requirements. All professionals providing such services whether directly by MWA or professionals under contract with MWA shall be qualified,and where required,properly licensed and/or certified to perform these services and MWA is responsible for such license and certification. (Paragraphs deleted) ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 Unless otherwise provided in an exhibit to this Work Order,the Owner's anticipated dates for commencement of construction and Substantial Completion of the Work are set forth below: .1 Commencement of construction date: Init. AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order 2 No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 701 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 the Eleventh day of August in the year Two-Thousand Twenty-Five .2 Substantial Completion date: the Nineth day of March in the year Two-Thousand Twenty-Six ARTICLE 4 COMPENSATION § 4.1 For Basic Services described under Section 2.1.1,the Owner shall compensate the Architect as follows: .1 (Paragraphs deleted) Per Exhibit B § 4.2 For Additional Services described under Section 2.1.2 or in the Master Agreement,the Architect shall be compensated in accordance with the Master Agreement unless otherwise set forth below: Per Exhibit B § 4.3 For Reimbursable Expenses described in the Master Agreement,the Architect shall be compensated in accordance with the Master Agreement unless otherwise set forth below: (Insert amount of or basis for, compensation if other than as set forth in the Master Agreement. Where the basis of compensation is set forth in an exhibit to this Service Order, such as a Scope ofArchitect's Services document, list the exhibit below.) Per Exhibit B § 4.4 When compensation identified in Section 4.1 is on a percentage basis,progress payments for each phase of Basic Services shall be calculated by multiplying the percentages identified in this Article by the Owner's most recent budget for the Cost of the Work. Compensation paid in previous progress payments shall not be adjusted based on subsequent updates to the Owner's budget for the Cost of the Work. ARTICLE 5 INSURANCE § 5.1 Insurance shall be in accordance with section 3.3 of the Master Agreement,except as indicated below: (Insert any insurance requirements that differ from those stated in the Master Agreement, such as coverage types, coverage limits, and durations for professional liability or other coverages.) Per Exhibit A (Table deleted) (Paragraphs deleted) ARTICLE 6 PARTY REPRESENTATIVES § 6.1 The Owner identifies the following representative in accordance with Section 1.4.1 of the Master Agreement: (List name, address, and other information.) City of Yakima Washington 129 N 2nd Street Yakima,WA 98901 Attn: Victoria Baker,City Manager § 6.2 The Architect identifies the following representative in accordance with Section 1.5.1 of the Master Agreement: (List name, address, and other information.) Jean Root,Principal MWA Architects,Inc. 501 SE 14th Avenue, Suite 103 Portland,OR 97214 Init. AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order 3 No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 702 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 ARTICLE 7 ATTACHMENTS AND EXHIBITS § 7.1 The following attachments and exhibits,if any,are incorporated herein by reference: .1 Exhibit A-Master Prime Agreement,including all exhibits thereto; .2 (Paragraphs deleted) Exhibit B- 'Yakima Air Terminal Modernization Work Order 2-WP1 Construction Administration' (Paragraph deleted) This Work Order entered into as of the day and year first written above. c—DocuSigned by: w brow, rod- CC1110EFED094AE... OWNER(Signature) ARCHITECT(Signature) Victoria Baker, City Manager Jean Root,Principal (Printed name and title) (Printed name, title, and license number, if required) Init. AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order 4 No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 703 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 Additions and Deletions Report for AIA®Document B221 TM — 2018 This Additions and Deletions Report,as defined on page 1 of the associated document,reproduces below all text the author has added to the standard form AIA document in order to complete it,as well as any text the author may have added to or deleted from the original AIA text.Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document.This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 19:15:26 on 07/31/2025. PAGE 1 SERVICE WORK ORDER number Three made as of the Thirty First day of July in the year Two-Thousand Twenty-Five City of Yakima Washington 129 N 2nd Street Yakima,WA 98901 Attn: Victoria Baker MWA Architects,Inc. 180 Sansome Street, Suite 1600 San Francisco, CA 94104-3722 (Name, location, and detailed description) Yakima Airport Terminal(YKM)Modernization Project 2300 W Washington Ave Yakima,WA 98903 Yakima Air Terminal Modernization Project Work Order 3 The City of Yakima intends to modernize portions of the existing passenger terminal at YKM. Services are provided under a master prime agreement with work orders for services as funding allows. This Work Order is for Construction Management services for design produced by Work Order 2-Work Package 1- Baggage Claim and Terminal Eastside Passenger Areas. Services provided under this Work Order are funded by grants by the Federal Aviation Administration.,grant numbers are below: 3-53-0089-058-2024 Supp 3-53-0089-060-2025 ATP 3-53-0089-062-2025 AIP This Service Order,together with the Master Agreement between Owner and Architect dated the twenty-first day of July in the year two-thousand twenty-four PAGE 2 Additions and Deletions Report for AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 704 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 § 1.1 Unless otherwise provided in an exhibit to this Service Work Order,this Service Work Order and the Service Agreement are based on the Initial Information set forth below: The Owner and MWA agree that the terms and conditions governing MWA's services and responsibilities under the Master Agreement referred to above shall include the construction management services specified in Exhibit B as an addition to MWA's services under that Master Agreement. ARTICLE 2 SERVICES UNDER THIS SERVICE ORDER ARTICLE 2 SERVICES UNDER THIS WORK ORDER § 2.1 The Architect's Services under this Service Work Order are described below or in an exhibit to this Service Work Order, such as a Scope of Architect's Services document. The Construction Management services to be provided by MWA are as enumerated in Exhibit B of this Work Order. MWA shall be entitled to use subconsultants to perform or assist in performing any of MWA's services as Construction Manager under this Work Order("MWA's Subconsultants"). It is understood by the parties that contracts for such professional services are not subject to competitive bidding requirements. All professionals providing such services whether directly by MWA or professionals under contract with MWA shall be qualified,and where required,properly licensed and/or certified to perform these services and MWA is responsible for such license and certification. § 2 Additional Services the services arc described in documentation attached to this Service Order.) § 3.1 Unless otherwise provided in an exhibit to this Service Work Order,the Owner's anticipated dates for commencement of construction and Substantial Completion of the Work are set forth below: PAGE 3 the Eleventh day of August in the year Two-Thousand Twenty-Five the Nineth day of March in the year Two-Thousand Twenty-Six .1 Stipulated Sum (Insert amount) .2 Percentage Basis (Insert percentage value) ( )%of the Owner's budget for the Cost of the Work,as calculated in accordance with Section 1.1. .3 Other Additions and Deletions Report for AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 2 19:15:26 on 07/31/2025 under Order No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 705 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 (Describe the method of compensation) Per Exhibit B (Insert amount of,or basis for,compensation if other than as set forth in the Master Agreement. Where the basis of compensation is set forth in an exhibit to this Service Order,such as a Scope of Architect's Services document,list the exhibit below.) Per Exhibit B Per Exhibit B Per Exhibit A § 5.2 In addition to insurance requirements in the Master Agreement,the Architect shall carry the following types of insurance. Agreement, and any applicable limits.) Coverage c City of Yakima Washington 129 N 2nd Street Yakima,WA 98901 Attn: Victoria Baker,City Manager Jean Root,Principal MWA Architects,Inc. 501 SE 14th Avenue, Suite 103 Portland,OR 97214 PAGE 4 .1 AIA Document,B 121 2018, Standard Form of Master Agreement Between Owner and Architect for Services provided under multiple Service Orders;Exhibit A-Master Prime Agreement,including all exhibits thereto; .2 Other Exhibits incorporated into this Agreement: (Clearly identify any other exhibits incorporated into this Agreement.) .3 Other documents:Exhibit B- 'Yakima Air Terminal Modernization Work Order 2-WP1 Construction Administration' Additions and Deletions Report for AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 3 19:15:26 on 07/31/2025 under Order No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 706 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 This Service Work Order entered into as of the day and year first written above. Victoria Baker, City Manager Jean Root,Principal Additions and Deletions Report for AIA Document B221—2018.Copyright©2014 and 2018.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 4 19:15:26 on 07/31/2025 under Order No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 707 Docusign Envelope ID:535D7F61-902D-46E4-9D58-1 AC5A726F4C2 Certification of Document's Authenticity AIA® Document D401 TM — 2003 I,Jean Root,hereby certify,to the best of my knowledge,information and belief,that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 19:15:26 on 07/31/2025 under Order No.20250099130 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA®Document B221TM—2018, Service Order for use with Master Agreement Between Owner and Architect,other than those additions and deletions shown in the associated Additions and Deletions Report. EDocuSigned by: vt.atA, baro ti, roof dc4a-1-c€€€B894AE... (Signed) Principal (Title) 7/31/2025 (Dated) AIA Document D401—2003.Copyright©1992 and 2003.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 19:15:26 on 07/31/2025 under Order 1 No.20250099130 which expires on 02/06/2026,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1198878293) 708