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HomeMy WebLinkAbout2012-025 Vacation, Vicinity of Davis High School at 212 South 6th Ave; Yakima School District PetitionORDINANCE NO. 2012-25 AN ORDINANCE vacating portions of (a) the alley north of West Pine Street between South 6th and 7th Avenues, (b) West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue, and (c) South 7th Avenue between West Walnut and Pine Streets, all in the vicinity of Davis High School located at 212 South 6th Avenue. WHEREAS, Loofburrow Wetch Architects on behalf of Yakima Public Schools (hereinafter referred to as the petitioner) has, pursuant to Chapter 35.79 RCW and under City of Yakima Department of Community and Economic Development ("CED") file number RWV#002- 12 petitioned for vacation of portions of the following three streets and/or alleys: a. Petition No. 12-02: vacation of the remaining segment of an alley north of West Pine Street between South 6th Avenue on the east and South 7th Avenue on the west. b. Petition No. 12-03: vacation of West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue. c. Petition No. 12-04: vacation of South 7th Avenue between West Walnut Street on the north and West Pine Street on the south; and as all are described in Exhibit A attached hereto; and, WHEREAS, the City of Yakima Hearing Examiner, after conducting an open record public hearing on April 26, 2012, which was continued on May 9, 2012, and after considering the contents of the file and statement of interested persons at the public hearing, issued his Examiner's Recommendation dated May 23, 2012, and recommended approval of the requested right-of-way vacations subject to the retention of a perpetual easement for the maintenance, repair and replacement of the existing natural gas line within the West Spruce Street right-of-way between the alleys east and west of South 7th Avenue (Petition No. 12-03), be reserved with a width acceptable to the City Engineer; and, WHEREAS, City Council considered the requested right-of-way vacation and Hearing Examiner's recommendation at their regular public meeting on July 17, 2012; and WHEREAS, after considering the Hearing Examiner's Recommendation, the contents of the file, and the statements of interested persons, the City Council finds with respect to the requested right-of-way vacation that: 1. Vacation of the three right-of-ways will not deprive any property of sole access; and 2. The right-of-ways proposed to be vacated are not essential to other City plans; and 3. The proposed right-of-way vacations are consistent with other plans and policies of the City; and 4. Based on zoning, current use and Tong -range plans, the proposed right-of-way vacations are compatible with existing and anticipated developments in the area; and 5. The proposed right-of-way vacations do not adversely affect existing or future public utilities; and 6. The right-of-way vacations are consistent with the requirements of Chapter 35.79 and with City of Yakima Resolution No. R-2007-126; and WHEREAS, the City Council considered and affirmed their position that that, "No compensation will be required to be paid to the City for the portion of a vacated street, alley or 1 right of way, the ownership of which will revert to the State of Washington, Yakima County or the School District, as owner of the property abutting the vacated portion of the alley, street or right of way."; and WHEREAS, no public purpose would be served by retaining the subject right-of-ways and it is in the best interests of the City and its people to grant the petitions; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF YAKIMA, WASHINGTON: Section 1. The Yakima City Council adopts and incorporates by reference the Findings and Conclusions of the Hearing Examiner's Recommendation dated May 23, 2012, which is incorporated by reference, together with the findings of the City Council set forth in the recitals above. Section 2. The City of Yakima vacates its right-of-way interest over the following real property described in Exhibit A (hereafter the Subject Right -of -Ways"), subject to, and reserving to the City of Yakima, the easement for a natural gas line within the West Spruce Street right-of-way between the alleys east and west of South 7th Avenue as shown therein. The vacation of right- of-ways approved herein shall be without compensation paid to the City in accordance with the provisions of City of Yakima Resolution No. R-2007-126. Section 3. This ordinance shall be in full force and effect 30 days after its passage, approval and publication as provided by law and by the City Charter. The clerk of the City Council shall record a certified copy of this ordinance in the office of the Yakima County Auditor. PASSED BY THE CITY COUNCIL, at a regular meeting and signed and approved this 17th day of July 2012. AT ST: Cit clerk Publication Date: July 20, 2012 Effective Date: August 19, 2012 de 2 'a . 2 Micah Cawley, j>Ulayor EXHIBIT A Subject Right -of -Ways A. Petition No. 12-02: The subject right-of-way commonly known as a segment of the alley north of West Pine Street between South 6th Avenue on the east and South 7th Avenue on the west; and being that portion of the alley way lying within Block 314 as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying northerly of the northerly right of way line of West Pine Street and southerly of the southerly right of way line of West Spruce Street. B. Petition No. 12-03: The subject right-of-way commonly known as the portion of West Spruce Street located between the alley east of South 7th Avenue and the alley west of South 7th Avenue; and as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying easterly of the easterly right of way line of the alley way within Blocks 331 and 333 of said Plat and lying westerly of the easterly right of way line of the alley way within Blocks 313 and 314 of said Plat; and EXCEPTING THEREFROM an easement for the maintenance and operation of the existing natural gas line located therein. C. Petition No. 12-04: The subject right-of-way commonly known as South 7th Avenue between West Walnut Street on the north and West Pine Street on the south; and being that portion of 7th Avenue, formerly Tacoma Avenue, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying northerly of the northerly right of way line of West Pine Street and southerly of the southerly right of way line of West Walnut Street. 3 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of: July 17, 2012 ITEM TITLE: SUBMITTED BY: CONTACT PERSON/TELEPHONE: SUMMARY EXPLANATION: Public meeting to consider the Hearing Examiner's recommendation that a portion of two streets and a portion of an alley in the vicinity of the Davis High School campus located at 212 South 6th Avenue, be vacated as petitioned by the Yakima School District. Joan Davenport, Planning Manager, Acting CED Director 576-6417 Christine Wilson, Assistant Planner 576-6736 The Yakima School District has submitted the following three petitions for the vacation of portions of two public streets and one alley in the vicinity of the Davis High School campus located at 212 South 6th Avenue: (1) Petition No. 12-02: The alley north of West Pine Street between South 6th and 7th Avenues; (2) Petition No. 12-03: West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue; and (3) Petition No. 12-04: South 7th Avenue between West Walnut Avenue and West Pine Street. The vacation requests are associated with the modernization and expansion of the existing A.C. Davis Senior High School buildings and campus. New building additions will increase the size of the school facility from approximately 243,000 square feet to approximately 328,000 square feet on various levels. Traffic and parking proposals include the vacation of the subject streets and alley, additional parking, a pedestrian courtyard, and a skybridge. Resolution Ordinance X Contract: Mail to: Contract Term: Amount: Insurance Required? No Funding Source: APPROVED FOR SUBMITTAL: Other (specify) Expiration Date: Phone: City Manager STAFF RECOMMENDATION: Staff recommends that the Hearing Examiner's recommendation be accepted, and that the Ordinance approving these vacations be adopted. BOARD/COMMISSION RECOMMENDATION: On May 23, 2012 the Hearing Examiner recommended that the City Council approve these requests for vacations of a portion of two streets and for vacation of a portion of an alley. ATTACHMENTS: Click to download 0 Ordinance for Right -of -Way Vacations YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) City Council Open Record Public Hearing July 17, 2012 EXHIBIT LIST Applicant: Yakima School District — Davis High School File Numbers: RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) Site Address: 212 South 6th Avenue Staff Contact: Christine Wilson, Assistant Planner Table of Contents CHAPTER AA Hearing Examiner's Recommendation & Decision CHAPTER A Staff Report CHAPTER B Site Plans CHAPTER C Maps CHAPTER D DST Review & Agency Comments CHAPTER E Environmental Checklist CHAPTER F Land Use Applications CHAPTER G Public Notices CHAPTER H Public Comments CHAPTER I Transportation Impact Study CHAPTER J Geotechnical Report CHAPTER K Supplemental Information CHAPTER L Additional Info Submitted at Hearing 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER AA Hearing Examiner's Recommendation & Decision DO ��� � r� it 5 R+4 rtr� D®CUNI�ENT�t ,� � au?saH..s DATE Decision Hearing Examiner's Recommendation & Decision 05/23/2012 MAY 2 3 2012 CITY OF YAKIMA PLANNING DIV. City of Yakima, Washington Hearing Examiner's Recommendation and Decision May 23, 2012 In the Matter of an Application for Street Right -of -Way Vacations, Class (3) Uses, a Variance and Administrative Adjustments Submitted by: Yakima School District ) ) ) ) ) ) To Vacate Portions of Two Streets and ) An Alley, to Demolish, Modernize and ) Construct Several Buildings, to Vary ) Height Standards for Three Buildings ) And to Adjust the Parking Space and ) The Sitescreening Standards for Davis ) High School at 212 South 6th Avenue ) RWV #02-12 CL(3) #02-12 VAR #02-12 ADJ #03-12 SEPA #05-12 A. Introduction. The introductory findings relative to the public hearing process for this application may be summarized as follows: (1) The open record public hearing for this application commenced on April 26, 2012, pursuant to standard notices that were provided for the hearing. (2) The detailed staff report presented by Assistant Planner Christine Wilson recommended approval of this application subject to conditions. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 1 C. INDEX (3) Testimony in favor of the application was presented by the applicant's representatives, Dick Loofburrow and David Peterson of Loofburrow Wetch Architects. Mr. Loofburrow described many details of this proposal to make improvements to the current high school facility which have been designed to make it an asset to the community that is more efficient, safe and secure. Mr. Peterson testified about the phasing of the project and the expected dates for commencement and completion of the improvements depending upon the funding. No one else testified on April 26, 2012. (4) The hearing was continued on the record until 9:00 a.m. on May 9, 2012 to allow the 20 days to pass from April 13, 2012, when the special notices for the street right-of-way vacation hearing were posted as required by the State street vacation statute, RCW 35.79.020. Notice of the continuance was also posted at the door of the hearing room in accordance with the State open meetings statute. (5) When the open record public hearing recommenced at 9:00 a.m. on May 9, 2012, Mr. Loofburrow testified about the timing of potential funding and the anticipated dates for commencement and completion of the project. Christine Wilson submitted no further written comments or evidence, and no one else appeared to testify relative to any aspect of this application. (6) The only written comments from any members of the public were two letters from Barbara Harris who owns a multi -family residential property at 210 South 8th Avenue. By letters of March 23, 2012 (Exhibit H -l) and April 26, 2012 (Exhibit L-1) she expressed concerns primarily about an insufficient number of parking spaces for the school and the increased traffic on nearby streets likely to result from the street vacations. (7) This recommendation and decision have been issued within ten business days of the conclusion of the open record public hearing. B. Summary of the Recommendation and the Decision. The Hearing Examiner (i) recommends that the City Council approve this request for vacation of a portion of two streets and for vacation of a portion of an alley and (ii) issues this decision to approve this application for Class (3) school building uses, for building height Variances Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 2 DOC. INDEX # M - and for an Administrative Adjustment of parking space and sitescreening standards. C. Basis for the Recommendation and the Decision. Based upon the Hearing Examiner's view of the site with no one else present on April 23, 2012; his consideration of the staff report, exhibits, testimony and other evidence that was presented at an open record public hearing commencing on April 26, 2012, and concluding on May 9, 2012; and his review of the State and City street right-of-way vacation requirements, the Yakima Urban Area Comprehensive Plan (Plan 2025) and the Yakima Urban Area Zoning Ordinance; the Hearing Examiner makes the following: FINDINGS I. Applicant/Property Owner. The applicant and property owner is the Yakima School District, 104 North 4th Avenue, Yakima, Washington 98902. II. Representative of the Applicant/Property Owner. The representative of the applicant and property owner for this application is Loofburrow Wetch Architects, 201 West Yakima Avenue, Yakima, Washington 98902. III. Location. The location of Davis High School is 212 South 6th Avenue, Yakima, Washington. The facility is located on Assessor's Parcel Numbers 181324-42481, 181324-42482, 181324-42483, 181324-43400, 181324-43401, 181324-43402, 181324- 43403, 181324-43404, 181324-43405, 181324-43407, 181324-43429, 181324-43430, Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 3 �pD EX 181324-43442, 181324-43443, 181324-43444, 181324-42452, 181324-44406, 181324- 44432, 181324-42426. IV. Application. The main aspects of this application may be described as follows: (1) The project will modernize and expand the existing A.C. Davis Senior High School buildings and campus. New building additions will increase the size of the school facility from approximately 243,000 square feet to approximately 328,000 square feet on various levels. Construction will include partial and complete demolition of some buildings, and a combination of new construction and modernization of the existing buildings. Variances to the maximum 50 -foot building height are requested for two proposed buildings and also to the existing auditorium in order to retain. its nonconforming height following modernization. (2) Traffic and parking proposals include the vacation of portions of South 7th Avenue, West Spruce Street and an alley between South 6th and South 7th Avenues. A pedestrian courtyard and a skybridge are proposed in part to allow safer passage by emergency vehicles over the area of South 7th Avenue to be vacated. (3) An Administrative Adjustment to the required number of parking spaces from 1,358 to 398 off-street spaces and an Administrative Adjustment to the sitescreening standard along the alley between South 7th and South 8th Avenues are also requested. (4) In addition, the Yakima School District is working with the City of Yakima Parks and Recreation Division for improvements to Lions Park, which includes the addition of parking and replacement of the existing tennis courts. (5) No current or future modifications are proposed to the existing trolley tracks that run through South 6th Avenue. (6) A Transportation Impact Study was prepared for the Yakima School District in October 2011 by Transpo Group. This study analyzed a number of transportation improvements that would be completed to improve site access, circulation and safety, including the three proposed right-of-way vacations. (7) A Report of Geotechnical Site Investigation was prepared for this project in June 2011 by GN Northern, Inc. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 4 DOC. INDEX V. Notices. Notice of the April 26, 2012, open record public hearing was given in the following manners: Posting of hearing notice on the property: March 2, 2012 Mailing of hearing notice to property owners within 300 feet: March 7, 2012 Publishing of hearing notice in the Yakima Herald -Republic: March 7, 2012 Additional special street right-of-way vacation notice of the May 9, 2012, continued open record public hearing was provided in the following manners: Posting of hearing notice on the right-of-way to be vacated: April 13, 2012 Posting of hearing notice in 3 of the most public places in the City: April 13, 2012 The 20 -day comment period for this application began on March 7, 2012, and concluded on March 27, 2012. Although 100 property owners within a 300 -foot radius of the site were notified of the proposal, only one written comment was submitted during the comment period. It was one of the two letters submitted by Barbara Harris which mainly expressed concerns about the number of parking spaces and the likely increase in traffic on streets near the street areas proposed for vacation. VI. Environmental Review. This application has been reviewed pursuant to the State Environmental Policy Act. On March 30, 2012, a Mitigated Determination of Non- significance (MDNS) was issued which was not appealed during the appeal period. VII. Transportation Capacity Management Ordinance. On March 2, 2012, this project was reviewed and approved for consistency with the City's Transportation Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 5 DEX Capacity Management Ordinance (YMC Ch. 12.08). It was determined that this development will not exceed the PM peak hour capacity of the City Arterial street system and that reserve capacity exists on all impacted streets. The review does not address intersection level of service or include any site development or safety issues which may be discussed at the project level or SEPA review. VIII. Zoning and Land Uses. The affected properties are located within the Multi - Family Residential (R-3) zoning district except for the City -owned property in the General Commercial (GC) zoning district where tennis courts are located. The current land use of the area within the R-3 zoning district is a senior high school facility. Adjacent properties have the following characteristics: Location Zoning Land Uses North R-3 & GC Professional Businesses & Residential East R-3 & GC Commercial Businesses & Lions Park West R-3 Residential Dwellings South R-2 & R-3 Residential Dwellings IX. Street Right -of -Way Vacation Criteria. The City's right-of-way vacation policy sets forth the following criteria that must be satisfied to grant a request to vacate City street right-of-way: (1) The petition must explain the public benefit of the project, the reasoning of the proposed vacation and the limits of the vacation. The limits of the three vacation petitions and the reasons submitted for them are as follows: Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 6 DOC. INDEX # AA -1 (a) Petition No. 12-02 requests vacation of the remaining segment of an alley north of West Pine Street between South 6th Avenue on the east and South 7`h Avenue on the west. The reasons submitted for vacation of this alley area include the fact that it is for all practical purposes already a part of the high school campus; it is located between existing classroom buildings and several portable classroom buildings; it is currently being used for student and staff site access and parking; and its vacation would allow for expansion of the existing school structures by redirecting site access and parking to other locations on the site. (b) Petition No. 12-03 requests vacation of West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue. The reasons submitted for vacation of this street area include the fact that it would contribute to unification of the campus by eliminating vehicular traffic there that is not related to the school and would allow that area to be incorporated into an expanded and unproved parking area. (c) Petition No. 12-04 requests vacation of South 7th Avenue between West Walnut Street on the north and West Pine Street on the south. The reasons submitted for vacation of this street area include the fact that it would unify the campus by eliminating a vehicular path through the middle of the campus that is heavily used in the morning and afternoon for student drop-off and pick-up; that it would allow safer student access to a new three-story science and math building to be constructed on the west side of what is currently South 7th Avenue; that it would allow a pedestrian path and courtyard to be developed where South 7th Avenue currently exists; that it would allow for the development of additional parking spaces with access directly off of West Walnut Street on the north and West Pine Street on the south; and that it would provide safer pedestrian access and movement between the areas east and west of South 7th Avenue between the existing and proposed buildings. (2) The vacation of right-of-way cannot deny sole access to any property. Approval of the vacation requests would not result in a denial of sole access to any property. All of the areas to be vacated are located entirely on the high school site. The Transportation Impact Study included with the Type (3) Review indicates that no major Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 7 DOC r # AA -I impacts are anticipated as a result of the re-routing of on-site vehicular circulation, including the vacation of these three areas. (3) Petitions should be consistent with the Six Year Transportation Improvement Plan, Urban Area Comprehensive Plan and other official City plans and policies. Vacation of the areas described in the petitions would not interfere with any planned City street improvements and would be consistent with all City plans. (4) Vacation requests should be appropriate with existing and anticipated development in the area, based on zoning, current use and long-range plans. Vacation of the areas described in the petitions would be appropriate in light of existing and anticipated development in the area which is limited to a public high school use. That use is permitted by the zoning and is not expected to change in the foreseeable future. All of the areas to be vacated are adjacent to property owned by the Yakima School District that is used for senior high school purposes. (5) Existing utilities (public and franchised) should be relocated at the developer's expense or an adequate easement provided. Where appropriate, if existing utilities are deemed unnecessary, this requirement may be waived. There will be a need to relocate utilities or provide easements if the requested vacations are granted. Approval of Petition No. 12-02 will require several existing utilities in the alley north of West Pine Street between South 6th and South 7th Avenues to be relocated. Approval of Petition No. 12-03 will require an easement to be reserved or required by the vacation ordinance for an existing gas line serving the high school that will remain in its current location. Approval of Petition No. 12-04 will require an existing six-inch water main on the east edge of South 7th Avenue to be relocated during construction. (6) Fair market appraisal and compensation to the City. City resolution R- 2007-126 specifies the circumstances under which compensation is required to be paid to the City for vacation of street rights-of-way. This resolution stipulates in part that "No compensation will be required to be paid to the City for the portion of a vacated street, alley or right of way, the ownership of which will revert to the State of Washington, Yakima County or the School District, as owner of the property abutting the vacated portion of the alley, street or right of way. Since A.C. Davis High School is owned by Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`l' Ave RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 8 1 1 1 1 1 1 11 1 1 1 1 11 t 1 INDEX 1 the Yakima School District, no compensation is required to be paid to the City for the vacation of the rights-of-way involved in these three vacation requests. X. Class (3) Review Criteria. The Hearing Examiner's findings and conclusions are required to set forth specific reasons and ordinance provisions demonstrating that his decision satisfies the following requirements set forth in Subsections 15.04.020(C) and 15.15.040(E) of the Yakima Urban Area Zoning Ordinance, Title 15 of the Yakima Municipal Code (YMC): (1) Compliance and Compatibility with Policies and Development Criteria of the Comprehensive Plan. The Future Land Use Map of the Yakima Urban Area Comprehensive Plan designates the high school property as High Density Residential and designates the City -owned tennis courts as Arterial Commercial. In each case, the underlying zoning is in compliance with the Comprehensive Plan's designation for their respective areas. In addition, goals and policies that support this application are as follows: (a) Goal 3.14: Maximize the public service and economic benefits of institutions, while minimizing the adverse impacts associated with their development, growth and expansion. (b) Policy 3.14.1: New institutions should be placed where they are compatible with surrounding land uses, and existing institutions should be developed to be compatible with adjoining land uses. (c) Policy 3.14.2: Access to institutions shall be from the nearest arterial and should not increase traffic on local residential streets. (d) Policy 3.14.3: Institutions identified as essential public facilities should meet the policy requirements under the section "Siting Essential Public Facilities" in this Comprehensive Plan. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`h Ave RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 9 Co ON EX � —( (e) Policy 3.14.4: Establish boundaries for institutions to reasonably protect established residential neighborhoods from further encroachment by institutions and allow the institutions to plan for future growth. (f) Policy 3.14.5: Require development and expansion of institutions to be reasonably compatible with the adjacent residential neighborhoods, and to reasonably minimize the parking and traffic impacts on the adjacent residential neighborhoods. (g) Goal 3.15: Work with school districts and private school officials to properly locate school facilities as necessary to maintain high quality education for Yakima residents. (h) Policy 3.15.1: Locate schools on relatively flat land that is in the center or on the borders of the neighborhoods being served. (i) Goal 3.16: Provide adequate locations for siting essential public facilities. (j) Policy 3.16.1: All essential public facilities shall be located and developed to be compatible with adjoining land uses to the greatest possible extent. (k) Policy 3.16.2: Essential public facilities shall be located in areas where they are best able to serve the individuals they are intended to serve. Davis High School has been located on this site since 1908 and was originally known as North Yakima High School. Substantial additions were constructed in the late 1970's. The high school, with the proposed modernizations and additions, will continue to function essentially as it currently does. This proposal is not anticipated to have any permanent adverse effects on the surrounding neighborhood. It will add parking spaces, improve traffic circulation and fit into the community with a design that enhances the mixed commercial and residential uses of the area. By improving current parking and traffic conditions at the high school, it will be compliant and compatible with the Comprehensive Plan goals and policies. (2) Compliance and Compatibility with the Intent and Character of the R-3 Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 10 t 1 1 1 1 t 1 1 1 1 1 1 1 1 1 ®i•'C. 1 1 ►SEX Zoning District. The proposed improvements to the Davis High School _facility are compliant and compatible with the intent of the R-3 zoning district set forth in YMC § 15.03.020(D) in part to exclude activities that are not compatible with residential uses. Senior high schools are allowed in the R-3 and GC zoning district as Class (3) uses subject to Type (3) Review. While not determinative on the issue of compatibility with residential uses, it is noteworthy here that of the 100 property owners notified of the proposed improvements, no one appeared to testify in opposition to any aspect of them and only one person submitted written comments about them. While parking and traffic issues and concerns necessarily exist where schools are located in developed urban areas, the Traffic Impact Study conducted by Transpo Group and submitted for the record resulted in recommendations that are expected to improve existing conditions. While the proposal will not totally solve all parking and traffic problems near the school, the design of the project which is the result of considerable thought and expertise should result in a facility that is more compatible with surrounding uses than the present facility. It will have aesthetically pleasing modern buildings on a coordinated closed campus with improved landscaping, traffic flow and paved parking which will be an asset to the area. (3) Compliance with the Provisions and Standards Established in the Zoning Ordinance. Applicable zoning ordinance provisions and development standards established in the zoning ordinance include the following: (a) Lot coverage: Lot coverage is permitted up to 80% within the R-3 zoning district. According to the applicant's site plan, the overall lot coverage for the Davis High School campus will be approximately 66%. (b) Setbacks: All proposed building setbacks are within standards and are therefore not at issue in this review. (c) Signs: A sign plan was not disclosed with this application. No signs are permitted within any vision clearance triangle at street intersections or driveways and curb cuts (YMC § 15.05.040). Any proposed signage shall conform to sign standards as set forth in YMC Chapter 15.08. (d) Building Height: As proposed, the new 3 -story math and science building (Building "E") to be constructed on the west side of the current location of South 7th Avenue will have an overall height of 55 feet. This exceeds the 50 Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 11 ®co DEX I I foot building height standard for this location by 5 feet. Proposed Building "C", which will house administration, library and classrooms will be located on the east side of the current location of South 7th Avenue and will have a height to midpoint of the roof of 56 feet. This exceeds the standard by 6 feet. Also requested is a 27 - foot Variance to the height of the existing stage fly loft and auditorium structures (Building "D") so that they may remain at the existing overall height of 77 feet. Building height is one of the few standards that the Administrative Official does not have the authority to increase (YMC 15.10.020). Consequently, a Variance to the height standard has been requested for these buildings which must be analyzed in light of the Variance criteria. (e) Parking: According to the application, 1,358 off-street parking spaces are required of the high school to meet the parking standard of one space for every three seats in an assembly area (2,450 new gymnasium seats = 817 spaces); one space for every three seats in an assembly area (722 performing arts theatre = 241 spaces); and one space for every four students over the age of 16 (1202 students 16 -plus = 300 spaces). At the completion of construction, the Davis High School campus will have 398 off-street parking spaces, including 12 ADA accessible spaces. In addition, although not counted as part of the required spaces, available on -street parking around the Davis High School campus will be increased by this project. The City of Yakima public parking lot located north of Lions Park and west of South 5`h Avenue will be expanded through this project and will have 77 spaces, including four ADA accessible spaces. The diagonal spaces currently located on the west side of Lions Pool on vacated South 6th Avenue will be reversed so that they slant in the opposite direction to allow them to be accessed by one-way traffic southbound on South 6`h Avenue. The number of spaces in this area will increase to 21 spaces. And 39 parallel parking spaces will be provided on the north and south sides of West Pine Street. The combination of off-street and on -street parking provides for a total of 535 spaces. Consequently, an Administrative Adjustment has been requested for the number of off-street parking spaces which must be analyzed in light of the Administrative Adjustment criteria. (f) Sitescreening: No sitescreening is required along the north, south and east boundaries of the campus. Sitescreening standard "C" is required along the Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6'h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 12 DOC. INDEX alley west of the campus between South 7th and South 8th Avenues to buffer the existing residential dwellings from the school use. Standard "C" includes a six- foot -high view -obscuring fence made of wood, masonry block, and concrete, or slatted chain link material. A three -foot -wide planting strip landscaped with a combination of trees, shrubs and groundcover along the outside of the fence is also required when the fence is adjacent to a street, alley or pedestrian way. The applicant desires to address safety, security and graffiti problems around the high school by installing a six -foot -high chain link fence without slats to allow visual monitoring of activity on both sides of the fence. In addition, the three-foot wide landscape buffer is proposed to be installed on the inside of the fence rather than on the outside for easier maintenance. The landscaping elements selected will be at a height that obscures automobile headlights. Consequently, an Administrative Adjustment has been requested for the type of sitescreening to be allowed along the west boundary of the high school site which must be analyzed in light of the Administrative Adjustment criteria. (4) Compliance with Additional Development Standards Established in the Zoning Ordinance and in other Applicable Regulations. Additional development standards established in the zoning ordinance and in other applicable regulations cited in comments of City departments at a Development Services Team meeting held on February 29, 2012, and in written comments from public agencies with an interest in the proposed development include the following: (a) Building Codes: Fire hydrants shall be provided in accordance with the 2009 International Fire Code (IFC), available fire flow, building type of construction, and as required by the City of Yakima Fire Department. Twenty - foot -wide fire apparatus access roads shall be provided to within 150 feet of all portions of buildings and facilities, be of a hard surface capable of supporting imposed loads, and be extended to fire hydrants per the IFC. Permits are required for construction, and buildings shall be designed in accordance with the 2009 International Building, Fire and Mechanical Codes, the 2009 Uniform Plumbing Code and other applicable codes and standards. Skybridges shall be designed in accordance with Section 3104 of the 2009 International Building Code (IBC), and Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 13 DOC. IN EX # Ai - I if located over a public way, shall also be designed in accordance with Chapter 32 of the IBC, as well as in accordance with other local laws and ordinances. (b) Engineering: Regarding streets and frontage improvements, the applicant has proposed improvements to the surrounding streets and intersections. Said improvements shall be subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of the City of Yakima. Modification of intersections may not be limited to adjacent frontage improve- ments only. Any improvements such as pedestrian/ADA improvements made on the applicant's side of the roadway may, in the interest of public safety and traffic considerations, cause improvements or modifications to the opposite side of the road. These shall include lighting, signing and signalization if determined to be necessary by the City Engineer. Regarding sewer service, the applicant has not submitted a sanitary sewer plan for service at this time. There is an existing 8 -inch clay sewer main that runs within the alley right-of-way from West Walnut to Tieton Drive between South 5`h Avenue and the vacated South 6th Avenue. That main, or at least the portion from West Spruce Street to West Pine Street, will need to be removed and replaced as the condition of the main is poor and will not allow for any future connection of sewer service. Additionally, the existing 8 -inch sewer within West Pine Street is a private line. This will also need to be removed and replaced if it is to be used for the improvements. Regarding trolleys, Yakima Valley Trolleys, formally Yakima Valley Transportation Company (YVT), has tracks within easements across this project. Said tracks and appurtenances shall be maintained in useable condition at all times. Any work associated with the tracks, wires and switches shall be coordinated with the City Engineer and the Yakima Valley Trolley's representative Ed Neel (509)966-5234. All work shall be approved by the City Engineer prior to any work being started on this project. Additional reasonable time shall be granted for trolley personnel to inspect work associated with or adjacent to the trolley tracks. (c) Stormwater Engineering: As this project involves clearing or grading one acre or more, a Stormwater Site Plan shall be required from the applicant. The main components of a Stormwater Site Plan are: 1. Drainage plan(s) and calculations; Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 14 )* ONDIEX # ,4A-( 2. Stormwater maintenance agreement and plan; 3. Proof that the maintenance agreement was recorded in the Yakima County Auditor's Office; and 4. Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver (Erosivity Waiver Certificate Statement required). The applicant is advised to read Chapter 7.83 of the Yakima Municipal Code to obtain all appropriate information concerning the Stormwater Site Plan and Chapter 7.82 for information concerning the Stormwater Pollution Prevention Plan. Grading and/or building permits shall not be issued without an approved Stormwater Site Plan. 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. Regarding UIC Registration, under Section 2.4 of Chapter 2 of the December 2006 edition of the Department of Ecology's Guidance for UIC Wells that Manage Stormwater, Publication Number 05-10-067, 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) prior to construction. (d) Water/Irrigation Division: There is an existing 12 -inch waterline in West Pine Street, a looped 8 -inch waterline in West Walnut Street, a looped 8 -inch waterline in South 6th Avenue and a looped 6 -inch waterline in South 7th Avenue. There are numerous existing water services and meters throughout the site. The site is in the Low Level Service Area. Static pressure range is 61 to 75 psi. With the proposed vacation of South 7th Avenue and new improvements being made within the vacated right-of-way, it may be necessary to abandon the existing 6 - inch waterline in South 7t'' Avenue. In this case, a new waterline will need to be installed between West Pine Street and West Walnut Street at an approved location and sized to meet the required fire flows for the site. There are a number of existing public fire hydrants throughout the site. All new hydrants or fire sprinkler requirements will be determined by Codes and the Fire Department. All Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 15 new public waterline facilities on-site or within proposed vacated rights-of-way shall be within a public easement that is at least 16 feet wide. All public easements required for new water facilities shall be the responsibility of the applicant to provide. Connection charges apply if a new or larger domestic water service/meter is required or if a connection to the existing main is required for a new hydrant, public watermain or fire sprinkler service. All connections to existing waterlines or facility adjustments shall be done by the City of Yakima at the owner's expense. Water Distribution Supervisor James Dean must be contacted at 575-6196 for costs and to coordinate work. Fireflow calculations are 4,000 gpm for the looped 12 -inch waterline, 2,800 gpm for the looped 8 -inch waterline and 1,600 gpm for the looped 6 -inch waterline. The subject property is within the City of Yakima's Capital Hill irrigation service area. There is an existing 4 -inch PVC irrigation main in the alley between South 7th and South 8th Avenues. There are a number of existing irrigation services available to the site. Also, there is a New Schanno Ditch Co. large diameter concrete irrigation main in South 6th Avenue. Given the proximity to the new improvements, it is recommended that this main be replaced/relocated. Dan Butler can be contacted for more information. The site plan needs to show all existing and proposed utilities, including water services and meters. For all new public waterlines required, civil plans shall be submitted for review and approval. Approved backflow protection is required on all new domestic water services and on all fire sprinkler services. A detailed plumbing fixture count is required to size any new water services/meters. (e) Yakima Transit: Yakima Transit supports the applicant's request to vacate a portion of South 7th Avenue. Yakima Transit's Route 2 and 5 travel through the intersection at West Walnut Street and South 7th Avenue, and the proposed vacation will allow traffic to flow smoother. Yakima Transit also supports the Yakima School District's request for an adjustment to the parking standard. Commute trip reduction strategies are encouraged for large employers and sites like this. The Yakima School District tries to discourage single - occupancy vehicles by busing students to the site, and they provide monthly transit passes to their students at no charge to the student. Because of this, there are fewer vehicles coming to the site, as well as a reduction in the number of vehicles Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 16 DOC. EX # AA-! parking onsite. As a condition to approving the requested adjustment, Yakima Transit requests that the Yakima School District designate off-street carpool parking spaces in areas that are more desirable locations than non -carpool parking spaces. The school district should also consider charging for single -occupant vehicle parking and provide bike racks throughout the campus. Yakima Transit's Routes 2 and 5 travel along Walnut Street at the north end of the site. There is an existing bus stop and bus pullout on the south side of Walnut between 6th and 7th Avenues. Yakima Transit typically accommodates approximately 25 to 60 youth both before and after school and a lesser number throughout the rest of the evening. Currently, there are no passenger shelters to accommodate these students. The existing development and its expansion creates a traffic impact along Walnut Street and along 5th and 6th Avenues near the site, especially just before school starts and right after school ends during the weekdays. To adequately serve the proposed development, Yakima Transit requests that the developer install a standard -sized bus pullout as determined by the City Engineer or Traffic Engineer and two passenger shelters along Walnut between 7th and 8th Avenue on the south side of the street east of the alley. The bus pullout should be located as close to the alley as possible to reduce visibility issues for drivers turning out of the parking lot at 7th Avenue. The two passenger shelters should be 5 feet by 10 feet in size and be consistent with a typical Yakima Transit passenger shelter. The shelters need to be placed so as to allow handicap access and meet standard ADA travel (pathway) widths. If there is not adequate right-of-way to accommodate these improvements, Yakima Transit requests that the School District dedicate an easement or right-of-way for that purpose. There are several reasons for choosing this new location for a bus pullout over the existing location. The existing location is on a slope and is not as maneuverable during winter weather. There is also very little room for passenger shelters at the existing site. The majority of the riders travel from this site to the east. As ridership increases, Yakima Transit would like to add a bus pullout along the designated stretch of road on the north side of the street. The existing site likely does not have adequate right-of-way with the right - turn lane that the City installed. Also, a pullout at the designated location will have less interference with passing traffic and the right -tum lane. It is anticipated that the existing bus pullout could be reused for emergency vehicle parking. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6,h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 17 ®co # AA—I Sidewalks and handicap ramps should be installed along the roads bordering the site for accessibility to the bus system by special population groups. (f) Traffic Engineering: The applicant shall implement mitigation measures recommended in the A. C. Davis High School Transportation Impact Study conducted by Transpo Group. In that study it is recommended that a pedestrian crossing be placed on the west leg of the Tieton Drive and South 7th Avenue intersection if future safety issues are present. As there is already a crossing on the east leg of that intersection, an additional crossing may not be necessary. It would seem that if additional safety measures are needed, it would be in the form of additional warning devices such as beacons or signals, or possibly improved intersection lighting. Any new street lighting that may be required shall be induction -type lighting on unclassified roadways and LED -type lighting on the classified roadways. Some pavement repair may be required between the trolley tracks on West Pine Street to make the left turn lane at South 5th Avenue viable. Additional signage is needed at West Spruce Street and South 8th Avenue to indicate that West Spruce Street is no longer a through street. On the plans there appears to be an offset of the left turn lanes on West Walnut Street at South 6th Avenue that will need to be rectified before final plans are approved. (g) Transportation Impact Study by Transpo Group dated October 2011 (see SEPA MDNS for required mitigation measures): The existing surrounding street system would generally accommodate the changes in travel patterns and anticipated growth. However, consideration should be given to the following mitigation measures and improvements recommended in the A.C. Davis High School Transportation Impact Study conducted by Transpo Group dated October 2011. At West Pine Street and South 5th Avenue, provisions for an eastbound left - turn lane along West Pine Street and a two-way left turn lane along South 5th Avenue are recommended. With this improvement, the eastbound approach would improve to Level of Service (LOS) "E" during the 15 -minute AM school peak conditions and LOS D during the 15 -minute PM school peak. The intersection of West Walnut Street and South 6th Avenue will be improved when South 6th Avenue is converted to one-way. These improvements should include re -striping the existing faded channelization, providing a left -turn arrow for the westbound Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 18 DOC. INDEX approach of West Walnut Street and installing signage for the one-way road. In addition, consideration could be given to providing a crosswalk on West Walnut Street at the west leg of the intersection and on both legs of South 6`h Avenue. A marked crosswalk on the west leg of the intersection of Tieton Drive and South 7th Avenue can be added if future safety issues are present. If problems with on -street parking arise due to growth in student population, Transportation Demand Management (TDM) and parking management strategies can be implemented. These strategies could include issuing parking permits to students to allow only a portion of the student population to drive to campus and also providing time -of - day restrictions and/or a Restricted Parking Zone (RPZ) for on -street parking. The School District or contractor should develop a construction management plan for construction to include the following: replace parking displaced during each construction phase by procuring temporary parking spaces at nearby lots; if parking cannot be replaced, employ TDM strategies such as issuing permits and not allowing all students to drive to campus; require construction workers to park within the construction area and/or require that the contractor procure parking for workers so that high school parking is not occupied by workers; require construction deliveries and worker arrival and departures to occur outside the school start and dismissal times so that construction traffic does not conflict with high school traffic; ensure proper signage to direct student and staff to parking areas and pedestrian facilities; and notify student and staff of construction activities, areas of campus that are off limits, and appropriate pedestrian and vehicle circulation in and around the campus. (h) Yakima Parks and Recreation: Portions of the Davis High School project include work to be conducted within Lions Park. Impacted areas include the existing tennis courts, basketball court, parking lot and playground. Proposed construction in Lions Park, including modifications to certain areas, have been reviewed and approved by the City of Yakima Parks and Recreation Commission and have the support of Parks and Recreation staff. The proposed changes will provide a mutual benefit to the school and Lions Park. When construction is to occur in Lions Park, the School District and contractor are requested to notify and work with the City's park maintenance staff. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 19 DOC. INDEX (i) Historical and Cultural Preservation: The bronze statue of Justice William O. Douglas that was dedicated in 2004 is located in the central courtyard of A.C. Davis High School. It will be removed and stored during construction, and reinstalled in the same position and location in the school's interior court yard (YSD Environmental Checklist 1/27/12). The original sign from "North Yakima High School" has been kept and preserved off-site by the general contractor that built the last construction project on this site in the 1970's. It will be brought back to this site and placed in a position to be determined (YSD Environmental Checklist 1/27/12). The Naches River Yakima Valley Transportation Company Car Repair Barn is listed on and is a contributing resource within the National register of Historic Places and the Washington Heritage Register Yakima Valley Transportation Company Historic District (1992). The district includes the central facility site (buildings and objects) at South 3rd Avenue and West Pine Street in Yakima, tracks and overhead lines, the Wide Hollow substation, as well as approximately 21 miles of track and associated overhead electrical lines. The YVTC operation consists of several lines providing service between distant points. The Yakima-Selah line is one of these. Others include the Wiley City line and the Gromore line. Nominated property for the Naches River YVTC Car Repair Barn includes the company's rail line, substation, warehouse, storage shed, and Naches YVTC River Bridge (Department of Archaeology & Historic Preservation, Inventory Report). YVTC tracks are located in an easement that runs through South 6th Avenue between West Pine and West Walnut Streets. Some associated trolley wire poles and overhead lines are located on City of Yakima Lions Park and tennis court property and on the YSD Davis campus. The existing trolley tracks will remain in place and no current or future modifications or improvements are included with this proposal. However, YSD is proposing to remove two portions of abandoned track spurs prior to resurfacing South 6th Avenue (YSD Type 3 Review written Narrative). (j) Yakima Valley Trolley Association (see SEPA MDNS for required mitigation measures): Contrary to the architect's statement that the "trolley system is not currently operational," the trolley system makes an annual trip to Selah over the track with a gasoline -powered vehicle to keep the line open until the overhead wire can be repaired. Repairs are expected to be commenced in Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 20 OC. IN EX 2012. Because trolley system poles are hidden in the trees on South 6th Avenue, thieves have been able to repeatedly steal wire by hiding up in the trees at night. In order to prevent this, the poles would have to be relocated to trackside in our 6th Avenue right-of-way. This should be planned for in the redevelopment. An alternative would be to leave the poles where they presently are, and completely remove the large trees that give the thieves protection. Better lighting should be afforded as well. A couple years ago the City placed poles along the parking lot near the tennis court for future feeder wire attachment and these poles need to remain, even if the parking lot is reconfigured. When 6th Avenue is excavated, it may be necessary to replace some of the ties due to rot. Presently the rails are held in place by the concrete pavement, but when this is opened up, it may be discovered that the underlying ties are rotted away. Provision needs to be made for the possible replacement of the ties. There is no objection to the removal of the unused sections of rail, but it is requested that all track materials removed in this project be deposited in the trolley yard at South 3rd Avenue and West Pine Street. Removal of all the old trees that line both sides of South 6th Avenue between West Pine Street and West Walnut Street should be considered. This would yield a number of benefits. It would completely eliminate the problem the trolleys are having with people hiding in the trees at night and cutting wire down. It would also give the architects a free hand to design the landscaping for the project in any way they want, without having to make it fit the existing tree situation. And it would save many tax dollars by not having to bring the City's arborist in periodically to prune the trees away from the trolley lines. The arborist has agreed that if the trees are not cut down, he will have to periodically prune thein so that the thieves cannot use them as a base from which to cut the wires down. (k) City of Yakima Public Works (see SEPA MDNS mitigation measures): Since parks and trees are roughly synonymous in the mind of the public, the total removal of the seven trees in question at Lions Park is not recommended. The Parks Division arborist believes that sufficient pruning can be accomplished to deny the use of these trees as a means of access for any future wire thieves. Even though periodic pruning will be necessary to maintain a secure distance from the wire(s), this is far preferable to their removal. Since the vandalism issue was first brought to the City's attention during the land use review process for Davis High Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 21 DOC. INDEX # M -I School, perhaps it needs to be mentioned that because the School District does not own these trees, it has no authority or responsibility to address the concern about theft of wire. (1) Department of Ecology: Regarding water quality, the NPDES Construction Stormwater General Permit from the Washington State Department of Ecology is required if there is a potential for stormwater discharge from a construction site with disturbed ground. This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit is a minimum of a 38 -day process and may take up to 60 days if the original SEPA does not disclose all proposed activities. The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) is prepared and implemented for all permitted construction sites. These control measures must be able to prevent soil from being carried into surface water (this includes storm drains) by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading or construction. Regarding water resources, the water purveyor is responsible for ensuring that the proposed use(s) are within the limitations of its water rights. If the proposal's actions are different than the existing water right (source, purpose, the place of use, or period of use), then it is subject to approval from the Department of Ecology pursuant to RCW Sections 90.03.380 and 90.44.100. (m) Yakima Regional Clean Air Agency: Contractors doing excavation, clearing, construction, landscaping or demolition work must file a Dust Control Plan with YRCAA and get approval, prior to the start of any work. Prior to demolishing any structures, an asbestos survey must be done by a certified asbestos building inspector. Any asbestos found must be removed by a licensed asbestos abatement contractor prior to demolition. A Notification of Demolition and Renovation (NODR) application must be filed with YRCAA and the appropriate fee should be paid. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR 02-12; ADJ #03-12; SEPA #05-12 22 DOC. INDEX # AA -I XI. Variance Review Criteria. The applicant is requesting three Variances from the 50 -foot building height standard in the R-3 zoning district prescribed by Table 5-1 in YMC Chapter 15.05 to allow (i) a 6 -foot Variance from 50 feet to 56 feet to the midpoint of the roof of a new 3 -story administration/library/ classroom building on the east side of the South 7th Avenue right-of-way; (ii) a 5 -foot Variance from 50 feet to 55 feet to the midpoint of the roof of a new 3 -story classroom building on the west side of the South 7th Avenue right-of-way; and (iii) a 27 -foot Variance from 50 feet to 77 feet at the highest point from South 6th Avenue of the stage fly loft in the existing 4 -story theater/classroom building along the south side of West Walnut Avenue which would allow that existing building to remain as originally constructed in 1937. The following seven criteria for a Variance set forth in YMC §§ 15.21.030 and .040 are all satisfied so as to allow for approval of the requested building height Variances for the following reasons: (1) That granting the Variances will be consistent with the general purpose and intent of this title and will not be injurious to the neighborhood or otherwise detrimental to the public welfare. The proposed new construction will be consistent with the general purpose and intent of the zoning ordinance because it will comply with all of the development standards adopted to implement the general purpose and intent of the zoning ordinance except for the requested building height Variances and the requested parking space and sitescreening Administrative Adjustments. Those Variances and Administrative Adjustments will also comply with the general purpose and intent of the zoning ordinance if they satisfy all the criteria of the zoning ordinance for the approval of Variances and Administrative Adjustments. The proposal will not be injurious to the neighborhood or detrimental to the public welfare because the improvements are on property where no known views exist that would be adversely affected. Davis High School has provided valuable educational benefits to promote the general welfare of the community on this site since 1908 with substantial additions constructed in the late 1970's. The application indicates that the current facility is Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 23 DOC. # AA -1 inadequate for the growing student population; that current technology, mechanical and electrical systems, and classroom sizes are inadequate to support a quality learning environment; that the proposal will accommodate future increases in student enrollment; that the proposal will replace inadequate technology, electrical and mechanical systems with state-of-the-art systems that will dramatically increase efficiencies and decrease on- going maintenance and repair costs; and that the new Performing Arts Center will become a focal point of the community and of the high school itself which is already known for its high level of participation, education and success in the Arts. (2) That granting the Variance will not permit the establishment of any use not permitted in a particular zoning district. The granting of this Variance will not permit the establishment of any use not permitted in this zoning district because the two new three-story buildings and the existing building for which the height Variances are sought will be located in the Multi -Family Residential (R-3) zone where a "Senior High School" use is a Class (3) use that may be permitted through Type (3) Review. (3) That unique circumstances exist. There must exist special circumstances or conditions, fully described in the findings, applicable to the land or structure for which the variance is sought. The special circumstances or conditions must be peculiar to such land or structure and not generally applicable to land or structures in the neighborhood. The special circumstances or conditions must also be such that the strict application of the provisions of this title would deprive the applicant of reasonable use of such land or structure. The unique and special circumstances applicable to the Davis High School land and structures that are not generally applicable to land or structures in the neighborhood which support these building height Variance requests are found in the type of use and the limited area for the high school property. The use of the site as a high school is in itself unique and special. There are no other such uses in the neighborhood. Even though additional residential property has recently been acquired to allow some additional expansion of the high school campus, funding constraints and the lack of undeveloped property adjacent to the high school site create a unique and special need to maximize the limited area available by constructing 3 -story rather than 2 -story buildings. The requested 5 -foot and 6 -foot building height Variances from 50 to 55 feet and from 50 to 56 feet for two new buildings are necessary to allow for Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 24 DCC. INDEX # -1 the reasonable construction of 3 -story building uses, and the requested 27 -foot Variance is necessary to allow for the reasonable modernization of an existing 4 -story building use. (4) That an unnecessary hardship exists and would result from denial of the requested Variance. It is not sufficient proof of hardship to show that lesser cost would result if the Variance were granted. Furthermore, the hardship complained of cannot be self-created; nor can it be established on this basis by one who purchases without knowledge of the restrictions. It must result from the application of this title to the land or structure and be suffered directly by the property in question (evidence of Variance granted under similar circumstances shall not be considered and neither nonconforming uses of neighboring lands or structures, nor buildings in other zoning districts shall be considered as controlling factors for the issuance of a Variance). Hardship exists and would result from denial of the requested Variances because the two proposed new buildings could not be 3 stories high without the requested building height Variances, and the advantages of the proposed 3 -story buildings that would efficiently utilize the limited area available for the high school use would be lost. Likewise, the existing 4 -story theater/classroom building could not be modernized without the requested building height Variance even though it has coexisted with the surrounding neighborhood without any known compatibility issues since 1937. The hardship that would result from denial of the requested building height Variances — i.e., the inability to construct two new 3 -story buildings and to modernize an existing 4 - story building that has been utilized for Davis High School purposes since 1937 -- is unnecessary. No testimony, written comments or other evidence in the record suggested that approval of the requested building height Variances would have any adverse effects of any type. To the contrary, the requested Variances would allow the limited campus area to be utilized for additional parking, landscaping and other desirable improvements. The Variances are not requested in order to lessen the cost of the buildings. The proposed 3 -story buildings obviously will not cost less than 2 -story buildings would cost. The hardship that would result from denying the requested Variances stems from the application of the zoning ordinance provision establishing a 50 -foot height limitation in the R-3 zone and from the limited area available for expansion of the high school campus without encroaching on adjacent residential neighborhoods. The circumstances relating to the type of use and the limited area available for expansion of the use which create the hardship requiring two new buildings to be 3 -story buildings and the existing 4 -story Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 25 DOC. INDEX 9'i` building to remain as originally constructed have existed for many years and were not self-created by the applicant. (5) That granting the Variance is necessary for the reasonable use of the land or structure. The granting of the requested Variances is necessary for the reasonable use of the land and structures involved because all of the evidence submitted for the record indicated that the two proposed new 3 -story buildings and the one existing 4 -story building are reasonable uses of the land which can neither be constructed nor be modernized without the requested building height Variances. (6) That the Variance as granted by the Hearing Examiner is the minimum Variance that will accomplish this purpose. All the evidence presented at the hearing was to the effect that the requested building height Variances are necessary to allow the proposed two new 3 -story buildings to be constructed and the one existing 4 -story building to remain as originally constructed in 1937. (7) That the Variance is compatible with existing and anticipated development in the secondary airport overlay. The campus is not in the primary airport overlay or in a floodway. It is in the secondary airport overlay even though it is a considerable distance from the airport. All the evidence indicated that the requested Variances are consistent with existing and anticipated development in other areas of the secondary airport overlay. The airport representatives did not respond to their notice of the application with any negative written comments or appear at the hearing to oppose the requested building height Variances. XII. Criteria for Approval of Administrative Adjustments. YMC § 15.10.020 provides flexibility by allowing certain development standards in YMC Chapters 15.05 through 15.08 to be administratively adjusted. This application requests adjustment of the off-street parking space standard of 1,358 spaces to the number of spaces that can be provided through the acquisition of additional property and the vacation of street areas on the campus — i.e. 398 off-street parking spaces and 137 on -street parking spaces for a Yakima School District Street Vacations, Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 26 iNDEX total of 535 available parking spaces. This application also requests for safety, security and maintenance purposes an adjustment of the type of sitescreening required on the west boundary of the high school property adjacent to residential uses and adjacent to an alley. The applicant requests adjustment of sitescreening standard C from a 6 -foot -high view - obscuring slatted chain link fence with a 3 -foot -wide planting strip outside the fence to a 6 -foot -high chain link fence without slats and with the 3 -foot -wide planting strip inside the fencing. Standards may be reduced or modified so long as the Reviewing Official deterrnines that the Administrative Adjustment is consistent with the purpose of the zoning ordinance, is consistent with the intent and purpose for the standard and will accomplish one or more of five objectives. The five criteria listed in YMC § 15.10.020 apply, or do not apply, to the requested adjustment of the standards governing the number of parking spaces and the type of sitescreening for the high school in the following ways: (1) Allow buildings to be sited in a manner that maximizes solar access: This criterion does not apply because it is not the purpose of any of the requested adjustments to maximize solar access to adjacent uses. (2) Allow zero lot line or common wall construction in conformance with the provisions of this title: This criterion does not apply since no zero lot line construction is proposed. (3) Coordinate development with adjacent land uses and physical features: The requested adjustments would coordinate development with adjacent land uses and physical features in the following ways: (a) Relative to the requested adjustment to the standard specifying the number of parking spaces required for a high school use of this nature, all of the evidence presented at the hearing was to the effect that the proposed project will increase of the number of off-street and on -street parking spaces available for the Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 27 ©OCD IN r�¢ high school use to the extent possible; that Davis High School currently has 301 nonconforming off-street parking spaces, including 9 nonconforming accessible spaces, which will all be rebuilt or replaced; that 22 new parking spaces will be developed using part of the vacated South 6th Avenue property and property purchased for expansion of the campus; that the number of parking spaces for Lions Park users and for events at the high school will be increased from 38 to 77 spaces, including 4 ADA spaces; that the 18 diagonal parking spaces currently located on the west side of Lions Pool on vacated South 6th Avenue will be reversed so that they slant in the opposite direction in order to allow access from one-way traffic from north to south and in order to increase the number of parking spaces to 21; that 39 parallel parking spaces will be provided on the north and south side of West Pine Street; that off-street parking spaces will increase to 398 and on -street parking spaces will increase to 137 for a total of 535 parking spaces; that the number of parking spaces required by strict enforcement of the parking space standard is simply not physically possible in and around this urban school campus; that the school district makes every effort to coordinate the use of school facilities such as gymnasiums, stadiums, and theatres so that large-scale events are not scheduled at the same time on the same site; that theater and sporting events which would draw the most traffic will typically occur at varying hours of the afternoon and evening following school dismissal; that the surrounding neighborhood consists of mixed residential, commercial, retail and business uses with varying hours of operation; and that the new paved parking lots to be constructed and the existing parking lots to be reorganized and paved will help mitigate on -street parking impacts to the surrounding neighborhoods. According to the Traffic Study performed for this project, students have several travel options for coming to and from the campus, including public transit which 10% of the students utilize, school buses, special needs buses, walking and biking. Currently, the student pick-up and drop-off activities occur in various locations around the campus. The proposed new one-way parent drop-off and pick-up area on South 6th Avenue will help to alleviate traffic and parking congestion. Allowing the proposed increases in parking spaces to the extent possible at the high school by approving the proposed development with the requested adjustment in the number of off-street parking spaces will at least improve the situation. The need for more Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`h Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 28 OCA ON EX # AA -( parking spaces than even the amount that can be added through the proposed project was one of the main concerns of the one commenter who submitted written comments. Since the proposed project will result in an increase in the number of available parking spaces for the high school use to the extent that is currently possible, it will coordinate the development of the high school property with adjacent land uses and physical features in this regard to the extent that is possible. (b) Relative to the requested adjustment to the sitescreening standard for the west boundary of the high school, all of the evidence presented at the hearing was to the effect that the proposed 6 -foot -high chain link fence without slats would coordinate the high school use with the residential neighborhood to the west by permitting visual monitoring of activity in the alley and in the parking area on both sides of the fence. That type of fence would have safety and security advantages. It would also reduce the likelihood of unsightly graffiti that would have an adverse aesthetic impact on adjacent land uses and physical features. Allowing the 3 -foot -wide planting strip to be inside rather than outside the fence would also allow the sitescreening to better coordinate with adjacent land uses and physical features by allowing the plantings to be closer to the automobile headlights they will obscure and by allowing the plantings to be easier to maintain and keep healthy in order to effectively serve their intended purpose. (4) Permit flexibility of design and placement of structures and other site improvements: The requested adjustments would permit flexibility of design and other site improvements in the following ways: (a) Granting the adjustment to the required number of parking spaces would permit flexibility in the design of the new parking areas and allow for reorganization and expansion of existing parking lots to include parking spaces which meet the length and width requirements of the zoning ordinance and which provide for proper ADA van accessible stalls. Allowing the requested number of parking spaces would also leave room for other important amenities on the campus such as courtyards and landscaping. (b) Permitting flexibility in the design of the sitescreening standards along the alley would better serve both the residential neighborhood and the school. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 29 ®OC. INDEX # AA' Omitting the slats in the fence would enhance safety, security, landscaping, maintenance and other aesthetic features of the fence. Placing the 3 -foot -wide planting strip landscaped with a combination of trees, shrubs and groundcover at a height that obscures automobiles and automobile headlights inside the fence would position them closer to the light source sought to be obscured, and the plantings could more easily and effectively be kept healthy and be otherwise maintained to serve their intended purpose. (5) Allow development consistent with a specific sub -area plan: This criterion does not apply since no sub -area plans exist to address this area. Therefore, in conclusion, the requested adjustments to the number of parking spaces and to the type of sitescreening along the west boundary of the high school site will result in more parking spaces and better sitescreening that will not compromise the stated purposes of the parking space and sitescreening standards. YMC § 15.06.010 indicates that the purposes of off-street parking standards are to reduce on -street parking, increase traffic safety, maintain smooth traffic flow and reduce the visual impact of parking lots. The requested adjustment accomplishes those purposes by increasing the number of available parking spaces to the extent physically possible given the limited area available for such uses on the high school campus. YMC § 15.07.010 indicates that the purposes of sitescreening standards are to provide a visual buffer between uses of different intensity, streets and structures; reduce erosion and stormwater runoff; protect property values; and eliminate potential land use conflicts by mitigating adverse impacts from dust, odor, litter, noise, glare, lights, signs, water runoff, buildings or parking areas. The requested sitescreening adjustment accomplishes those purposes better than the sitescreening standard described in YMC § 15.07.040(A) because safety and security measures are important at a high school, and because maintenance of fences to keep them free of graffiti and maintenance of plantings to keep them healthy can be more of a challenge at a high school than at some other locations. Both adjustments would be consistent with the purposes of the zoning ordinance to exclude activities which are not compatible with residential uses in the R-3 zoning district; would be consistent with the stated purposes of the respective standards being adjusted; and would accomplish two of the five listed objectives for an Administrative Adjustment even though only one of those objectives is required to be served in order to allow an adjustment. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 30 DOC. ONDc ,x. XIII. Consistency of the Proposed Use with Development Regulations and the Comprehensive Pian under the Criteria Required by Subsection 16.06.020B of the Yakima Municipal Code. Compliance with Subsection 16.06.020B of the Yakima Municipal Code is determined by consideration of the following factors: (1) The types of land uses permitted at the site. The proposed improvements to the Davis High School campus are "Senior High School" uses which are permitted as Class (3) uses in the Multi -Family Residential (R-3) zoning district if the applicable criteria for Class (3) uses with three building height Variances and two Administrative Adjustments to standards are satisfied, as is the case here. (2) The density of residential development or the level of development such as units per acre or other measures of density. Residential density is not being increased and the proposed improvements will not increase the current lot coverage of the high school campus of about 66%. That density is well below the maximum permissible lot coverage of 80% in the R-3 zoning district. (3) The availability and adequacy of infrastructure and public facilities. Infrastructure and public facilities are available and adequate for the proposed improvements at the high school campus. (4) The characteristics of the development relative to applicable development regulations. Since the criteria are satisfied for approval of Variances authorizing the proposed height of three buildings and for approval of Administrative Adjustments to the standards for the number of on-site parking spaces and the type of standard C sitescreening required for this proposal, the characteristics of the development are consistent with the applicable development standards. CONCLUSIONS Based upon the foregoing Findings, the Examiner reaches the following Conclusions: Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 31 INDEX #_AA � 0 (1) The Hearing Examiner has jurisdiction to recommend approval of street right- of-way vacation requests, to approve Class (3) use applications, to approve Variances and to approve Administrative Adjustments under the circumstances prescribed by the zoning ordinance, which circumstances warrant approval of this application for Class (3) uses with three Variances and two Administrative Adjustments. (2) Public notice requirements have been satisfied. (3) SEPA review resulted in the issuance of a Mitigated Determination of Nonsignificance on March 30, 2012, which imposed Mitigation Measures that became final on April 13, 2012, without any appeals being filed. (4) This project was reviewed and approved for consistency with YMC Chapter 12.08, the City's Transportation Capacity Management Ordinance, on March 2, 2012. (5) The petitions/applications for a vacation of (i) the remaining segment of an alley north of West Pine Street between South 6th Avenue on the east and South 7th Avenue on the west, (ii) West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue, and (iii) South 7th Avenue between West Walnut Street on the north and West Pine Street on the south satisfy the criteria for approval of the requested vacations without the need for payment of compensation to the City. (6) The proposed high school campus Class (3) use improvements can be adequately conditioned by the conditions set forth below so as to ensure compatibility, compliance and consistency with the objectives and standards of the Comprehensive Plan and with the intent, the character, the provisions and the development standards of the zoning district and of the zoning ordinance, including the Variance provisions thereof. (7) As conditioned, this proposal satisfies all of the criteria for approval of Class Class (3) senior high school uses, for approval of the three requested building height Variances and for approval of the requested Administrative Adjustments to the standard which specifies the requisite number of parking spaces and to the standard which specifies the requisite type of sitescreening. (8) This recommendation to approve the three requested street vacation petitions/applications will be submitted to the Yakima City Council for a final decision. This decision approving the requested Class (3) Senior High School uses with the Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 2] 2 S 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 32 C. IND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 requested building height Variances and the requested Administrative Adjustments to off- street parking space and sitescreening standards may be appealed to the Yakima City Council within the time and in the manner required by applicable City ordinance provisions. RECOMMENDATION The Hearing Examiner recommends to the Yakima City Council that the applicant's request for vacation of (i) the remaining segment of an alley north of West Pine Street between South 6th Avenue on. the east and South 7th Avenue on the west; (ii) West Spruce Street between the alley east of South 7th Avenue and the alley west of South 7th Avenue, and (iii) South 7th Avenue between West Walnut Street on the north and West Pine Street on the south described in the documents submitted for RWV #02-12 be GRANTED on the condition that a perpetual easement for the maintenance, repair and replacement of the existing natural gas line within the West Spruce Street right-of- way between the alleys east and west of South 7th Avenue be reserved or required by the street vacation ordinance with a width acceptable to the City Engineer. DECISION The proposed Class (3) Senior High School demolition of existing buildings, construction of new buildings, modernization of existing buildings and construction of other improvements with three building height Variances and two Administrative Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6`'' Ave RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 33 DOC. � iDEX Adjustments as described in Class (3) use application CL(3) #02-12, VAR #02-12, ADJ 03-12 and SEPA #05-12 are APPROVED subject to the following conditions: (1) Permits will be required for both the demolition and construction envisioned in this land use application. (2) The applicant will be responsible to ensure that the sewer infrastructure is improved or replaced in accordance with final civil plans, and as determined by the City Engineer. (3) All SEPA Mitigation Measures required by the Final MDNS issued for this application on March 30, 2012, under Planning Division File No. SEPA #05-12 shall be complied with, and copies of agency permits shall be submitted to the Code Administration prior to occupancy. (4) The proposed skybridge shall be designed in accordance with Section 3104 of the 2009 International Building Code (IBC) and Chapter 32 of the IBC, as well as other local laws and ordinances. (5) The School District and contractor shall notify the City of Yakima park maintenance staff prior to commencement of work in Lions Park, and shall thereafter coordinate and work with the City park maintenance staff during construction in Lions Park. (6) 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. (7) In accordance with Section 2.4 in Chapter 2 of the December 2006 edition of the Department of Ecology's Guidance for UIC Wells that Manage Stormwater, Publication Number 05-10-067, 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) prior to construction. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 34 DOC. it/ EX 1 (8) All connections to existing waterlines, service connections and fire hydrant installations are to be done by the City of Yakima at the expense of the applicant. (9) All new public waterline facilities on-site or within proposed vacated rights- of-way shall be located within a public easement that is at least 16 feet wide. All public easements required for the new water facilities shall be the responsibility of the applicant to provide. (10) A final site plan(s) shall be required showing all changes that may have been made subsequent to this application and any changes or conditions required by this decision or by the Yakima City Council if this decision is appealed. (11) The site plan(s) need(s) to show all existing and proposed utilities, including water services and meters. For all new public sewer and/or waterlines required, civil plans shall be submitted for review and approval. Approved backflow protection is required on all new domestic water services and on all fire sprinkler services. A detailed plumbing fixture count is required to size any new water services/meters. (12) The project approved by this decision must be commenced by the end of December 2013 and completed by the end of December 2016. DATED this 23`d day of May, 2012. Yakima School District Street Vacations; Demolish, Modernize And Construct Buildings with Height Variance and Adjustment of Standards For Davis High School, 212 S. 6th Ave. RWV #02-12; CL(3) #02-12; VAR #02-12; ADJ #03-12; SEPA #05-12 35 Gary M. Cuillier, Hearing Examiner DOC. INDEX A -I 1 1 1 1 1 11 11 1 11 11 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER A Staff Report ' t 1 • .,,, — ' V'Ir . s r. , V,-, VA' ' .' ' — r•s5t 'f.z; , -.1_, •-ist, . A A-1 Staff Report 04/26/2012 City of Yakima, Washington Division of Environmental Planning PUBLIC HEARING April 26, 2012 Application submitted by: The Yakima School District For a Type 3 Land Use Review, Three Right -of -Way Vacation Petitions, A Variance to the Building Height Standard, An Administrative Adjustment to the Parking, And Sitescreening Standards, and Environmental Review SUMMARY OF RECOMMENDATION Staff Report CL 3 #002-12 ADJ #003-12 RWV #002-12 VAR #002-12 ) SEPA #005-12 Staff Planner: Christine Wilson, Assistant Planner ) (509) 576-6736 Staff recommends the approval of this application subject to conditions. From the view of the site, the matters contained in the application, Development Services Team comments, and a review of the Yakima Urban Area Comprehensive Plan, the Yakima Urban Area Zoning Ordinance and RCW 35.79 staff makes the following: FINDINGS APPLICANT. Yakima School District 104 North 4th Avenue Yakima, WA 98902 LOCATION. 212 South 6th Avenue PARCEL NOS. 181324-42481, 181324-42482, 181324-42483, 181324-43400, 181324- 43401, 181324-43402, 181324-43403, 181324-43404, 181324-43405, 181324-43407, 181324-43429, 181324-43430, 181324-43442, 181324- 43443, 181324-43444, 181324-42452, 181324-44406, 181324-44432, 181324-42426 APPLICATION. The project concerns the modernization and expansion of the existing A.C. Davis Senior High School buildings and campus. New building additions will increase the school's size to approximately 328,000 square feet on various levels. Construction will include partial and full demolition of some buildings,' and a combination of new construction and modernization of the existing buildings Variances to the maximum 50 foot building height are requested for two proposed buildings near 7th and Walnut Avenues, and also to the existing auditorium in order to retain its non -conforming height following modernization. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 ®wv�. INDEX # -1 Page 1 Traffic and parking proposals include the vacation of portions of South 7th Avenue, West Spruce Street, and an alley between 6th and 7th Avenues. A skybridge and pedestrian courtyard are proposed on vacated 7th Avenue. An Administrative Adjustment to the required number of parking spaces from 1,358 to 398 on- site spaces and an adjustment to the site screening standard along the alley between 7th and 8th Avenues are also requested. In addition, the Yakima School District is working with the City of Yakima Parks and Recreation Division for improvements to Lion's Park, which includes the addition of parking and replacement of the existing tennis courts. No current or future modifications are proposed to the existing trolley tracks that run through 6th Avenue. CURRENT ZONING AND LAND USE. The affected properties are all located within the Multi -Family Residential (R-3) zoning district, except for the City owned parcel that currently contains the tennis courts This property is zoned General Commercial (GC). Adjacent properties surrounding the campus have the following characteristics. Location Zoning Existing Land Use North R-3 and GC Professional Businesses & Residential East R-3 and GC Commercial Businesses and Lion's Park West R-3 Residential Dwellings South R-2 and R-3 Residential Dwellings YAKIMA URBAN AREA COMPREHENSIVE PLAN COMPLIANCE. There are two different comprehensive plan designations for the affected areas The Future Land Use Map (Map 111-2) of the Comprehensive Plan designates the subject school district owned properties as High Density Residential and the City owned tennis court parcel as Arterial Commercial. In each case, the underlying zoning is in compliance with the Comprehensive Plan's designation for their respective areas. The following Goals and Policies of the Comprehensive Plan are supportive of this application. GOAL 3.14' Maximize the public service and economic benefits of institutions, while minimizing the adverse impacts associated with their development growth and expansion. Policies: 3.14.1 New institutions should be placed where they are compatible with surrounding land uses, and existing institutions should be developed to be compatible with adjoining land uses 3.14.2 Access to institutions shall be from the nearest arterial and should not increase traffic on local residential streets. 3.14.3 Establish boundaries for institutions to reasonably protect established residential neighborhoods from further encroachment by institutions and allow the institutions to plan for future growth. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. INDEX # A-1 Page 2 3.14 4 Require development and expansion of institutions to be reasonably compatible with the adjacent residential neighborhoods, and to reasonably minimize the parking and traffic impacts on the adjacent residential neighborhoods GOAL 3.15: Work with school districts and private school officials to properly locate school facilities as necessary to maintain high quality education for Yakima residents. Policies 3.15.1 Locate schools on relatively flat land that is in the center or on the borders of the neighborhoods being served. GOAL 3.16: Provide adequate locations for siting essential public facilities. Policies: 3.16.1 All essential public facilities shall be located and developed to be compatible with adjoining land uses to the greatest possible extent. 3.16.2 Essential public facilities shall be located in areas where they are best able to serve the individuals they are intended to serve. Davis High School has been located on this site since 1908 (originally known as North Yakima High School), with substantial additions constructed in the late 1970's. The proposed educational facility, with modernizations and additions will function essentially as it currently does. This proposal is not anticipated to have any permanent adverse affects on the surrounding neighborhood, and fits into the community with a design that does not detract, but enhances the mixed commercial and residential uses of the area. Therefore, this proposal can be considered to be in compliance with the City of Yakima's Urban Area Comprehensive Plan. URBAN AREA ZONING ORDINANCE. Table 4-1 of the zoning ordinance indicates that senior high schools are a permitted Class (3) use within the multi -family (R-3) and general commercial (GC) zoning districts ZONING ORDINANCE DEVELOPMENT STANDARDS. The zoning ordinance sets forth specific standards for lot size, parking, building height, sight screening, signs, lot coverage, building setbacks and fencing. What follows is an assessment of where this application meets, or does not meet, these standards. Parking According to the application, 1,358 off-street parking spaces are required of the high school to meet the parking standard of one space for every three seats in an assembly area (2,450 new gymnasium seats = 817 stalls), one space for every three seats in an assembly area (722 performing arts theatre = 241 stalls), and one space for every four students over the age of 16 (1202 students 16 -plus = 300 stalls) At the completion of construction, the Davis High School campus will have 398 on-site parking spaces, including 12 ADA accessible spaces. Therefore, the applicant is requesting and Administrative Adjustment to reduce the number of required on- site parking spaces from 1,358 to 398. According to the application, the number of parking spaces required by strict enforcement of the standard is simply not physically possible in and around this urban school campus. The school district states they make every effort to coordinate the use of school facilities such as gymnasiums, stadiums, and theatres so that large-scale events are not scheduled at the same Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 INDEX # A - t Page 3 time on the same site. Other efforts by the district to alleviate on -street parking impacts to the surrounding neighborhoods include the proposed construction of new parking lots, and the reorganization of existing parking Tots to increase the number of available stalls. According to the Traffic Study performed for this project, students have several travel options for coming to and from campus, including school and special needs buses, walking, biking, and 10% of the students use public transit. Currently, the pick-up and drop-off activities occur in various locations around the campus. The proposed new parent drop-off and pick-up area on South 6th Avenue will also help to alleviate traffic and parking congestion. In addition, although not counted as part of the required spaces, available off-site parking around the Davis campus includes the following: 1. The City of Yakima public parking lot located north of Lion's Park and west of S 5th Avenue will be expanded through this project and will have 77 spaces, including four ADA accessible spaces; 2. The diagonal spaces currently located on the west side of Lion's Pool on vacated South 6th Avenue will be reversed so that they slant in the opposite direction to allow access from one-way traffic (from north to south) on South 6th Avenue. The number of spaces in this area will increase to 21 spaces; 3. And 39 parallel parking spaces will be provided on the north and south sides of Pine Street. Together, the combination of off-street and on -street parking provides for a total of 535 spaces. Site screening No site screening is required along the north, south and east boundaries of the campus. Site screening standard "C" is required along the alley west of the campus between South 7th and 8th Avenues to buffer the existing residential dwellings from the school use Standard "C" includes a six-foot high view -obscuring fence made of wood, masonry block, and concrete, or slatted chain link material A three -foot -wide planting strip landscaped with a combination of trees, shrubs, and groundcover along the outside of the fence is also required when the fence is adjacent to a street, alley or pedestrian way. The applicant is requesting an Administrative Adjustment to standard "C" in order to address security and graffiti problems around the high school A six-foot high chain link fence without slats is proposed to allow visual monitoring of activity on both sides of the fence. In addition, the three-foot wide landscape buffer is proposed to be installed on the inside of the fence rather than on the outside for easier maintenance The landscaping elements selected will be at a height that obscures automobile headlights. Building height As proposed, the new three-story math and science building, (building "E") to be constructed on the west side of (currently) South 7th Avenue will have an overall height of 55 feet. This exceeds the 50 foot building height standard for this location by 5 feet. Proposed Building "C", which will house administration, library and classrooms will be located on the east side of (currently) South 7th Avenue and will have a height to midpoint of the roof of 56 feet, exceeding the standard by 6 feet. Also requested is a 27 -foot variance to the height of the existing stage fly loft and auditorium structures (building "D"), so that they may remain at the existing overall height of 77 feet. Building height is one of the few standards that the administrative official does not have the authority to increase (YMC 15.10.020.). Consequently, a variance to the height standard has been requested and will be reviewed later in this report. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 INDEX Page 4 1 11 Signs A sign plan was not disclosed with this application. No signs shall be permitted within any vision clearance triangle at street intersections or driveways and curb cuts (YMC § 15.05.040) Any proposed signage shall. conform to sign standards as set forth in YMC § 15.08. Lot coverage Lot coverage is permitted at 80 percent within the R-3 zoning district. According to the applicant's site plan, the overall lot coverage for the Davis High School campus is approximately 66 percent. Setbacks All proposed building setbacks are within standards and are therefore not at issue in this review. Administrative Adjustment of Some Development Standards Authorized: YMC § 15.10.020 provides flexibility by allowing certain development standards in YMC Chapters 15.05 through 15.08 to be administratively adjusted. A particular standard may be reduced or modified, so long as, the Administrative Official determines that the adjustment and/or reduction is consistent with the purpose and intent of the standards, and will accomplish one or more of the following objectives. A. AIIow buildings to be sited in a manner which maximizes solar access: According to the application, the buildings will employ passive solar and day - lighting strategies and feature building orientation for day -lighting and design measures for sun control. B. AIIow zero lot line or common wall construction in conformance with the provisions: Does not apply, no zero lot line or common wall construction is proposed. C. Coordinate development with adjacent land uses and the physical uses: Davis High School has been serving the community at this location since 1908. The modernization and replacement of the buildings, the expansion and reorganization of the parking lots, and the vacation of public right-of-ways will coordinate the school campus with the adjacent residential neighborhood, commercial businesses, and Lion's Park. The proposed reduction in required parking for the school should not have an adverse impact on the neighborhood because the construction of additional parking stalls, improvements to the existing parking Tots, and the new student drop-off area on S. 6th Avenue will enhance the overall traffic flow around the campus. Staff and students currently utilize several alternate modes of transportation to and from school and these practices should increase as the area becomes increasingly urban in nature. The surrounding neighborhood consists of mixed residential, commercial, retail and business uses with varying hours of operation. Theatre and sporting events which would draw the most traffic will typically occur at varying hours of the afternoon and evening following school dismissal. Additional on -street parking around the campus and at Lion's Park will also be available for any overflow parking from planned events at the auditorium and gymnasiums. Yakima School District, A.0 Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 dN®EXA-1 Page 5 The requested adjustment to the sitescreening standards will coordinate the school use with the residential neighborhood to the west by providing a buffer as well as site security. A six-foot tall chain link fence will separate the school parking lot from the alley and homes, but will not be slatted in order to deter graffiti and allow visual monitoring of activity on both sides of the fence. A three- foot wide landscaping buffer on the inside of the fence will provide screening of vehicles and headlights as well as add beauty with well-maintained plantings. D. Permit flexibility of design and placement of structures and other site improvements: Approval of the requested adjustments permits flexibility by bringing the proposed school campus development into compliance with current building and zoning standards. Granting the adjustment to the required number of parking spaces permits flexibility in the design of the new parking areas and to allow for reorganization and expansion of existing parking Tots to include parking stalls that meet the length and width requirements of the zoning ordinance, as well as providing for proper ADA van accessible stalls. Permitting flexibility to the design of the sitescreening standards along the alley will better serve both the residential neighborhood and the school by providing safety; security and landscaping that will enhance both uses. G Allow development consistent with a specific sub -area plan adopted by the appropriate jurisdiction: This criterion does not apply since no sub -area plans exist to address this area. Therefore, in summary, the proposed aesthetically pleasing modern buildings located on a coordinated closed campus with improved landscaping, traffic flow, and paved parking will be an asset to the area. This proposal could be considered compatible with the neighborhood and would comply with the Yakima Urban Area Zoning Ordinance if properly conditioned, and following a Class (3) public hearing RIGHT-OF-WAY VACATION CRITERIA FOR VACATION OF RIGHT-OF-WAYS City policy provides specific guidelines for rights-of-way vacations. These guidelines include five criteria that must be met in the granting of vacation petitions. They are as follows for each of the three requested right-of-way vacations. 1) The petition must explain the public benefit of the project, the reasoning of the proposed vacation and the limits of the vacation. Applicant's response: (A) - Petition No. 12-02. The alley between South 6th and South 7th Avenues (Alley Way, Block 314) is for all practical purposes a part of the high school campus. It is located between existing classroom buildings and several portable classroom buildings. It is currently being used for student and staff site access and parking. The vacation and closure of the alley is being requested to allow for expansion of the existing school structures and redirect site access and parking elsewhere on the site. Applicant's response: (B) - Petition No. 12-03: West Spruce Street between the alleys west and east of South 7th Avenue will contribute to unification of the campus as a whole, i e. no non - Yakima School District, A.0 Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 INDEX Page 6 school related vehicular traffic on site. This portion of Spruce Street will be incorporated into the rebuilt and expanded parking area. Applicant's response: (C) - Petition No. 12-04: Vacating South 7th Avenue between West Walnut and Pine Streets will unify the campus and eliminate a heavily used (morning and afternoon student drop-off and pick-up) vehicular path through the middle of the campus. The high school construction project includes the addition of a new three-story science and math building on the west side of what is currently 7th Avenue. A pedestrian path and courtyard will be developed where the current S. 7th Avenue exists, along with additional parking with access directly off of Pine and Walnut streets. The Transportation Impact Study included with the Type 3 review reiterates that the vacation will provide safer pedestrian access between the areas east and west of S. 7th Avenue and more efficient mobility between the existing and proposed buildings. 2) The vacation of right-of-way does not deny any sole access to any property. Applicant's response. (A) - Petition No. 12-02: The vacation of the alley between South 6th and South 7th Avenues (Alley Way, Block 314) will not deny sole access to a public street for any property. The alley proposed to be vacated will be entirely on the high school site. The Transportation Impact Study included with the Type 3 review indicates that no major impacts are anticipated as ,a result of the re-routing of on-site vehicular circulation, including vacating this alley. Applicant's response: (B) - Petition No. 12-03: The vacated portion of West Spruce Street between the alleys west and east of South 7th Avenue will be entirely on the high school site. Spruce Street from east of South 7th Avenue to South 6th Avenue has already been vacated and is currently part of the campus. Applicant's response: (C) - Petition No. 12-04: The vacated portion South 7th Avenue between West Walnut and Pine Streets will be entirely on the high school site. The Transportation Impact Study indicates that no major impacts are anticipated as a result of the re-routing of on- site vehicular circulation, including vacating S. 7th Avenue. 3) Petitions should be consistent with the six year Transportation Improvement Plan, Urban Area Comprehensive Plan and other official city plans and policies Applicant's response: (A) - Petition No. 12-02: The proposed vacation of the alley between South 6th and South 7th Avenues (Alley Way, Block 314) does not interfere with existing plans of the City. Applicant's response: (8) - Petition No. 12-03: Yes, the proposed vacation of West Spruce Street between the alleys west and east of South 7th Avenue is consistent with the City's existing plans. Applicant's response: (C) - Petition No. 12-04: Yes, the proposed vacation of South 7th Avenue between West Walnut and Pine Streets is consistent with the City's existing plans. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 ooc. INDEX # A Page 7 4) Vacation requests should be appropriate with existing and anticipated development in the area, based on zoning, current use and Tong -range plans. Applicant's response: (A) - Petition No. 12-02: Yes, the vacation of the alley between South 6th and South 7th Avenues (Alley Way, Block 314) is appropriate with existing zoning and land use. The existing land use on both sides of the alley is for "Senior High School" and is owned by the Yakima School District. Applicant's response: (B) - Petition No. 12-03: Yes, the vacation of West Spruce Street between the alleys west and east of South 7th Avenue is appropriate with existing zoning and land use. The existing land use on both sides of the alley is for "Senior High School" and is owned by the Yakima School District. Applicant's response: (C) - Petition No. 12-04: Yes, the proposed vacation of South 7th Avenue between West Walnut and Pine Streets is appropriate with existing zoning and land use. The existing land use on both sides of the alley is for "Senior High School" and is owned by the Yakima School District. 5) Existing utilities (public and franchised) should be relocated at the developer's expense or an adequate easement provided. Where appropriate, if existing utilities are deemed unnecessary, this requirement may be waived. Applicant's response: (A) - Petition No. 12-02: Several existing utilities will be relocated. Applicant's response: (B) - Petition No. 12-03: An existing gas line that serves the high school will remain. **Staff notes that this will require the retention of an easement for this gas line in the right-of-way vacation ordinance Applicant's response: (C) - Petition No. 12-04: There is currently a six-inch water main on the east edge of S. 7th Avenue, which will be relocated during construction. FAIR MARKET APPRAISAL AND COMPENSATION TO THE CITY City resolution R-2007-126 specifies the requirements under which compensation is required to be paid to the city for acquisition of publically owned streets. Section one, subsection D of this resolution stipulates that, "No compensation will be required to be paid to the City for the portion of a vacated street, alley or right of way, the ownership of which will revert to the State of Washington, Yakima County or the School District, as owner of the property abutting the vacated portion of the alley, street or right of way. Since A.C. Davis High School is owned by the Yakima School District, no compensation need be paid to the City for the vacation of the three street rights -of -ways TRAFFIC STUDY A Transportation Impact Study was prepared for the Yakima School District in October 2011 by Transpo Group of Kirkland, Washington. This study analyzed a number of transportation improvements that would be completed to improve site access, circulation and safety, including the three proposed right-of-way vacations. GEOTECHNICAL REPORT A Report of Geotechnical Site Investigation was prepared for this project in June 2011 by GN Northern, Inc., Yakima, Washington. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOL. Page 8 11 11 11 11 11 1 1 1 1 1 1 1 11 1 1 1 1 1 1 VARIANCES As mentioned earlier in this report there is a maximum building height standard of 50 feet in the R-3 zoning district where the high school is located The school district has requested three height variances for new and existing buildings proposed for this project. Since building height standards are not subject to modification using the Administrative Adjustment procedures of YMC Chapter 15.10 the variance procedures of YMC Chapter 15.21 must be utilized to achieve their desired height. Chapter 15 21.030 of the City of Yakima's Municipal Code stipulates that, "A variance shall be granted only when the applicant demonstrates that the variance will not be contrary to the public interest, is not self-created, and that practical difficulty and unnecessary hardship will result if it is not granted. The applicant must clearly establish and substantiate that the request for variance conforms to all the requirements and standards listed below:" A. Would granting the variance be consistent with the general purpose and intent of this title and will not be injurious to the neighborhood or otherwise detrimental to the public welfare? Applicant's response: Granting the variances will be consistent with the existing architecture and would not be injurious or detrimental to the public welfare. Note that the fly loft of the existing stage built in 1937 is about 77 feet high above the 6th Avenue elevation. B. Would granting the variance permit the establishment of any use not permitted in a particular zoning district? Applicant's response: Granting the variance would not permit the establishment of any use not permitted in this particular zoning district. "Senior High School" is a Class (3) use in the R-3 zoning district which may be allowed following a public hearing. C. Does a unique circumstance exist that is not generally applicable to land or structures in the neighborhood? Applicant's response: This is a school campus with existing buildings three or more stories in height. Granting the variance will allow expansion of the school facility, including new three- story classroom buildings. D. Would the strict application of the provisions deprive the applicant of reasonable use of such land or structure? Applicant's response: Yes, programmed expansion of the school, in regards to the square footage needed to adequately house the student population, requires that three-story buildings be constructed on the limited site area available. E. Does an unnecessary hardship exist? Applicant's response: Yes, unnecessary hardship does exist. Programmed expansion of the school, in regards to the square footage needed to adequately house the student population, requires that three-story buildings be constructed on the limited site area available. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 p DOC. INDEX # A-1 Page 9 F. What is the minimum variance needed? Applicant's response: 1 Building "C": overall height is 62 feet; height to midpoint of roof is 56 feet — a six-foot variance is requested. 2. Building "E": overall height is 55 feet; height to midpoint of roof is 55 feet — a five- foot variance is requested. 3. Building "D": The highest overall height of the existing building is 77 feet at the stage fly loft, and 71 feet at the existing auditorium parapet (built in 1937). A 27 -foot variance is requested to allow the existing structures to remain. G. Is the property located in the Floodplain or Airport Overlay? Applicant's response: The property is not located in the floodplain or the Primary Airport Overlay, but lies within the Secondary Airport Overlay zone as described in Section 15.30.030 of the UAZO. DEVELOPMENT SERVICES TEAM (DST) REVIEW. A DST meeting was held on February 29, 2012 for technical review of this project. The following responses were submitted in connection with this application. Building Codes Glenn Denman • Fire hydrants shall be provided in accordance with the 2009 International Fire Code (IFC), available fire flow, building type of construction, and as required by the City of Yakima Fire Department • 20 foot wide fire apparatus access roads shall be provided to within 150 feet of all portions of buildings and facilities, be of a hard surface capable of supporting imposed Toads, and be extended to fire hydrants per the IFC. • Permits are required for construction, and buildings shall be designed in accordance with the 2009 International Building, Fire, and Mechanical Codes, the 2009 Uniform Plumbing Code, and other applicable codes and standards. • Sky Bridges shall be designed in accordance with Section 3104 of the 2009 International Building Code (IBC), and if located over a public way, shall also be designed in accordance with Chapter 32 of the IBC, as well as other local laws and ordinances. Engineering (see SEPA MDNS for required mitigation measures) Dan Ford • Streets/Frontage Improvements The applicant has proposed improvements to the surrounding streets and intersections. Said improvements shall be subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of the City of Yakima. Modification of intersections may not be limited to adjacent frontage improvements only. Any improvements such as pedestrian/ADA improvements made on the applicant's side Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. �p IpDE Page 10 of the roadway may, in the interest public safety and traffic considerations, cause improvements or modifications to the opposite side of the road. These shall include lighting, signing and signalization if determined to be necessary by the city engineer. • Sewer The applicant has not submitted a sanitary sewer plan for service at this time There is an existing 8 -inch clay sewer main that runs within the alley right-of-way from West Walnut to Tieton Drive between 5th Avenue and the vacated 6th Avenue. That main or at least the portion from Spruce Street to Pine Street will need to be removed and replaced as the condition of the main is poor and will not allow for any future connection of sewer service. Additionally, the existing 8 -inch sewer within West Pine Street is a private line. This will also need to be removed and replaced if it is to be used for the improvements. • Trolleys Yakima Valley Trolley's, Formally Yakima Valley Transportation Company (YVT) has tracks within easements across this project. Said tracks and appurtenances shall be maintained in useable condition ,at all times. Any work associated with the tracks, wires, and switches shall be coordinated with the City Engineer and the Yakima Valley Trolley's representative Ed Neel (509)966-5234 All work shall be approved by the city Engineer prior to any work being started on this project. Additional reasonable time shall be granted for trolley personnel to inspect work associated or adjacent to the trolley tracks. Stormwater Engineering Randy Meloy • Stormwater As this project involves clearing or grading one acre or more, a Stormwater Site Plan shall be required from the applicant. The main components of a Stormwater Site Plan are: 1. Drainage plan(s) and calculations 2 Stormwater maintenance agreement and plan 3. Proof that the maintenance agreement was recorded in the Yakima County Auditor's Office 4. Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver (Erosivity Waiver Certificate Statement required) The applicant is advised to read Chapter 7.83 of the Yakima Municipal Code to obtain all appropriate information concerning the Stormwater Site Plan and Chapter 7.82 for information concerning the Stormwater Pollution Prevention Plan. Grading and/or building permits shall not be issued without an approved Stormwater Site Plan. 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 Chapter 2 Section 2.4 of the December 2006 edition of the Department of Ecology's Guidance for UIC Wells that Manage Stormwater Publication Number 05-10-067, Underground Injection Control (UIC) wells constructed on or after Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. ' A-� Page 11 February 3, 2006 are considered new and must be registered with the Department of Ecology (DOE) prior to construction. Water/Irrigation Division Mike Shane • There's an existing looped 12" waterline in W. Pine St., a looped 8" waterline in W. Walnut St., a looped 8" waterline in S. 6th Avenue and a looped 6" waterline in S. 7th Ave.. There are numerous existing water services and meters throughout the site. The site is in the Low Level Service Area. Static pressure range is 61-75 psi. • With the proposed vacation of S 7th Avenue and new improvements being made within the vacated right-of-way, it may be necessary to abandon the existing 6" waterline in S. 7th Avenue. In this case, a new waterline will need to be installed between W Pine ST. and W. Walnut St. at an approved location and sized to meet the required fire flows for the site. • There are a number of existing public fire hydrants throughout the site. All new fire hydrants or fire sprinkler requirements to be determined by Codes and Fire Dept. • All new public waterline facilities on-site or within proposed vacated right-of-way shall be in a minimum 16' public easement. All public easements required for the new water facilities shall be the responsibility of the applicant to provide. • Connection charges: Only applies if a new or larger domestic water service/meter is required. • Service Installation Charges: Only if a new or larger domestic water service/meter is required or if a connection to the existing main is required for a new fire hydrant, public water main or fire sprinkler service. All connections to existing waterlines or facility adjustments shall be done by the City of Yakima at the owner's expense. Contact James Dean, Water Distribution Supervisor (575-6196) for costs and to coordinate work. • Fireflow calculations: Existing looped 12" - 4,000gpm, looped 8" - 2,800gpm, looped 6" - 1,600gpm • The site is within the City of Yakima's Capitol Hill irrigation service area. There is an existing 4" PVC irrigation main in the alley between S. 7th and S 8th Avenues. There are a number of existing irrigation services available to the site. Also, there is a New Schanno Ditch Co. large diameter concrete irrigation main in S. 6th Avenue Given the proximity to the new improvements, it is recommended that this main be replaced/relocated. Contact Dan Butler (930-9001) for more information and to coordinate • The site plan needs to show all existing and proposed utilities, including water services and meters. For all new public waterlines required, civil plans shall be submitted for review and approval. Approved backflow protection required on all new domestic water services and on all fire sprinkler services A detailed plumbing fixture count is required to size any new water services/meter. Yakima Transit (see SEPA MDNS for required mitigation measures) Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 INDEX Page 12 Kevin Futrell: • Yakima Transit supports the applicants request to vacate a portion of 7th Avenue. Yakima Transit's Route 2 & 5 travel through the intersection at Walnut and 7th Avenue and the proposed vacation will allow traffic to flow smoother. • Yakima Transit supports the Yakima School District's request an adjustment to the parking standard. Commute trip reduction strategies are encouraged for large employers and sites like this. The Yakima School District tries to discourage single -occupancy vehicles by bussing students to the site and they provide monthly transit passes to their students at no charge to the student. Because of this, there are fewer vehicles coming to the site, as well as a reduction in the number of vehicles parking onsite. As a condition to approving the requested adjustment, Yakima Transit requests that the Yakima School District designate onsite carpool parking stalls in areas that are more desirable locations than non -carpool parking spaces. The school district should also consider charging for single -occupant vehicle parking and provide bike racks throughout the campus. • Yakima Transit's Routes 2 & 5 travel along Walnut at the north end of the site. There is an existing bus stop and bus pullout on the south side of Walnut between 6th and 7th Avenues. Yakima Transit typically accommodates approximately 25-60 youth both before and after school and a lesser amount throughout the rest of the evening Currently, there are no passenger shelters to accommodate these students. The existing development and its expansion creates a traffic impact along Walnut Avenue and along 6th and 5th Avenues near the site, especially just before school starts and right after school ends during the weekdays. • To adequately serve the proposed development, Yakima Transit requests that the developer install a standard -sized bus pullout as determined by the City Engineer or Traffic Engineer and two passenger shelters along Walnut between 7th and 8th Avenue on the south side of the street east of the alley. The bus pullout should be located as close to the alley as possible to reduce visibility issues for drivers turning out of the parking lot at 7th Avenue. The two passenger shelters should be size 5'x10' and be consistent with a typical Yakima Transit passenger shelter. The shelters need to be placed so as to allow handicap access and meet standard ADA travel (pathway) widths If adequate right of way doesn't exist to accommodate these improvements, Yakima Transit requests that the School District dedicate an easement or right-of-way for that purpose. • There are several reasons for choosing this new location for a bus pullout over the existing location. The existing location is located on a slope and not as maneuverable during winter weather. There is also very little room for passenger shelters at the existing site. The majority of the riders travel from this site to the east. As ridership increases, Yakima Transit would like to add a bus pullout along the designated stretch of road on the north side of the street. The existing site likely doesn't have adequate right of way with the right -turn lane that the City installed. Also, a pull out at the designated location will have less interference with passing traffic and the right -turn lane. It is anticipated that the existing bus pullout could be reused for emergency vehicle parking. • Sidewalks and handicap ramps should be installed along the roads bordering the site for special population group's accessibility to the bus system. Traffic Engineering (see SEPA MDNS for required mitigation measures) Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. INDr►r Page 13 Joe Rosenlund • The applicant shall implement mitigations recommended in the A. C. Davis High School Transportation Impact Study conducted by Transpo Group. In that study it is recommended that a pedestrian crossing be placed on the west leg of the Tieton Drive and S 7th Avenue intersection if future safety issues are present. As there is already a crossing on the east leg of the intersection, I am unsure if an additional crossing is necessary. It would seem that if additional safety measures are needed it would be in the form of additional warning devices such as beacons or signals, or possibly improved intersection lighting. • Any new street lighting that may be required shall be induction type lighting on unclassified roadways and LED type lighting on the classified roadways • Some pavement repair may be required between the trolley tracks on Pine Street to make the left turn lane at 5th Avenue viable. • Additional Signage is needed at Spruce Street and 8th Avenue to indicate that Spruce Street is no longer a through street. • On the plans submitted, there appears to be an offset of the left turn lanes on Walnut Street at 6th Avenue That will need to be rectified before final plans are approved. Transportation Impact Study by Transpo Group, dated October 2011 (see SEPA MDNS for required mitigation measures): • The existing surrounding street system would generally accommodate the changes in travel patterns and anticipated growth; however, consideration should be given to the following mitigation measures and improvements: A.C. Davis High School Transportation Impact Study conducted by Transpo Group, dated October 2011: • West Pine Street / South 5th Avenue: Provision of an eastbound left -turn lane along W. Pine Street and a two-way left turn lane along S 5th Avenue. With this improvement, the eastbound approach would improve to Level of Service (LOS) "E" during the 15 -minute AM school peak conditions and LOS D during the 15 -minute PM school peak. • West Walnut Street / South 6th Avenue: This intersection will be improved when S. 6th Avenue is converted to one-way These improvements should include re -striping the existing faded channelization including providing a left -turn arrow for the westbound approach of W. Walnut Street and installation of signage for the one-way road. In addition, consideration could be given to providing a crosswalk on W. Walnut Street at the west leg of the intersection and on both legs of S 6th Avenue • Tieton Drive / South 7th Avenue: Consider adding a marked crosswalk on the west leg of this intersection if future safety issues are present. • On -Street Parking. If problems arise with growth in student population, implement Transportation Demand Management (TDM) and parking management strategies. These strategies could include issuing parking permits to students to allow only a portion of the student population to drive to campus. Providing time -of -day restrictions and/or a Restricted Parking Zone (RPZ) for on -street parking. Yakima School District, A.0 Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 INDEX Page 14 • Construction: The School District or contractor should develop a construction management plan and include the following: o Replace parking displaced during each construction phase by procuring temporary parking spaces at nearby lots o If parking cannot be replaced, employ TDM strategies such as issuing permits and not allowing all students to drive to campus. o Require construction workers to park within the construction area and /or that the contractor procures parking for workers so high school parking is not occupied by workers. o Require construction deliveries and worker arrival and departures to occur outside the school start and dismissal times, so construction traffic does not conflict with high school traffic. o Ensure proper signage to direct student and staff to parking areas and pedestrian facilities. o Notice student and staff on construction activities, areas of campus that are off limits, and appropriate pedestrian and vehicle circulation in and around the campus. Yakima Parks and Recreation Ken Wilkinson • Portions of the Davis High School project include work to be conducted within Lions Park. Impacted areas include the existing Tennis Courts, Basketball Court, Parking Lot and Playground. Proposed construction in Lions Park, including modifications to certain areas, have been reviewed and approved by the City of Yakima Parks and Recreation Commission, and have the support of Parks and Recreation staff. The proposed changes will provide a mutual benefit to the school and Lions Park. • We ask that when construction is to occur in Lions Park that the school district and contractor notify and work with Park Maintenance Staff. Historical and Cultural Preservation: • The bronze statue of Justice William O. Douglas that was dedicated in 2004 is located in the central courtyard of A.C. Davis High School It will be removed and stored during construction, and reinstalled in the same position and location in the school's interior court yard (YSD Environmental Checklist 1/27/12) • The original sign from "North Yakima High School" has been kept and preserved off-site by the general contractor that built the last construction project on this site in the 1970's. It will be brought back to this site and placed in a position to be determined (YSD Environmental Checklist 1/27/12). • The Naches River Yakima Valley Transportation Company Car Repair Barn is listed on and is a contributing resource within the National register of Historic Places and the Washington Heritage Register Yakima Valley Transportation Company Historic District (1992). The district includes the central facility site (buildings and objects) at South 3rd Avenue and West Pine Street in Yakima, tracks and overhead lines, the Wide Hollow substation, as well as approximately 21 miles of track and associated overhead electrical lines. The YVTC operation consists of several lines providing service between distance points The Yakima-Selah line is one of these. Others include the Wiley City line and the Gromore line. Nominated property for the Naches River YVTC Car Repair Barn includes Yakima School District, A.C. Davis Senior High School 212 South 66 Avenue Yakima, WA 98902 DOC INDEX Page 15 the company's rail line, substation, warehouse, storage shed, and Naches YVTC River Bridge (Dept. of Archaeology & Historic Preservation, Inventory Report). • YVTC tracks are located in an easement that runs through South 6th Avenue between Pine and Walnut Streets. Some associated trolley wire poles and overhead lines are located on City of Yakima Lions Park and tennis court property and on the YSD Davis campus. The existing trolley tracks will remain in place and no current or future modifications or improvements are included with this proposal. However, YSD is proposing to remove two portions of abandoned track spurs prior to resurfacing 6th Avenue (YSD Type (3) Review written Narrative). Yakima Valley Trolley Association (see SEPA MDNS for required mitigation measures) Ken Johnson, President • Contrary to the architect's statement the "trolley system is not currently operational", we make an annual trip to Selah over the track with a gasoline powered vehicle to keep the line open until the overhead wire can be repaired. We anticipate 2012 being the year repairs are finally commenced. • Because our poles are hidden in the trees on 6th Avenue, thieves have been able to repeatedly steal our wire by hiding up in the trees at night. In order to prevent this, we need to have our poles relocated to trackside in our 6th Avenue right of way. This should be planned for in the redevelopment. An alternative would be to leave our poles where they presently are, and completely remove the large trees that give the thieves protection. Better lighting should be afforded as well. • A couple years ago the City placed poles along the parking lot near the tennis court for our future feeder wire attachment and these poles need to remain, even if the parking lot is reconfigured. • When 6th Avenue is excavated, it may be necessary for them to replace some of our ties due to rot. Presently the rails are held in place by the concrete pavement, but when this is opened up, it may be discovered that the underlying ties are rotted away. Provision needs to be made for the possible replacement of the ties. • We have no objection to the removal of the unused sections of rail, but ask that all track materials removed in this project be deposited in our yard at 3rd Avenue and Pine Street. • I would like your committee to consider the idea of removing all the old trees that line both sides of 6th Avenue between Pine Street and Walnut Street. This would yield a number of benefits' It would completely eliminate the huge problem the trolleys are having with people hiding in the trees at night and cutting our wire down. It would also give the architects a free hand to design the landscaping for the project in any way they want, without having to make it fit the existing tree situation. And it would save many tax dollars by not having to bring the city's arborist in every now and then to prune the trees away from the trolley lines. (Our member Ed Neel recently met with the arborist at the site and the arborist agreed if the trees are not cut down, that he will have to come periodically and prune them for us so that the thieves cannot use them as a base from which to cut our wires down. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 Page 16 City of Yakima Public Works (see SEPA MDNS mitigation measures) Chris Waarvick, Director • "Parks and trees being more or less synonymous in the mind of the public, the total removal of the seven trees in question at Lion's Park is not an option that I would offer. After consulting with Randy Murphy, our Parks Division arborist, the City of Yakima believes that sufficient pruning can be accomplished to deny the use of these trees as a means of access for any future wire thieves. In saying this we' do realize that periodic pruning will be necessary to maintain a secure distance from your wire(s), but we believe that this is far preferable to their removal. Since your vandalism issue was first brought to our attention during the land use review process for Davis High School, perhaps it needs to be mentioned that because the school district doesn't own these trees, they have no authority or responsibility to address your concern " Department of Ecology Gwen Clear • Water Quality: The NPDES Construction Stormwater General Permit from the Washington State Department of Ecology is required if there is a potential for stormwater discharge from a construction site with disturbed ground. This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit is a minimum of a 38 -day process and may take up to 60 days if the original SEPA does not disclose all proposed activities The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) is prepared and implemented for all permitted construction sites. These control measures must be able to prevent soil from being carried into surface water (this includes storm drains) by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading or construction. • Water Resources: The water purveyor is responsible for ensuring that the proposed use(s) are within the limitations of its water rights. If the proposal's actions are different than the existing water right (source, purpose, the place of use, or period of use), then it is subject to approval from the Department of Ecology pursuant to RCW Sections 90.03.380 and 90.44 100. Yakima Regional Clean Air Agency Hasan M. Tahat • Contractors doing excavation, clearing, construction, landscaping or demolition work must file a Dust Control Plan with YRCAA and get approval, prior to the start of any work. • Prior to demolishing any structures an asbestos survey must be done by a certified asbestos building inspector • Any asbestos found must be removed by a licensed asbestos abatement contractor prior to demolition. • A Notification of Demolition and Renovation (NODR) application must be filed with YRCAA and the appropriate fee should be paid. Yakima School District, A.0 Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. IN Page 17 TRAFFIC CONCURRENCY This project was reviewed and approved for consistency with YMC Ch. 12.08 Transportation Capacity Management Ordinance on March 2, 2012. This development will not exceed the PM peak hour capacity of the City Arterial street system and reserve capacity exists on all impacted streets. This review does not include any site development or safety issues which may be discussed at the project level or SEPA review. The review does not address intersection level of service. STATE ENVIRONMENTAL POLICY ACT (SEPA) A Mitigated Determination of Non Significance was issued on March 30, 2012. No appeals of the MDNS were filed during the appeal period that ended April 13, 2012. PUBLIC NOTICE Notice for this hearing was provided in accordance with the requirements of the Yakima Municipal Code and RCW 35.79.020 in the following manner: Mailing of Notice of Application and Public Hearing March 7, 2012 Legal Ad published March 7, 2012 Posting of property March 2, 2012 Posting of Right -of -Way Vacation Resolution March 20, 2012 Posting of Right -of -Way Vacations Petitions on Property April 13, 2012 PUBLIC COMMENTS The 20 -day comment period for this application began on March 7, 2012. One hundred property owners within a 300 -foot radius of the site were notified. One written comment letter in opposition to the project was received during the 20 -day public comment period that ended on March 27, 2012 CONCLUSIONS. 1 The hearing examiner has jurisdiction to render a decision on the Class (3), Administrative Adjustment land use, and Variance applications and issue a recommendation to the City Council on the petitions to vacate the public rights -of -ways for S 7' Avenue between W. Walnut and W. Pine Streets, the alley between S 6th and S 7' Avenues, and W Spruce Street between the alleys east and west of S. 7th Avenue. 2. During project review it has been determined that this request is in compliance with YMC 16 06 020(B) for making a Determination of Consistency as follows. a. The density of the development is not a factor with this application. b. Senior High Schools are a Type 3 land use in the R-3 zoning district. YMC Ch. 15.21, Variances, empowers the Hearing Examiner to vary or adapt the strict application of any of the requirements; and c. No compensation to the City of Yakima is required for the three proposed right- of-way vacations; and d. Adequate public facilities are available to serve this site. e. With the exception of the requested height variances this proposal will meet all applicable zoning ordinance standards for this use following Type 3 land use review and public hearing. 3 A SEPA Mitigated Determination of Nonsignificance was issued on March 30, 2012 which was appealable until April 13, 2012. No appeal(s) were received. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 i00. INDEX # A - I Page 18 4. This project was reviewed and approved for consistency with YMC Ch. 12.08 Transportation Capacity Management Ordinance on March 2, 2012. 5. Public notice for this hearing was provided in accordance with the notice requirements set forth in Chapters 15 and 16 of the Yakima Municipal Code 6. No adverse impacts have been identified that result from the approval of this application. 7. The approval of this application provides the following public benefits: enhancement of education opportunities for the citizens of Yakima, increased investment in the community, and the retention and/or expansion of local employment opportunities. RECOMMENDATION. On the basis of the foregoing findings and conclusions, the Division of Environmental Planning recommends that this Type (3) land use application, Administrative Adjustment application, Variance application, and Rights -of -Way Vacation Petitions be approved subject to the following conditions. 1. Permits will be required for both the demolition and construction envisioned in this land use application. 2. The applicant will be responsible to ensure that the sewer infrastructure is improved or replaced in accordance with final civil plans, and as determined by the City Engineer. 3. All SEPA Mitigation Measures (SEPA#005-12, Final MDNS issued March 30, 2012) shall be complied with, and copies of agency permits submitted to the Code Administration prior to occupancy. 4. The proposed Sky Bridge shall be designed in accordance with Section 3104 of the 2009 International Building Code (IBC), and Chapter 32 of the IBC, as well as other local laws and ordinances 5. The school district and contractor shall notify prior to commencement, and work with City of Yakima Park Maintenance Staff during construction in Lions Park. 6. 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 7. In accordance with Chapter 2 Section 2.4 of the December 2006 edition of the Department of Ecology's Guidance for UIC Wells that Manage Stormwater Publication Number 05-10-067, 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) prior to construction. 8. All connections to existing waterlines, service and fire hydrant installations are to be done by the City of Yakima. Yakima School District, A.C. Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. INDEX * A -i Page 19 9. All new public waterline facilities on-site or within proposed vacated right-of-way shall be in a minimum 16' public easement. All public easements required for the new water facilities shall be the responsibility of the applicant to provide. 10. The applicant states the existing gas line located in the portion of West Spruce Street between the alleys west and east of South 7th Avenue, and that serves the high school will remain. If this portion of the W. Spruce St. right-of-way is vacated, the retention of an easement for this gas line is required to be a part of the right-of-way vacation ordinance. 11 A final site plan(s) shall be required showing all changes that may have been made subsequent to this application and any changes or conditions that might be required by the hearing examiner or City Council. 12. The site plan(s) needs to show all existing and proposed utilities, including water services and meters For all new public sewer and/or waterlines required, civil plans shall be submitted for review and approval. Approved backflow protection is required on all new domestic water services and on alt fire sprinkler services. A detailed plumbing fixture count is required to size any new water services/meter. Yakima School District, A.0 Davis Senior High School 212 South 6th Avenue Yakima, WA 98902 DOC. IN ..._ & 1 Page 20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER B Site Plans kjpiN , .,,, 4 1,,,•, ,, B-1 Site Plan Checklist ' 02/14/2012 B-2 Renderings of Proposed A.C. Davis High School Modernization Project 01/27/2012 B-3 Overall Floor Plans 01/27/2012 B-4 Topographical Survey 02/14/2012 B-5 Site Plans — Elevations 01/27/2012 B-6 Site Plans — Heights (Buildings A, B, C, D, E, F) 01/27/2012 B-7 Site Plan of Proposed Street Vacations 02/14/2012 B-8 Phasing Plan and Demolition Plan 01/30/2012 B-9 Overall Site Plan 02/14/2012 ammo 11.. 111. 1..► ME Mil 111 11•.1 101 1.1 U1' i I1 11 1 7 ENE 1... 1011111 11� 11, 11 11 11 I –S.6TH r SURFACE = 94% DVC. r—, t^ L INDEX tl r, L L R.2R2 . _2..: APPENDIX F: PLAN DRAWINGS AND PHASE DRAWINGS WEST PINE ST. Existing Apt Buildings I7 ALLEY Existing Portables to be Removed from Site 1 l PROPOSED DEMOLITION PLAN 1/3Z = 1 •-6 SOUTH 7TH AVE. TYPE (3) REVIEW SOUTH 6TH AVE. Yakima School District No. 7 Name. Address. Phone 689681 et Prpanso r Loofburrow Wetch Architects 201 W. Yakima Ave. Yakima, WA 98902 (509) 457-5121 W.WALNUT ST. LOO FBuwow ETCH RCHITECTS Arehtec w Plaruung Energy Management 201 W.Yakuna Ave. Yakima, Washington 98902 Telephone (509) 4575121 Far (509) 457-6271 iMseeeLmsas CIVIL ENGINEER MEIRE ENTERPRISES 8697 GALE BOULDVARD KENNEWICK, WA 99336 509-735-1589 sFRHI'rUHAl_ G\G1.ti02 PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 \VENATCHEE, WA98801 509-662-1161 £1 (11CM. ING11211.11 CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509-965-9872 aus,witvw.mL\FP,ti IP+S ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509-747-2179 EUOILFAMII EUEVVIMEI1 GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 9192 ENUMCLAW, WA 98022 206579.1461 I.ANO$CAPE ARCHITECT The Berger Partnership PS 1721 0 h Avenue N Seattle, \VA 98109 206325-6877 waalsmnse A.C. Davis High School Modernizations and Additions 2125 6TH AVE YAKIMA, WA 98902 Demolition Plan RECEIVED Key JAN 3 0, 2012 BUILDINGS TO BE CITY OF YAKIMA DEMOLISHED .PLANNING 01V. 6 eJ6ae b Pte ilw. DOC. IN un C W ers1kcIlDocumenls\10013p11_kcl M MAWR Checker T3.2 NvMumlwnumx PROPOSED A.C. DAVIS H.S. CONSTRUCTION PHASING DIAGRAM: 09/2012-12/2015 PHASE 1: 09/2012 - 07/2013 PHASE 2: 06/2013 - 04/2014 PHASE 3: 04/2014 - 05/2015 PHASE 4: 01/2015 - 12/2015 1 2 3 4 J - — - 7TH AVE 0 z 0 • EXISTING SCHOOL BUS PICK-UP / DROP-OFF AREA \ • • .lama• • . • • • • • • 11 • • r � • LOT COVERAGE: • 6.37 ACRES TOTAL .63 ACRES IMPERVIOUS SURFACE = 1 Davis H.S. Soccer Field • ■ • • 1 Davis H.S. Baseball Field • ■ • • • • u L.J u u u jccoo1 W .-. off- w� II I�rr. IIFI I L L ilii 1 r... I11]11[11 = a■1 -NEW PARKING— (60 STALLS 9'x19' I nip, NEW PARKING (60 STALLS) —9'x19'— EW STAL S) (] (160 STALLS I I -= 1 L^^L vJ 1 -----..MilliJib .a.i. ♦. EW PARKING (7 STALLS+ 12 -RC' _ a 1 •iii i... NEW PARKING (31 STALLS) 9x10 ■ IN .r 11 .mal 11: ..•a:a . r■■ eesnemef 11■m•_? u MEM •EW .o1 1111 ■ 11111111111111081i •�: .•mom■: um Io WM.. lit.II r ■ .... �AA": Ilaregam1:11i�� 11/1W"1 1: IZB�1::::::::::::::%' iagi11ii11ii1Cg M." �ls �l•z�ial NOW",. ■..■ m::: u 1:sR 211 ■••■ U; U I 1- D Z 5 NEW PARKING 146 STALLS) rrr • • e:r�::•r. S. 7TH AVE iiiiiIIIIIIIILlam ruw!I! :A�rr■ 1a: • UM II 11::::11.A ■■Sw:1!::::::C�:.:�r .� ■�■■ 6""1 r• 1 -• ' a- 0 co In 03 • 600111111tt, L _ • 4*ONE WAY TRAFFIC_-- , _ 1 — _ _ r ✓ //o,./66; /,1 . h/P/ARM47 /64, 6 ,Li/ /-/IIII/ .•r••rlrl••r Lions Pool - STUDENT DROP OFF 6TH AVENUE TURN INTO ONE WAY TRAFFICIwONE WAY TRAFFIC_ _ 'oerAi REETVIRHI(NKt .. Ian ER ■.i 9121' Ads •• PROPOSED- -PUBLIC PARKING --(73 STALLS + 4 HC) 9'x19 Tennis Cot:1 • • S.6TH AVE 1 Ir LOT COVERAGE: 11.51 ACRES TOTAL 10.86 ACRES IMPERVIOUS SURFACE = 94% $90Wu1q Prepare'. 0V• INDEX r' LooFau[VOW ITCH R.CH ITECTS Architecture Planning Energy Management 201 \V. Yakima Ave. Yakima, Washwgton 98902 Telephone (509) 4575121 Fax (509) 457-6271 CIVIL ENGINEER M EIRE ENTERPRISES 8697 CAGE BOULDVARD KENNE\VICK, \VA. 99336 509-735-1589 $TRUCFURALENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SU [TE 300 WENATCHEE, WA 98801 509-662-1151 FmcralcAL L\LIINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509-965-9872 I1•SEl0INEENIKC ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, \VA 9920]-0180 509-747-2179 FO9.D}'ACI LIT]ES ENGINEER GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 8192 ENUMCLAW, WA98022 206579-1461 LANDSCAPE ARCHITECT The Berge! Pailnerslup PS 172 ] e[h Avenue N SES]]5 \VA 98109 206-325-6877 11,1111111/17. LATE A.C. Davis High School Modernizations and Additions 2125 6TH AVE YAKIMA, WA 98902 grog y •9t1 rim/ Phasing Plan RECEIVED JAN 3 0 2012 CITY OF YAKIMA ...PLANNING OIV w C.\Userslkcl\Documents \10013p11_kc1 M AMIwe Checker marl T3.3 0,r9.11.aom.myeima0ieai.c PI LR2 f R-2 R-2 ...L. R 6 Fans* and 6hn to 3' Buller + R'2R-2 I{ I W. SPRUCE ST, l 1 R21 iI R2 I R2 Ii 14-2 R4 I1 .1 R II RjF_ R2 6' Fence and Shrub* 3' Buller �u • Parcel 1 18132443430 2a 4,9 R3 Parcell 18132413429 .2onintt R3 Parcel Y areal 8 18132443483 18132442412 Zonn9 R 3 . Z.,8‘,213-3 Dunpslar arse) 11 18132442181 ,Imine R3 Building "EI' i PROPOSED 3 STORY BUILDING 21,530 S.F Footprint r Classroom Building J Moron Clearance Triand. • • - • • r • • E.8 S. 7TH AVE. • • • • Blt EXT. 3 STORYUILDING 20,080 S.F F tprint Classr Building "C" PROPOSED 3 STORY BUILDING 17,265 S.F Footprint Administration / Library/ Classrooms 208' mil I 1 8• • • ■■"""'• ••CCC"�""lIN 1.11E I■II■ I■II■I • ONE STORY ADDITION 71,990 S.F Footprint Gymnasiums / Athletics Suppo wool ■■■■1 24'-y l r■■■u■■■■1: _T"`6ONE WAY TRAFFIC_ _ _- _.— _ — i■■i■r ------ niB _tl��� _moo■' 1 r.uo\■11 ■.....r ■■r■ o■r■i_--_ uroiioo■�_IC■iiiimH".116:6•11111111111,1!CCC111110 •O:■e ■wIMMI■■■■■■■■'II11■■■■■ii■■CC ■ err. ; nors■�rumm■■1I1■■ 11 ■l■IIC■■C■ - 111 ■.■. U U•1 f4' liU•Ui 1g firm : Mt i; j i1 111 111 111 lily MEIN MIS 111NEN ii ` 111 •IIlI 11� 1111� Overall Campus West Elevation 1' = 25'-0' 34'-0 MIN 111 iii iiiONE 111 111 111 NMI L- • 193' -d 55 0. y 1 jt1 r II r r I I! I L.. Building A West Elevation 3132' = 06' 6" 9' 8 117'-fi' Exacting Gymnasium l® Building B F mess end Weight Rooms RECEIVED i6hi 2 7 2C12. CITY OF YAKI MA 4NNING DIV Rogf hedpant —�! -- - Top of Structure) CMU Wok _ Level__3__s 130' - 66"I. It a H 1 777 Courtyard Entry Building A North Elevation 3/32- = 1'4P -Bug Pin' Lower Level - Buil'A"n Man Gymrya um Entry Signature of PIoparer 1 - Peak of Lobby Shed Roof Leve --1 2 ^ Bottom of Lobby Shed Roof Leve) 1 Q_ 100' - 6" A. C Commons D. LOOFBUROOW ETCH r HITECTS Architecture Planning Enagy arogement 201 W Yakima Ake Y0Joo. Washington 98902 Telephone (509) 4573121 Fax (509) 457.6271 CMLENGINEFA AIEIRE ENTERPRISES 8697 GALE BOULDVARD KENNEWICK,99336 509.735-1589 11:R1l =l-ENCINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 '.V NATCHEE, WA 98801 509162-1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, 5UIT'E 100 YAKIMA. WA 98902 509.965.9872 MECHANICAL ENGINEER 115 ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE WA 99201-0130 509-747-2179 FOOD FAClll-RFS ENGINEER GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE 8192 ENUMCLAW, WA98022 206579-1451 LANDSCAPEARCHITECT The Berger Partnership PS 1721 8th Avenue N Seattle, WA 98109 2063251877 INDECISTRATDA .,.,scram DATE A.0 Davis High School Modernizations and Additions 2125 6TH AVE. VAKIMA, WA 98902 lqbakd k rt. Amer ADA n YEET Section 2 - Building A Heights 0000 1NDMC 10013 CAUaeraSkc1Dowments110013p11 kc.M od Aumw Checker . aurrt�a T3.4 Gem" IA Leelhow• wee. ADID•a• 2011 ------------------------------------------------------------------------ -11 — -i a . AO.D1 VG i§iI 1111M1._■r■ 1•111111111111110 MIMI El IMMO . !li ■■s ■■■ ■■■ ■■■ ■■■■■■ .■. ■■ C In III 11111 IIIII I, Ai Overall Campus West Elevation -------------------------------------------- 1'= 25'-0' 168-0' 39-6' Bu6tling'C' Roof Midpoint • .•. Building B & C West Elevation 3132' = 1'-0' 4-1,4,371ve3 1 -6' Level 2 115' -6" !2'L1 00' - Leeveel 1 6" 78'-0' 1' 38'-0' En'stng Meohenia/A Pe (house 166' - 6' Level 130' - 6' Level " 15' - 6 Level 1 — — — n100' -Bi Rom Midpoint ;.i Building B North Elevation 3f32' = 1'-0' Lower Level - Buildin84g ' n ' Signature of Preparers A. ri Connors C D. [r,OOFBU KOW ITCH IICHITECTS Architecture Planning Enogy Managemem 201 W. Yakima Ave Yakima, Washington 98902 Telephone (509) 4575121 Fax (509) 4576271 CARL ENGINEER METRE ENTE8P13I5ES 8697 CAGE BOUIDVARD KENNEISTCK WA. 99336 509-735-1589 STRUCI'LrPAL ENGINEER PACIFIC ENGINEERING 6: DESIGN 200 SOUTH COLUMBIA, SUITE 300 59'ENATCHEE, WA 98801 509662.1161 ELECIIUCALENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT. SUITE 100 YAKIMA, WA 98902 509.965.9672 KECHANICA3. ENGINEER I&5 ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201.0130 509-747.2179 FOOD PAULIIIFS ENGINEER GEORGE E BUNDY 8: ASSOCIATES 718 GRIFFIN AVENUE 0192 ENUMCL4W, WA 98022 206.579-1461 LANDSCAPE ARCHITECT The Berge Parinenhip PS 1721 8th Avenue N Scale, WA 98109 2063256877 4peaaM na MAUSTON DATE MntalEe A.C. Davis High School Modernizations and Additions 2125. 6TH AVE. YAIOMA. WA. 98902 IISRCITM Section 2 - Building B/C Heights RECEIVED .14N 2 7 2C12' 10013 CITY F C1Uaera8ctll Data Fat DOC. INDEX T3.5 Mercer mope,. wars Aare. Ginn r - r! 111 111 l ! a ,.,...,...... Imummunnim ,■,...ivaui. Overall Campus North Elevation 1-= 25'-0' ■ J Level3 I j:: Level 2 115'-6' ® Level 1 100'-6 East Si 84'_6• !'I Building D North Elevation 302=1-0' Roof Miopdnt 130'- L0n 6" 'Jr �e_vel2 I1 115'-6' Building E North Elevation 3f5Y= 1-0' Levelt 49 100 6" Sgneture of Paperer. ! 1 r I. I I ` A. RECEIVED JAN 2 7 2C12 CITY OF YAKIMA PLANNING DIV. B. C Commons D LooFBulKow ETCH KHITECTS Architecture Planning FnueyManaeernvu 201 W Yakima Ave. Yakima, Washing.. 99902 Telephone (509) 4575121 Fax (509) 457.6271 mm�surun CIVSL ENGINEER MEIRE ENTERPRISES 8697 GAGE BOULDVARD KENNEWICK. WA. 99336 509-735-1589 STBUCTURALENCINEER PACIFIC ENGINEERING & DESIGN 400 SOUTH COLUMBIA SUITE 300 WFNATCHLEE, WA 98801 5096621161 f1 FCTAICAI. ENGINEER CONLEY ENGINEERING. INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA WA 98902 509-965-9872 MECHANICAL ENGINEER IAS ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 2] 1 SPOKANE, WA 99201.0130 509.747-079 FOOD FACILITIES ENGINEER GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE 8192 ENUMCLAW WA 98222 206579-1461 jAND$CAPEARCHrFECF The Beller Pamterrlup PS 1721 8th Avenue N Sola, WA98109 206-3on25n677 MIIE 4neirtwE DATE A.C. Davis High School Modernizations and Additions 2125 6TH AVE. YAKIMA. WA 98902 Nopaosel form Omar IaM Section 2 - Building D/E Heights DOC. INDEX 10013 Pomo I. Dow C1USerslkSDocumenV1 t0013p11_kdrrA Copto Flo Author Coop Checker Calortoo DUCE/ w T3.7 remorao tam,,,v. tum„ ab,.=.. A„ Insulated Metal Panels TPO Roofing-\ Stucco System Brick Masonry Veneer lii' Building A West Elevation (Material) Glazed Aluminum Curtain Wall 3)32'= 1'-O Existing Scored Concrete Painted Ilj — I. Brick Masonry Veneer Glazed Aluminum Curtain Wall Glazed Aluminum Curtain Wall Courtyard Entry CMU Masonry Building A North Elevation Lower Level - Build' -0'-60 85' - 0�� Brick Masonry Veneer - Insulated Metal Panels X3Level 3 Il 0'-6' _ Level2 115'6" V Brick Masonry Veneer 3 11-3-S0'-6" Insulated Metal Panels 100' 6" OOFBUIOW ETCH RZCHITECTS Architecture Planning Energy EnAIanageman 201 W. Yakima Ave. Yakima, Washmgmn 98902 Tdcphme. (509) 457.5121 Faa 1509)457.6271 Owrnu-raM CIVILFNGINE£R MEIRE ENTERPRISES 8697 GAGE BOULDVARD KENNEWICK, WA. 99336 509-735-1589 EPLUMBSE1L.E.U.G.MER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 509.662-1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509.965-9872 MECHANICALEN_QIN.VR IBS ENGINEERING ASSOCIATES. INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509.747.2179 70013 FAC1LTI2ES ENGINEER GEORGE E BUNDY& ASSOCIATES 718 GRIFFIN AVENUE, #192 ENUMCLAW, WA 98022 206.579.1461 LANDSCAPE ARCHITECT The Berger Pamlcrslup PS 1721 8th Avenue N Sunk, WA 98109 206.325.6877 eausrox OXTE A.C. Davis High School Modernizations and Additions 212 S. 6TH AVE. Level 2 YAKIMA. WA 98902 115'-6" i I 10Leve) 1 0'-6" Glazed Aluminum Curtain Wall RECEIVED JAN 2 7 2C12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX R -5 4* aa.arr rat Section 7 Appendix G - Elevations 10013 ra=w C1Userslkd1Donmlents110013p11 kd.M L,. rr Author Checker NSIErr T3.8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Level3 Level 2 Brick Masonry Veneer Insulated Metal Panels TPO Roof Brick Masonry Veneer Existing Scored Concrete. Painted Insulated Metal Panels Glazed Aluminum Curtain Wall Existing Concrete Roof Concrete Base Level }_ ----- l 100'-6" — _1 Brick Masonry Veneer Glazed Aluminum Curtain Wall Building B North Elevation (Materials) 9/32' = Lower Level - Bui84 - " n 84' Glazed Aluminum Curtain Wall TPO Roofing Glazed Aluminum Curtain Wall Existing Scored Concrete. Painted Insulated Metal Panels Level_ 130'-6' Insulated Metal Panels Glazed Aluminum Curtain Wall Brick Masonry Veneer Existing Concrete Roof { I: Commons West Elevation 3/32'= 1'-0' CMU Masonry Brick Masonry Veneer Insulated Metal Paneling TPO Roofing Levell Level 100'-6" Building B West Elevation (Materials) Glazed Aluminum Curtain Wall Concrete Base Brick Masonry Veneer _ Levik J 130'-6" 1 f j :—T rn ;\ I \ �r , ii Building B (_Commons) East Elevation (Materials) 3/32 1-0' Brick Masonry Veneer Iron Fencing Aluminum Window Levell22 115'-6" �1 100 Levell ' Lower Level - Building 8�� 84' -DOC0' V • NOM LOOFBURROW ETCH KCHITECTS Arxhncrnux Planning Energy Ma agement 201 W. 1'ak,ma Ave. Yakima, Washington 98902 Telephone (509)4575121 Fax (509) 4576271 MEIRE ENTERPRISES 8697 GAGE BOULDVARD KEISNEWICK, WA, 99336 509-735.1589 EC 1Ra1 NINE R PACIFIC ENGINEERING 3: DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98601 509662.1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509.965.9872 MECHANICAL ENGINEER LAS ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509.747-2179 FOOD FACILITIES ENGINEER GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 8192 ENUMCLAW, WA 98022 206-5794461 LANDSCAPE ARCHITECT The Berger Pa,mersh,p PS 1721 8th Avenue N Stank, WA 98109 206325.6877 . u,EsrwE A▪ .C. Davis High School Modernizations and Additions 212 B 6TH AVE. YAKIMA. WA. 98902 .T¢ET,rn Section 7 A pendix G - Elevati CEI SED JAN 272CTZ CITY OF YAKIMA 10012 PLANNING DIV. C90eers kellDocumenls110013p11_ktl M Author Dem Checker T3.9 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 Existing Scored Concrete. Painted !! !I _... ..... . !! 0 a i1 11 :,. r f. I; .1 ri•• Existing Concrete Roof Brick Masonry Veneer Insulated Metal Panels Glazed Aluminum Curtain Wall --1,----7 'I- . • 1, - 1r . East Sidewalkc_p, 84 - 6" 1 TL3 1 • , i; Glazed Aluminum Curtain Wall Building D North Elevation (Materials) 3/32, 1,0. 11' I LI •-• II Insulated Metal Panels Brick Masonry Veneer Fi.!•=''!III''"!!' - •• -!!!!!!!!:--- • Building D East Elevation (Materials) 3/32' t. 011.1 1,1,111 2! !_; 2'.-411•2 511/11r'111' t.! rirg.11 •El;. I I I: ' i ! II • -4 -.1! I! :;! ! " " ,1 I ; —" ._, : I I; •II 'I ii I' i ; ' I . i 1 . . . . ; i. I I • 1 ;- '- " !I.r•-. :,- -^, t • Glazed Aluminum Curtain Wall CMU Masonry Stucco System Glazed Aluminum Curtain Wall Insulated Metal Panel II - Existing Scored Concrete, Painted I ! ' ,4• . 1 i ,• 11 , - - I Level 3 ' 130'- 6" 115' Level 1 Concrete Base Existing Scored Concrete. Painted seov. I_ 11.7r5v, 100' 1.1-6. I t Brick ... Masonry ;Veneer Lower Level - Bui81r: • Glazed Aluminum Curtain Wall Insulated Metal Panel RECEIVED ,IAN 2 7 2C12 CITY OF YAKIMA PLANNING DIV. Glazed Aluminum Curtain Wall — 1-3 10— i . ! 4...j' 11: 1 I Building D South Elevation (Materials) 3,32* = Brick Masonry Veneer ,„: Lower Level - I ! . • I! '••••!: 11 Level 1 100' - 6 1111111 00FBLIRKOW ETCH ARCHITECTS Arclutecothe Manual Energy Management 201 W. Yakima Ave. Yakixn, Wthh.throu 95702 Telephone (509) 457.5121 Fat: (509) 457.6271 1111C0.01.1.4f CIN1L ENGINEER MEIRE ENTERPRISES 8697 GAGE BOULDVARD KENNEWICK. WA 99336 509-735-1589 5DF1 tUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA. SUITE 300 WENATCHEE, VVA 98801 509-662-] M I ELECTRICAL ENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE /00 YAKIMA. WA 98902 509-965-9872 mr-cHANI cal, ENGINEER L&S ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509-747-2179 FOOD FACILTTIFS ENGINEEA GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 8192 ENUMCLA,N, WA98022 206.5794461 LANDSCAPE ARCHITECT The Berger Paroles -1111p P5 1721 8th Avenue N Seattle, WA 98109 200-325-6877 EINLESTWE O TEOJEC AC Davis High School Modernizations and Additions 212 0 6TH AVE. YOOMA, WA. 98902 ANT* lot. OaTor EPEroweel vu CE.E. S WEET TIT Section 7 Appendix G - Elevations DOC. INDEX # 10013 C5Users1kcaDocuments110013p11_kdsvr Author 1.• Checker &SHEET NO T3.11 Loryn.-ht Lea.unc. vo,0, ArcEas• Stucco System Metal or Composition Shingle Roofing (TBD) Insulated Metal Panels Glazed Aluminum Curtain Wall Insulated Metal Panels L ; ! T H - J.: • , 1 1 1 ! I f r i 1 t ; r ! Stucco System Building E East Elevation (Materials) 3/32' V-0" Brick Masonry Veneer CMU Masonry Glazed Aluminum Curtain Wall — Glazed Aluminum Curtain Wall Insulated Metal Panel .. 1 , . ' I 1 ! ! • 1 • I! , I . ; i. 4_—j , ..—i, 1 • 1, : . I.. i I. , • l; 1 ! . ! l' ' f . , t ' 4 Glazed Aluminum Curtain Wall J Leve( 3 130 - 6" Level T5 Leve) 1 Metal or Composition Shingle Roofing (TBD) Stucco System _Level 10- 2Level115,_6, Building E North Elevation (Material) Brick Masonry Veneer 100 - 6" CMU Masonry RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING W. LOOFBLIKkOW ETCH RCHITECTS Architecture Hann.' Energy Manegernent 201 W. YakunA Ave. Y'kirna• Wa.h4.0n 98902 Telephone (509) 457.5121 Far (509) 457.6271 ISCONSI/LtAna MIL ENGINEER METRE ENTERPRISES 8697 GAGE BOULDVARD KENNEWICK, WA. 99336 509.735.1589 STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SPUTH COLUMBIA, SUITE 300 WENATCHF—E, WA 98801 509.662./161 EL_EgEUCALLENGkIEEE CONLEY ENGINEERING, INC 1433 LAKESIDE COURT, SUITE 100 YAKIMA. WA 98902 509-965.9872 HILLUENALMONFLE LEGS ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201.0130 509-747-2179 FOOD FACIUTIFSZ.IGINEER GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 9192 ENUMCLAW, WA 98022 206574-1461 LANDSCAPE ARCHITECT The Berger Partnership PS 1721 83 Avenue N Seattle, WA 98109 206-325-6877 IMELISTRAIION .114.11.ESTOW AM; A.▪ 0 Davis High School Modernizations and Additions 212 9 6TH AVE. YAKIMA, WA. 98902 *ma .4. Ow Cone bgerhyl fn• Prow • SMEET 111` Section 7 Appendix G Elevations Doc. twomic # E-5 10013 O. C5UsersIkcADocuments110013p11_k0.rvt Author Checker E SHER 1,83 T3.12 QOM. Le...wow wren AAA.. 0 20 40 80 GUY POLE are POLE rf PARIONG LOT 40. 0 ••Ao AC FOLIND COTTIF T - 0401203 ,WESTWALNUTSTREET'. l'Fiall1""17. 000101.0.200 750 ti4444441 iw-410 06 ' • - i....,. • ___._.,----k,--,. --:____i"--zno,,,.. ,..iAillItIMIlrgi _ 3' ABM ORONO - ,i „ ;U°Y-...' R.,,,E DE.PcAt,...TMENT 1, - (0 01081) ' r ;.... ......1411:111 rr 0T -ET L174M.'"47' 72 S'ETCRAMY:''-' CONCRETE/BRIM fa'4.ei ell',... l"'''' BUIDSING 1.,;'. i •!.-.-::::::; ---.. (3 FIREDUE7AITAENT?° S'M "---M! I CONNECT. rut. GRA ,..F.140.1011,734 ...w90.11. il .....1: 1 I -:z0100 10228. MOM, ,......,....., 213. R 5411* 00 sm,„ TOOVACATED 6TH AVENUE R/W PER OTY OF VARNA ORDNANCE 1135 (CASEMENT R(SER,. TO THE OTT Of YAKIMA OVER VACATED R/W) UNE OX. LOCANON OF 10. .CT TRANS. EASOAENT PER 0.0110 7471110 ARKINLOTY L2 L3 L5 L6 L7 L9 LIO LIT L12 L13 LIS 1.17 L. L19 L20 L21 L12 L13 L21 L25 L26 L26 L29 L30 L31 1.11F18.131.E. CASED MON Fl OTT OF TONNA NON 1334 BEARING J 00STANCE S 7112'05" w 1 346 s Inns' 400.06' N 71-32.19. E 05900' *182140' E *Boot N 71'32'34' E 18997 N 16.26.03- 41 1 88016 5 7113.01. IV 1 139 06' 5 1627'34' 302.08' N 71-33.4.4. E 1 0300*' 11 1627.29. W 1 30003' s 71•33.44. w 1 03995' 1627.34" E 1 400.00- N 7114.53' E 1 139.64' 162719. w 30004' N 711619. E 139 94. 03.2729. E 1 3000*' N 71-32.101 E 1 139.06' MT." E 1 30005' S 3.3234. W 1 69591' 5 1617.19. E 1 399 611. N E 1 03004' N 2631'56' E 96.96 6 76084000 32966' S 714105. 8" 70057' 5 18.27.19- E 1 480.06. 162729. N 7112.34. 0 1 769.69' 162e00. IT 1 06024' S 783720' E 1 470 613' 11 713234' 0 1 79004' 1626.16. W 470•66 7 61017 066:76 ael10300410/*0101 ,ELIE„..6; (2 410840011%384 SPRUCE STREET /tei (0000 0300) STOMA WAN- PER,10017_,,67 L3 FT .V 17rAtELZ VAULT FE ELEK . 1081.72 ORE DEPARTMENT .ity 0000.9r , CONNECT. FLUSH .1, %AND PR E.6 ---STA1RS MOUNTED IN WALL 4000010/0430 APPROX. 3 a' ADo. •1° n tNATURAL G. BOLDING GROUND FAOUTY 111 Z 30 I > 1- 0 0' 11/8 NET W/POSTS 11 MEL\.? l- immimum awl WU., - 4trir1P-11. ma; ANDONED _12_,Eira.M7-"EIANa Ihrs_ .4, 69 1061.7 ELE 00 EXT. 'ilili C040 ID1(1)-1 9 16(61 • nrg LEN(2)- 0 38(61 1 , SOURS 01 31.03. 10' R ORE DEPARTMENT CONNECTIONS FLU MONIED IN WAL1 OtERNEAD GUT AN.OR ATTACHED TO OUTER. FT ELIV 1067.21, 740000 LOT DATUM ELEVATION LI505 BENCHMARK X., 1933 3 S. BRASS CAP SET IN THE EAST WALL Ci THE OLD RIAROAD DEPOT BUILDING ELMATION• 1073.61 L LOCATION OF 011. UNDERGROUND UTILITIES SHOWN HEREON ARE AppRoMNATE AND ARE BAszo . FIELD LOCATIONS OF ALL 25101.E STRUCTURES SU. AS CATCH BASINS. MANHOLES. WATER GATES. ETC ANN COMPTUNG INFORMATION FROM PLANS SUPPLIED 61 006444.9 UTILITY 008400000 2210 FIELD LOCATIONS OF TONE MARKS PREPARED BY THE 'CALI. BEFORE YOU DIG. LOCATION SERVICE AND UITUTY PU15 110. NO EXCAVATION 405 00(0 PERFORMED 10 000000 OR VERIFY UTI01100 ALL CONTRACTORS SHOULD CALL 509-216-02132 OR I-600-42,6655 PRIOR TO ANy EXCAVANDN WORN THE PROPOTO UNES AND EASEMENTS SHONN HEREON PER TOT TITLE 800010 P800000 BY vALLEY ITTLE GUARANTEE. ORDER NO. 220769, DATED JuLY 26, 2011. 3 IT 15 0 PRACTICE OF 1101 CITY OF TANNA TO RESER),E AN EASEmENT FOR UTUTIES OVER ALL RIGHT OF WAY NOT 15 VACATED. TOP I FGEND • DENOTES FINISHED FLOOR • DENOTES TOR Of RAIL DENOTES TOP 00 PIPE • 0356610 MONUMENT • DUSTING wATERNAIN BLOWOFF • MISTING IRRIGATION VALVE 0 0 50' VW -----co-PA1t-- -to-co--cp.-- COSTING CMIDUIT LINES EnSTNG CHILIED wATER UNES ttt, ENSTING STEAM UNES DOSING TELEMOON LANES ODSTING FIRE MORAN, EXISTING WA. VALVE MISTING WATER METER MISTING SANITARY SEWER MANHOLE EX/STING STORM DRAIN ORYWELL EXISTING CAT. BASIN DOSING STORM DRAIN MANHOLE MISTING GAS METER MISTING S. EXISTING ANCHOR POLE DOS.0 PUU. BOX oasnoc tnure POLE EXISTING LIGHT DOSING TRAFFIC SIONAL COSTING STEEL POST MISTING SrivER CLEANOUT COSTING MAIL BOX DOSTNG FENCE EXISTING RATER LINES 100STING SEWER UNES 1005NNO OvERNE. LINES MISTING STORM DRAINAGE UNES ...TING NA...NAL G. UNES EKSTING UNDERGROUND TELEPHONE LINES MISTING IRRIGATION UNES EXISTING CONDENSATE LINES 1!/ 1 30 00041 Fr ELEV: 100' VACATED 6TH AVENUE 0/3 P00 ary OF YAKIMA ORMAN. 1135 (0.EANNT RESERvED 10 THE CITY CE YAKIMA MIER 0200100 0/47 • GROUT. -71 13 3P00 l0 l GAS M tinettaniankinnatilnueltuutu ,,,. • 003 30* ttrg:' rp • 0' -.„ 1liff Itil/M1111111ENIMMINIIIItell4. UMW 111111111111111111illtrIll 'ovs5.180,ROLLEY.L.INE.3..H., .665.AREA'01, P111-.5TREET; UN vAULT. 3 PENNING NALL 11 '0; \ SEE SHEET 2 • =•-• *11611111/FAMIRMEMENIIMMIONNEMIligiggial .111212"1"1 - 34/0.4 C.STING DECIDUOUS TREE FAISTING EVOIGREEN TREE ASPHALT AREAS COKRETE INCAS RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. RECEIVED -FEB 1 4 CITY 0 F yr, U,4 PLANNINk.„ ....F. <4 z. 0'8 E, wmv.hlachil.com 00 3 • 6.0 00 02 030 020 8 50 00 „, 02 01 521 00 -a 02 00 02 2.4 Topographic Survey LOB NO 1°095 nu NANO 10395, DRAWN BY, TOF CHEMED BY ETH DATE, 1-29-11 REM. BY. DATE, 100 2-22-11 C. PARKING IDE 2-2-12 ADD. PICKUPS T 13N. R 1BE.,WM FEET 1 2 APPENDIX D: SURVEY 13;ti'T I. ALA PARKING LOT (. -- -1 WEST WALNUT STRE€;[•, ¶, :11!51 SB•c nig:.;°:-yi' vr1•au SWTNOFCPROPEEFtt b X1.40 WeaLltS SOUTH OF „0„Rtt 165 ssliks1 cumin 6 E t1113•1 !AMMO PW( 6 M VLL ArtaM_ .4E) r ADM O/Oap OAMT• 11 11 SiO4 'K 2 5' 50025 APPROA "M l GROUND Gnnz. •0661 100' VACATED 6111 AVENUE 'OW R/W PER Dtt OF YAKIMA Ofl01NANCE 11]5 TMEE 1587'701 RESERVED TO OF YAKIMA OYER M1GAti R/M) VACUUM to' 614 1110(31 .08 FF ELES 114.3 -mar" OMG BUILDING .. MOLD. t1 1191.) (3 STORE) Irna 17 viAniWela ro iii BUILDING 111 W/POSTS (TSP) 7061 92 I1CO.1 -J 1 1 II 1 I I I II I( I I IIIc I I I 1 1 I I WEST SP}7UCE STREET • 117;0.,.; sr Ws! RAI C PPS nns 11113 580.1) 90' VACATED U (CR'S 3' Kt WanE 1d_ 6TPI4. 17587 4111 4 Pr L 1 C(+M1MCM ,` I�A to 1' Aa�lai: ./� �i Ihall w11Ao�.luplrglv°ipJ ilmar WU .1., '_017 iii fr.. - bb �.S• ,OC�1a r .G 1; I -;. i. nuc ` 1{(SSI •1 ; MAWQ34.tl0 1 lli ,. n1M 0.5106 a SC [C an. RISKS 10199 •116]013 0'•44 R � 1161-"' 14'1 00.0011 (11..) rte. 1!44,, ' 4.444 1 INE TABLE chits 1P1 9.6 0046 O W KeA•P 11 011020 34140' s 1O2rrr t 03 e 7131/1' 0 •30.12 Ls 5 IN146' 0 H047 15 M nfl4'4 .LLP LS N 111001 • Waif L/ 1 ns1.0rw IMM' L/ st'0 10007 11 ▪ ns$ls 1 Allo LLL 1511.2310" • 10001 L11 LN .v *344, E M t 7r1' n tro r1- u1.r 1,4 n 40311 • Ana Ifs n 111-148 111111 112 i 11'1101 W WASH.0 )10190 13161' 1158 1 15770' 3100' L4 lin 531.0.110 6 Stain' s lusts' 1 AL1( Lit .3t N 707344"0 e ]1'3100 0 T)401' 111 l 1140$' • 0.05 574 103395' l 10500 L33 130 0 l02rile 11'1140 10061' 46114' 413 1010 n 161'x- • 9422 131 1 .00758 0 4061' .10 LS, 11 053111' C n la1(3r_• 11045 BUILDING Er (135 fw -010 R/W SOUTH 5TH AVENUE 1 WEST SPRUCE STREET 0,,801 .401114 NOTES OAIU58O fiIVATNk1 U 1b5 4694001119 mit • MUSS te>M 01 " 9A43510 340584 PALM 1101.484064, 40133. 11. WW1401 a ALL LMSENG :Ou.O 01,1111 08113 APS APPROMAATE AND ARE STRUCTURES 50 BASED ON I LDLOCATIONS Or 000 F ALL N SUCH AS BASINS. MANHOLES, WATER GATES, ETC AND COMPILING INFORMATION FROM PLANS SUPPLIED BY VARIOUS MOM COMPANIES AND HELD LOCATIONS OF TONE MARKS FRONDED BY TIE ' LLLL BEFORE YW OIG" LOCATION No EICAVATON HAS BEEN PERFORMED T LOCATE OR VERIFY M URES ALL CONTRACTORS WLO R 1-800-124-5555 PRIOR To ANY EXCAVATION 9BWORK Tit 1a0POLTr 111121ML 1.6.11.16636.1 W>rA I•ol THAT 111LE REPORT PREPARD BY VALLEY TIRE GUARANTEE, ORDER NO 2201136 DATED JULY 26, 2011. tt DF YAKINA TO RESERVE AN EASEMENT FOR UTILITIES OVER ALE RICNi OF WAY THAT IB CAlEO, FF TR T.OP EM 1 FOFND 0100170 1)01140 1149 650040 15, a nM BOORS 1a a 161 1601110 1.4•11 0) cusps& 34L11.4W 010.611 1001x158 04444100 071* 0011100 MC (11311.41 1WlnM •ATE) 511.11F 01101140 PAW 11x0 O WNS 1.032370. 5191401.001 01111.0 45585801 11/11 M001E EXISTING CATCH BASIN 01081110 010.41 MA11 woos/ 0111101 011 WKS Ew6TING Ma 0100111.0 114119 •[LL 0 611820 001 M1(0 (MUM 5011 0--� EJOSTNG LIGHT o--� 58580140 I6//70 LOLL 01 10151601 004*.03T 9 E5STING SEWER CLEANOUT • 120128610 7141 104 -•-••. �. 12;81140 117401 -•.---.�-..., 71111`1* •.101 LW] --•�-�Y-ILS- EXISTING SEWER MEG �w.�-+F•- EXISTING OVERHEAD UNES LI/104*5stl E5--So-L--4."- WK STORM 0011..3 1111f)10(0,n0 17.E 880,0 011. 1101(0 POILLI a 1.Q EXISTING CONDENSATE LINES 581181&1 67.0011 L*3 D AMS 0404113M11f Ons 0001410 MUM IE413 11511158 1L31 . LPO .31.41001 A`l 1044,, Hutu Pd1AP1'~' '3f "'Eilsa0 TIB -0111 =CV 11µ OVERHEAD Rn M10101 ATTACHED TO MAW, (v Sum 1012010. (411(21 Ira S101Y) 107 11G1E0 664 AVMS n14 1011 894100 13111160 (EASEMENT RESERVED 10 THE CITY OF YA8MA OVER VACATED R/W) MOI MUSS) UDNS POOL FF (0616 1141.•9 i1 L1 M TENTS � SSW S. GAS l 7 F. meiffrWiall _wl 1•110.11.1. j Lir 58.1 >' c11/0 V) , E1flIItI113itliililltiti:tll�pESTii EEA LfIi1�IRIIIITgIUti[ 1rglllli 0 n nth ++)tan IIWitEntt 1 rrutElIIEltl1i➢!>Tiil Y�.la!w °!M Mina 0411 (1E .14�.LY_'�0- _ 1'?:•4 -- r 4JT11ll11tIrtT) )TNctt ;itS1EiIUIit'7iL"aia rt 12II 81717 MC.ffini';� ^ ' 'i UUtrtirat:ll • " ,1.3 4 .Hu'w _r. - �._6 .� -' l -ad' RAY 11A71•1.7 REBAR L11AIm ELEv: G77 s Kl1IW6 1.11{3 20 q �4. • MA, n a _ SEE SHEET 2 MISDNG DECIDUOUS TREE EXISTING EVERGREEN TREE 4Y9L111FA1 C6 M 1E AREAS RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. RECEIVED FEB 14- CITY OF PLANNINw 4 -)IV, a O Q o, M.-4 E 8>2. ON S Topographic Survey A0 10. 80 813 MAW: 064.8 613 TDF 01040 BY: ETH 0011. 1-29-11 015,410 en tan TDF 2-22-11 "AREA M 1 PARKING TDF 2-2-12 ADD PICKUPS T.13N., R 18E.,WM .07711 DF 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 20 40 60 IUUEIIIUUIIIII11(1 IIIUIIIIIUIIIIIUUUIIII J11 • • ii u r 1 I 1 1 1.} .IOI II I U11111;1::1:1111111UIIIIIIIIIIIIIU1111'-RIU 9111UIIIN1111111 Ibii'•'r!'2I IIIIIIUIIII9IULI f1IUi11111U1U1 UIIIIIIUillli[7,IL :eC Mil 1}IUIII011Up11f1 C uxEs M 41REFi - �r ILFi u I�u ' 1gl 1 --TIETONDRJVE } L30 FQAL DESCRIPTION M of W r 311 Cyon Metro b N0N1 Y.Ule. 6604 906 0, mea6e 68 nt.008 W 66 6164 tike. 2e. nmd✓I d Y4Aer• Carl W TOWNER WITH PW Pakm 8 veeMe 968686' Swvs kanhp P•w2, AND TOGETHER WITH 0W Portion d mem Elms lame =warp MOWN. Paa+9. IY56?O 314. CPpeol Ademn to Nooh Vaunt, rl Ka YMgm066e TOGCiNER W11/1 Thal 29, weeds d Yak.. Came, WM20pa1. AND TOGETHER W12140;41 mem d RPor06om 44 venue C 6pmE arm stomp *meta, M d Bbk 085, W1,AONtn to Horn Uwe., ar Yedene. resided M Mum 'A• d PM. Pap 603. esu* d Whits Caner. Wahe•101 AMD M d Bow 366. Wes M401 C MbM YAMS, row YS1444 1006680 M Ydam •A• Puts pp0 165 mares el SEAM. pay. We MnpOn 550 Al d Leak 768. cap= Amgen M Nan rrhey a. Yakw• M6wm6 M *mat •5• PIM. page 79. 60606866 Yeb'n cant. WPYYrpm Lees 11 avowal 68, Mack 314.626654 MM. b N0M YAH*. row Yemne, reeorme Y•. Yei*rr •A• 41 PM. pyo 29. Road 0 Yawata Cooly. Ws7o*oo Cas 3 MN 4, atm 733. Caro 566600 M Nero YAm:, row Yuma, marded In 001,1 d PM3. a*e 28. 40rd, 0 YaW1.5 C608%. W2*46561 Emil; Lot 41, elect. 719 Coe* Menial b Imer*Ma. Mer YdJ SmuteMWAWm•A•d Ram ewe 21, m6or6 W YAM. Cooly. Wafnpor6 ea4a Lots 1 emsaa 6, M W>'vp, leadc 334: C . 560201 t Non 704 em 64440r morn, n 9656 •A• d POM, vv. >8. *600150 YW* G4461r, W G6ZH lees 6, 6 em 1. Sok 333 emit. M0601 b Nem YWrmA nee Yam* na A0M Wm@ •A• d Pal* PN6s 0.606 *4 W YAlme 00.7* . WMerpMU RECEIVEn FEB 4 2412 CITY OF YAk. '2 PLANNINQ DOC. Co INDEX P 6 a z r Topographic Survey .00 NO 10095 RHE NAME: ION., DRAW BY: TDF 01(64¢0 BY: ETR pntE 1-29-11 REVISED BY. OA. i0E 2-22-11 •AREA C• k 6.0110 2-2-12 500 PICKUPS T.13N., R.18E..WM atm 2 a 2 0 20 40 80 STOP SIGN ATTAurtD SEE SHEET 1 GAS 60.111 ,g ry riu 10)6 ` M qui DOM! •_ ,Ri 9 084 smE - 1.1::101.1 I; 91.1111.1.2 Aft 171 1 8711 231e ly 11111 em1111111i11111nn. nm 111111 112111l 111lml.s1211121 EumnmERn-Inmuxunmmelun . - 0VERNEA12TRO.V'UNE9IN.: Ir+wY 19 MG_a Pee SIREF{ jam( t 722492c2.4E; 04EY LINES fN -<4ime mlliunninmmniiiw..:iFunnmmnnum 1NI1u1Nm 11111111111111711211520 210 .clHuuuunnnunn811 .4—• 11=444V2292114UgAs .. .28.4-f. _1111 14iI41UJ PRA.. MEED DIRTY R1N 10 l .0' 8/8 40' RAY 10,3,1 20• 2P UT1ITY. EASEMENT Pala,2 Cr N0 .278121E .9e: /Np /'.f.NO 713718]1 xs .,\ 2�D»FG ascRH«. once m ! EASEMENT PER. &END. 7127Mx 4IGITRE �J READER —SIWlp j FCAI DFSCRIPPOS Pnw A, Ale 83.14318 C*00 Added. b NvaY00w raw YWp4o. 1*d90 V.s,e. WO, PW4 mo 28, death d Ydna cavy. W TOGETHERWrtNp4 poen ol voodoo South C *duo occrtsho home, ARD TOOEEHER WITH tool poem 01 404.1441 8p4d BnhN eowry 8444.4. d— R. 8�PION. ph Ob. 9N, Goof A04Icn m aM Nodh Ydi, HWr YAvrmatlbdn TOu. HER WTI d p 99, wads V10re Can*, WashryAen, AND TOGETHERWIN By0tenon 0000 gam.% thed., Soon 2. Add. =dung n.. AYd earn 98S. loch Adddof 0414Yto 0081,10, non Y*Wa. 2l led in Vold* 'A' of 0.04 103. Mord of Talent Cgey, W404,0l01. AHD Aad Soo. 808. lards Acldbnb No4, Yes2N, nW Yeldnu wmeOM IN Volum d Pools, pep 103. wade d Yol1Mm Cady, Wa,hIngnd AHD A9 of Rock 315. Cap242 Ad0800 b Nan Yddne, nod Y 1*0404 wooded 0, VoS,er'A' d KO; p*pc 28, Meade of YBY4a Canty, W.v qnn $9Cl. Yd.. 0 8A.,add )16, Odd 384, Googol Md. b Nama Nord Yauta, nor YUN, woofed. F. me 90, moods C Ywna Comg0,W,.04.o dd las3 and I. Bbd. 333. Cap.' Ambon b NNP. Undo., ran YAI+.oO. ro 88984In 0o1.2.4 of Mor. Over' 20. *Comb d Y.IAT9 Cary, W80:I0e01 EMIL 1911, eb7A 939 Cold 90294. b low Ypha, nor YNrns. wolfed n Volma'A. e R04 me b,sham d YWpa Cam, Watl.rp9n ea; a Lou 1 drary' 8, VIMHIdd. Sack 934: Coot. Ad050n to Nap YYvnq not YUOnl raed9M n *Um d Plea, MT 39, 2442201 N YaNea C0*0y' W.4h44478,, EeasH odd 6, 8 NO ). Sop 933. Ovid Medan b Nerd Yabm4lsr Yobru. woo0bd Yawn. •A' a Pap, paw 09, wash of V•V a 004,y. WW+HI4Ne RECEIVEn FEB 4 2412 CITY OF VA "r . PL.ANNIN� �► ,A,� DOC. INDEX ' 6-'4 c ¢'m O o -G os Pos 7i E imLi o S 414t Topographic Survey 810. NO 10095 fI E NAME: 055...8 CRAW 8r. TDF Q1ECIdD BT: ETH DAT[ 1-29-11 REVISED DT. GATE: TIr' 2-22-11 'MG C A PARKING x-2-12 AAO. PICKUPS T.13N., R 18E.,WM ENEET 2°12 O m RECEIVED JAN 2 7 2012 POF YAKIM LANNING DIV. SELF-CONTAINED CLASSROOM r—D !my Ian IMP .II1 MIIWMMIIIIINIIIl1 Overall Floor Plan - Level 1 1 300 r- Ir- -1 L — J L — J ✓ �r-1r- 1 ICommonsI I 11 L J L- J L_ JL_ J --ter-ter--1 ii 1) ii ii ✓ • r— r—— r— 7 L J L_ J L — J L — L —O_ NIIN1 IIIIIIIIu.I SELF-CONTAINED CLASSROOM DOC. INDEX LOOFBURROW ETCH RCHITECTS Arehneawe Planning Energy Mamgemeni 201 W Yakima Ave. Yakima, Wallington 98902 Telephone (509) 457.5121 Fax (509) 457-6271 CML ENGINEER MERE ENTERPRISES 8697 GAGE BOIILDVARD KENNEWICE, WA. 99336 509.785-1589 PT9UCrl R+al ENGINEER PAC FIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 509-662-1161 ELEC0RICALENGI 7 CONLEY ENGINEERING, INC 1433 LAKESIDE COURT, SUTiE 100 YAKIMA, WA 98902 509965.9873 MECNANICALENGINEER L&S ENGINEERING ASSOCIATES, INC 13'216 PACIFIC AVE STE 211 SPOKANE, WA 932019130 509.747.2179 FOOD FACIU'ITES ENGINEER GEORGEE BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 8192 ENUMCLAW, WA 98022 206579-1461 LANDSCAPE ARCHITECT The Berger Partnership PS 1721 8th Avenue N Seanle, WA 98109 2063254877 neae*n+m NIMLESTOn A.C. Davis High School Modernizations and Additions 212 S. 6TH AVE. YAKIMA, WA. 98902 {SHEET rt Overall Floor Plan - Level 1 10013 Q\Ue era\kclIDocunen4\10013811 _kcl.M Author Checker T3.17 Copra. kaegermo wen, ...nem 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RECEIVED JAN 2 7 2C12. CITY OF YAKIM PLANNING 0 VA Type (3) Review Overall Floor Plan - Level 2 300 LOOFBURKOW ETCH IRCHITECTS Architecture Plannieg Energt Management 201 W Yakwa Am. Yakima, Washington 98902 Telephone (509)457.5121 Fax (309) 4574271 CONSULTANT CML ENGINEER MEIRE ENTERPRISES 8697 GAGE BOLRDVARD KENNEW1CK, WA. 99396 5097851589 STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 509462-1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC 1433 LAKESIDE COURT, SUTIE 100 YAKIMA, WA 98902 509.965-9572 MECHANICAL ENGINEER 1&5- ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE SIE 211 SPOKANE, WA 99201.0130 509.747-2179 FOOD FACIL1T195 ENCINF91 GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 0192 ENUMCLAW, WA 98022 2065791461 LANDSCAPE ARCHITECT The Berg+Partnership PS 17218th Avenue N Seattle, WA 98109 2063256877 ONENISTRAT ITALESTON DATE A.C. Davis High School Modernizations and Additions 212 S. 6TH AVE. YAKIMA, WA 98902 Mwn�ae. o.., l AFET 1TE Overall Floor Plan - Level 2 10013 S No CUursUe50cowwnte\1001351 _tam Author Drawl Checker eaerr eo T3.18 cepa?! lesems VONA ANNA. : t _,� uuuu � E9 E9 E9 E9 C E_9 EBiolo 9 E E9 en r� 9 C �° �° 1 ® :''i7 ' ', . i 1 anon f0 E9 �Biolo f0 E9 ese E9 E9 C n el C �' en I uU u �BiOlogy' e Eg ehysicale a sScience Bs 1 ® i ; uuuu P9 P9 E Eg Biology lg E9 Phyiseal9 C Ems° Science ® I lLr , : ; ��_ - i1 - & 1k i� k 41 RECEIVED JAN 2 7 2C12. CITY OF YAKIM PLANNING 0 VA Type (3) Review Overall Floor Plan - Level 2 300 LOOFBURKOW ETCH IRCHITECTS Architecture Plannieg Energt Management 201 W Yakwa Am. Yakima, Washington 98902 Telephone (509)457.5121 Fax (309) 4574271 CONSULTANT CML ENGINEER MEIRE ENTERPRISES 8697 GAGE BOLRDVARD KENNEW1CK, WA. 99396 5097851589 STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 509462-1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC 1433 LAKESIDE COURT, SUTIE 100 YAKIMA, WA 98902 509.965-9572 MECHANICAL ENGINEER 1&5- ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE SIE 211 SPOKANE, WA 99201.0130 509.747-2179 FOOD FACIL1T195 ENCINF91 GEORGE E BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, 0192 ENUMCLAW, WA 98022 2065791461 LANDSCAPE ARCHITECT The Berg+Partnership PS 17218th Avenue N Seattle, WA 98109 2063256877 ONENISTRAT ITALESTON DATE A.C. Davis High School Modernizations and Additions 212 S. 6TH AVE. YAKIMA, WA 98902 Mwn�ae. o.., l AFET 1TE Overall Floor Plan - Level 2 10013 S No CUursUe50cowwnte\1001351 _tam Author Drawl Checker eaerr eo T3.18 cepa?! lesems VONA ANNA. RECEIVED JAN 2 7 201 CITY OF YAKIMA PLANNING D%V. Type (3) Review Overall Floor Plan - Level 3 1 300 DOC. INDEX # OOFBUR&OW ETCH IRCHITECTS Arrh,ecnv` Flaming Energl Managemmr 201 W Yakima Ave, 7'al.rma Washmgm 98902 Telephone 1509) 457-3121 Fax 1509) 457-6271 tarsucEON CML ENGINEER METRE ENTERPRISES 8697 GALE BOULDVARD KENNEWICK, WA. 99336 509.735-1589 STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 309562-1161 ELEgjango,FAQINall CONLEY ENGINEERING, INC. 1493 LAKESIDE COURT, SUITE 100 YAKIMA, N'A 98902 509.965.9872 MECHANICAL ENGINEER Lid ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509.747-2179 FOOD FACILITIES ENGINEER GEORGEE BUNDY&ASSOCIATES 718 GRIFFIN AVENUE, 9192 ENUMCLAW, WA 98022 206-379.1461 LANDSCAPEARCHCFECT The Berger Partnership PS 1721 8th Anna= N Scanle, WA 98109 2063335877 MINELESTONE DATE MEllatEC A.0 Davis High School Modernizations and Additions 212 S 828 60E. YAKIMA, WA. 98902 Me,w Tars o.,., Overall Floor Plan - Level 3 10013 C2UM79Nc8Documen1g\10013p17 kd8 Author Ornal Checker T3.19 RECEIVED JAN 2 7 2C12 CRY OF YAKIMA PLANNING DIV. Type (3) Review Overall Floor Plan - Lower Level 1 300 DOC. INDEX 2J LOOFBUIOW ETCH I1CHITECTS Architect= Planning Energy Management 201 W Yakima Ave. Yakima. Waehmpon 98902 Telephone (509) 4575121 Fax 009/ 457.6271 h_nefuLTAM Uf NCINFFla MEIRE ENTERPRISES 8697 CAGE BOULDVARD KENNEWICK, WA 99336 509.735-1589 STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 800 WENATCHEE, WA 98801 509.662-1161 ELECTRICAL ENGINEER CONLEY ENGINEERING, INC 1488 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509.9659872 MECHANICALENCINEER IAS ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE SIE 211 SPOKANE WA 99201.0180 509-747.2179 FOOD FACIL IIES ENGINEER GEORGE E BUNDY & ASSOCIATES 718 CRININ AVENUE, 4192 ENUMCLAW, WA 98022 206579-1461 LANDSCAPE ARCHITECT The Berger Partnership P5 17218th Avenue N Seattle, WA 98109 206325.6877 DIVE sao,Ec A.C. Davis High School Modernizations and Additions 212 S. 6TH AVE. YAKIMA, WA 98902 a{peNeler. ..r acee Overall Floor Plan - Lower Level 10013 C:\U ars\ kekDcouments\10013p11 kel.M ppm F Author Checker •raxEErno T3.20 e tom umoor,woe„aerw amr APPENDIX G: ELEVATIONS AND RENDERINGS i i A.C. DAVIS HIGH SCHOOL (-411.1.) YAKIMA PUBLIC SCHOOLS YAKIMA SCHOOL DISTRICT NUMBER 7 f .41 fr- 4 • 1. '' :: `.'• , r . -? ']AN 2 7 ::::122 ,r .. -i"i - CITY OF YAKIMA y y clp a PLANNING DIV.2.......-d- r':�h ti' '` Yr II • (--9—s l L /� t• v .t. (v- \ '-, .cvG- • ,t.c.' f -, pre\,.AN. K • r•%- •, ../, :,(0; ~ j 7c-ic � Jas � i t� • \lam r}� V:" 4`'--.--I.- �L,1� y c RECEIVED NORTHWEST PERSPECTIVE OF MAIN ENTRY FROM 7TH AVE AND WALNUT LOOFBUROW WETCH ARCHITECTS A.C. DAVIS HIGH SCHOOL (j) YAKIMA PUBLIC SCHOOLS YAKIMA SCHOOL DISTRICT NUMBER 7 RECEIVED JAN 272C12 CITY OF YAKIMA PLANNING DIV, 1 , SU DOC NDEX # -Z COMMONS AND COURTYARD PERSPECTIVE FROM BUILDING "C" 2ND FLOOR HALLWAY 1,00FBURIZOW ETCH ARCHITECTS A.C. DAVIS HIGH SCHOOL () YAKIMA PUBLIC SycAtipsit§ RECEIVED JAN 2 7 ZLIZ CITY OF YAKIMA FUNNING DIV, . • . '...-.. _ . • , _ PERSPECTIVE PERSPECTIVE OF PERFORMING ARTS AND COMMONS ENTRY FROM COURTYARD ENTRANCE DOC. INDEX LOOFBLIKKOW WETCH ARCHITECTS A.C. DAVIS HIGH SCHOOL YAKIMA PUBLIC SCHOOLS () YAKIMA SCHOOL DISTRICT NUMBER 7 44ti A• • • • • • • • ik ••• • • ' .s • , . • 1,4.11• i•!41.30 e t.:1 .• PERSPECTIVE OF GYMNASIUM FROM THE PLAZA LOOFBUIkkOW V\AkETCH RCHITECTS A.C. DAVIS HIGH SCHOOL (p YAKIMA PUBLIC SCHOOLS YAKIMA SCHOOL DISTRICT NUMBER 7 C 1-7 it RECEIVED JAN 27zi)2 CITY OF VAMIVIA PANNING DIY, DOC. INDEX NORTHWEST AERIAL LOOFBUFJ OW WETCH ARCHITECTS Z 0 Insulated Metal Panels TPO Roofing - Building A West Elevation (Material) 3/32" = 1'-0 Existing Scored Concrete. Painted CMU Masonry Glazed Aluminum Curtain Wall Building A North Elevation Stucco System Brick Masonry Veneer Brick Masonry Veneer Level 3 rr Glazed Aluminum Curtain Wall Lower Level - BuildlrgA 85-0 Glazed Aluminum Curtain Wall — Insulated Metal Panels L lev_n_� IF 115'_ 8�1 Level LF iaa-sem Brick Masonry Veneer Brick Masonry Veneer I�. Level 3 dr, 13nr - 1) TAY Insulated Metal Panels Level 2� 1T5'-6 Level 100'-6mow - Glazed Aluminum Curtain Wall RECEIVED JAN 2 7 2C12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # R-5 LOOFBLIRKOW -5 LOOFBURKOW Vy.TCH IICHITECTS Arrluleewre Plannmg Energy Alanagement 201 W. Yakima Ave. Yakima, 50'ashington 98902 Telephone (509) 4575121 F. (509) 457-6271 Iowa CML ENGINEER MEIRE ENTERPRISES 8697 GAGE BOULDVARD KENNEWICK, WA. 99336 509.735.1589 FrRVCIl11M I. FNCINFF$ PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA, SUITE 300 WENATCHEE, WA 98801 509662-1161 EI.. K %L,r.NOlI8IER CONLEY ENGINEERING, INC 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509-965-9872 BIEC14ANlCAL 6661NEER IAS ENGINEERING ASSOCIATES, INC W 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509-747-2179 700D YALILF7IFS ENr:IIIUZ GEORGE E. BUNDY & ASSOCIATES 718 GRIFFIN AVENUE, k192 ENUMCLAW, WA 98022 206579-1461 The Berger Partnerslep PS 1721 Lith Avenue N Seattle, M'A 98109 2063256877 DATE A.C. Davis High School Modernizations and Additions 2125 6TH AVE YAIOMA, WA 96902 Section 7 Appendix G - Elevations 113n C5User906A(Dacumenls110013p11_kel M &Nur Checker T3.8 toollturnow eeciz 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV, SITE PLAN INSTRUCTIONS & CHECKLIST Important: Must Be Completed And Returned With Application In Order For Application To Be Determined Complete For Further Processing!!! A DETAILED SITE PLAN IS REQUIRED. On August 8, 1996, the City Council passed a resolution (No. R-96-9 1) adopting a requirement that all site plans submitted in conjunction with my building permit application, land use application, and environmental application shall contain certain information and be approved by the appropriate Division Manager. The required information for the site plan is on a checklist and is enclosed in this information packet. All information that is applicable to your proposal shall be checked off and clearly displayed on the site plan. It is in the applicant's best interest to provide a carefully drawn and scaled site plan with all required information. The decision on whether or not to grant approval of your development proposal is largely based on the information you provide. An application cannot be processed until an adequate site plan is submitted. 1) USE INK. Use blue or black permanent ink. It may be helpful to draft the site plan in pencil then trace over in ink. Ink is necessary for adequate duplication. 2) USE A STRAIGHT EDGE. All lines must be straight and done with the aid of a ruler or other straight edge. Use a compass when delineating circular drawings such as cul-de-sacs. Computer drafted site plans are acceptable. 3) DRAW TO SCALE. Site plans shall be drawn to scale. The site plan template has a suggested map scale of 1 map inch equaling 20 feet on the ground. Distances on the map must be as representative of reality as possible. For example, if the distance from a structure to a property line is 20 feet, the distance on the site plan will be 1 inch. 4) USE SITE PLAN CHECKLIST. Use the site plan checklist and provide all applicable information on the site plan. 5) FILL IN INFORMATION ON THE SITE PLAN TEMPLATE AVALIABLE AT THE CITY OF YAKIMA OR ATTACH THE INFORMATION BELOW TO YOUR SITE PLAN. Complete all information requested on the bottom of the site plan template. If you use a different medium, provide the requested information on the alternative paper. Note: You may benefit from the aid of a professional in the preparation of a site plan. LOT COVERAGE CALCULATION a) Footprints(s) of Existing Structures b) Building Addition/New Structure(s) Footprints(s) c) Paved Area(s) (driveways, walkways, patios, etc.) d) Proposed Paved Area(s) e) Total Impervious Surface (a+b+c+d =e) f) Lot Size g) Lot Coverage (e=f X 100 = g) 139,600 SQ FT 42,443 SQ FT 106,749 SQ FT 222,843 SQ FT 511,635 SQ FT 778,853 SQ FT 66% MAP SCALE (Please use the given scale if possible. In some circumstances however, a different scale may be more appropriate.) check one ❑ Preferred Scale: 1 inch onthe map = 20 feet on the ground Custom Scale: 1 inch = 50' PARKING CALCULATION 1,358 Spaces Required 398 On -Site Parking Spaces Provided Applicant Name Mailing Address Contact Person Produced By: Applicant Signature Parcel #(s) Site Address Zoning Loofburrow Wetch Architects 201 West Yakima Avenue, Yakima, WA. 98902 David Peterson Phone: (509) 457-5121 David Peterson Date: Date. 18132442452/18132443400/18132443405/18132443404/ 18132443403 / 18132444406 / 18132443402 / 18132443401 / 18132442481/18132442482/18132442483/18132443429/ 18132443430/18132443407/18132443442/18132443443/ 18132443444/18132444432/18132442426 212 South 6th Avenue, Yakima, WA. 98902 R-3 Legal Description (bnef) See Attached Appendix A III INDEX SITE PLAN CHECKLIST Please complete this checklist and include with your site plan. The site plan must contain all pertinent information. Items not applicable to the proposed project shall be so noted. Please contact Planning Staff should you have any questions. Check all boxes as: Included or - Not Applicable 1 1. The site plan shall be legibly drawn in ink on paper of sufficient size to contain the required information, but not less than 11" X 17" 1 2. All site plans shall be drawn to a standard engineering scale and indicated on the site plan. The scale selected shall best fit the paper. Planning staff recommends 1 "=20' ✓ 3. Site address, parcel number(s) and zoning designation of subject property 1 4. Property boundaries and dimensions. RECEIVED 1 5 Names and dimensions of all existing streets bounding the site. V ✓ 6 Dimensions, location and use of proposed and existing structures. JAN 2 7 2012 1 7 Structure setbacks. CITY OF YAKIMA PLANNING DIV. 1 8. North Arrow 1 9 Lot coverage with calculations shown on site plan. ✓ 10. Location and size of any easements. Indicated on site survey. 1 11 Location and type of existing and proposed landscaping including landscaping located within the public right-of-way • 12. Location and size of existing and proposed side sewer and water service lines. Indicated on separate utility plan. 1 13 Adjacent land uses and zoning designations. 1 14 Location and size of all parking spaces shown on the site plan. 1 15 Location and dimensions of proposed or existing driveway approaches. 16 Vision clearance triangles at street intersections (80 -feet) and where driveways and curb cuts intersect with streets (15 -feet). N/A 17 Location and size of proposed or existing signs. N/A ✓ 18 Location and size of required site drainage facilities including on-site retention. Indicated on separate utility plan. 1 19 Location, type and description of required site screening. 1 20. Location and size of existing or proposed public sidewalks that are within 200 -feet and on the same side of the street as subject property 1 21 Location and size of proposed and existing loading docks. 111 1 22. Proposed improvements located within the public right-of-way 1 23 Name, address, phone number and signature of the owner or person responsible for the proposed project. 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. Revised 8-04 'levised 5/18/06 D. Maples DOC. 6MDEX 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER C Maps , 01/27/2012 C-1 Vicinity Map C-2 Maps — Vicinity, Zoning, Utility, Future Land Use, Aerial 02/14/2012 \'IU Illls :slap nn i,• „tr- i1'tk v • vv_- 1_, 1 V IiRp. `SIS CI.\-aKllna \\ a LIS \'aKilllagis prinlMap Mull .'\ IclniIv- tru City of Yakima. Washington nle CL3#002-12, RV11'#002-12, VAR4002-12. SEPA#005-12, ADJ#003-12 Number: Loolburrow Wetch Architects Applicant Owner: Yakima Public School, Doug Lemon. Richard & Patricia Smith, C of Yakima Request.. A.C. Davis High School Modernization and Additions Location 212 South 6th Avenue Paicel18132442452,18132443400,18132443401,18132443402,18132443405.18132443404,18132443403.18132444406,18132442481,18132442482,18132442483,1813244 Number ts, Contact City of Yakima Planning Division at 509 575 6183 City of Yakima Geographic Information Services Tuesday, February 14, 2012 Map Disclaimer Information shown on this map 1s fol planning and illustration purposes only The City of Yakima assumes no liability fol any errors. omissions, 01 inaccuracies In the information provided or for any action taken, or action not taken by the user in reliance upon any maps or information provided herein DOC. INDEX # 0-� of 1 214'2012 4:05 PN uut, `r] LI .nnuun Na U, 1111111 lulu 11 IV 1 City of Yakima. Washington Fde CL3#002-12, RW1'#002-12. l'AR#002-.12, SEPA#005-12, ADJ#003-12 Number Loofburrov. Wetch Architects apphcanl Owner: Yakima Public School, Doug Lemon, Richard & Patricia Smith. City of l akima Request 4.C. Davis High School Modernization and Additions Location. 212 South 6th Avenue Parcel 18132442452,18132443400,18132443401,18132443402.18132443405,18132443404,18132443403,18132444406,18132442481.18132442482.18132442483,1813244 Numberrsl' Contact City of Yakima Planning Division at 509-575-6183 City of Yakima Geographic Information Services Tuesday, February 14, 2012 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 action taken, or action not taken by the user in reliance upon any maps or information provided herein DOC. INDEX �r !T 1 1 1 1 1 1 1 1 1 2/1412012 4,O41n 1 "UV. `id.11 _ .^ a U, d ant 1 ln`1] 1.111111VIC11). 1111111 JI IULU- LI lti City of Yakima. Washington File CL3#002-12, RWV#002-12. VAR#002-I2. SEPA#005-12, ADJ#0113-12 Number. Loolburrovi Wetch Architects npphcant Owner: Yakima Public School. Doug Lemon. Richard & Patricia Smith, (try of Yakima Request• A.C. Davis High School Modernization and Additions Location. 212 South 6th Avenue Parcel 18132442452,18132443400,18132443401,18132443402.18132443405.18132443404,181324434113,18132444406.18132442481,18132442482,18132442483.1813244 Numberlsl Contact City of Yakima Planning Division at 509-575 6183 City of Yakima Geographic Information Services Tuesday. February 14, 2012 Map Disclaimer Information shown on this map is for planning and illustration purposes only The City 01 Yakima assumes no liability for any errors, omissions, of inaccuracies in the information provided 01 for any action taken, or action not taken by the user in reliance upon any maps or information provided herein DOC. INDEX # c. - a 1 of ; 2'14'2012 4:05 Pt A.C. DAVIS HIGH SCHOOL 212 SOUTH 6TH AVENUE YAKIMA, WA 98902-3303 'JUG' • 11 F . �:ncoln A:e I nrt ^...1C0 Acle N4:I141Ivd W WIa .npton A: r + ; k ria Air Soott, // 4":`•,!: H.II dIv / Terrace rcTace =+r rt. (�r Hetghts :-.ter' w Yakima Sportsmen State Pari 4 X. Yakima Town Find Cinr'•,try errnlnR`. Rt,ondway r\\ f'.:', 5ter c1F-( `\\ .''v . J •rl Rd kn. ,Union Gap \\ ••a. of •� ...-r) �Q •,,,..., W 1_unoln Aare r� SSt i A f T. e. I y, • ' RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. � Y 71\C\ r"- PS?" 5 I ,..7;e Sammi�riew AVE\,�a�r`fi 9 i• f• < x t i. t rt Z Nm 5t1t woku,. 7 c. v...,-, ,./, J, Med,. a r Ctr'i.• co 'r 1 • S. ti , s D 5 z •• SITE LOCATION A.C. DAVIS HIGH SCHOOL S:, 1 y ^r r_.r DIv1Sr31r SI 0 Sz t. c ,- .1 L. r z C: "'el: 1: Ne{ -9 c. MIkL• n.t t J LOOFBURJ OW ETCH RCHITECTS ,rrhl¢muc Plaruune Energy Manaaemrnr 201 '.9' Yakima Ave 6akuua. Wmhmpon 98902 Telephone 1509) 457.3)21 Fax (5091 357-6271 Sl',17 ENGINEER kIEIRE ENTERPRISES 8697 GALE BOULDVARD 6ENNEWICA WA 99330 509.7341589 SI'RUCTURAI FNGINFFR PACIFIC ENGINEERING & DESIGN 200 SOUTH COLUMBIA SUITE 300 WENATCHEE. WA 98801 609-662-1161 PI E T III AI ENC.INF_PP CONTEY ENGINEERING. INC 1433 LAKESIDE COURT SUITE 100 YAAIMA, WA 98902 509.965-9872 MECHANICAL ENGINEER L&S ENGINEERING ASSOCIATES, INC 85 216 PACIFIC AVE STE 211 SPOKANE, WA 99201-0130 509.747-2179 FOOD FACILITIES ENGINEER GEORGE E. BUNDY & ASSOCIATE, 718 GRIFFIN AVENUE, 6193 ENUMCLAW, WA 98022 206579-)461 ANOSCCAPF ARCHITECT The Berger Partnership PS 1721 8th Avenue N Seavlc. WA 98109 206.32.5+ 077 OPTE A.C. Davis High School Modernizations and Additions 212 9 6TH AVE. YAKIMA. WA 98902 Vicinity Map 10013 CC )UWSA90Dorvments111R113p11 kel.rvl DOC. INDEX T3.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER D DST Review & Agency Comments Doc �m DEQ #� { 1'P"�. ,p3 h ,5� ! E •'�''r�� UylVJCEN' {r 'to AE D-1 DST Request for Comments and Distribution List ' 02/15/2012 D-2 Comments received from Randy Meloy, Surface Water Engineer 02/21/2012 D-3 Comments received from Glenn Denman, Supervising Code Inspector 02/21/2012 D-4 Comments received from Kevin Futrell, Transit Project Planner 02/21/2012 D-5 Comments received from Ken Wilkinson, Parks and Recreation Manager 02/22/2012 D-6 Comments received from Ken Johnsen, Yakima Valley Trolleys Association (YVT) 02/27/2012 D-7 Additional E-mail Comments received from Yakima Valley Trolleys Association (YVT) 02/27/2012 D-8 Comments received from Joe Rosenlund, Streets and Traffic Operations Manager 02/29/2012 D-9 Comments received from Mike Shane, Water/Irrigation Engineer 02/29/2012 D-10 Comments received from Hasan Tahat, Yakima Regional Clean Air Agency 03/02/2012 D-11 Comments received from Dan Ford, Project Design Engineer 03/05/2012 D-12 Additional Comments received from Ken Johnsen, Yakima Valley Trolleys Association 03/06/2012 D-13 Response to YVT Association from Chris Waarvick, Director of Public Works 03/09/2012 D-14 Comments received from Gwen Clear, Environmental Review Coordinator, Department of Ecology 03/27/2012 D-15 Additional Comments received from Dan Ford, Project Design Engineer, Engineering Division 03/30/2012 D-16 Site Visit Photos INN MI MEI MB MI MI ME MI in — rmit P6r41-&••0-1' 7%6 e vaca.i-ed. (7'a ,g,Ne , i ooKvn5 Sova -F .- wetI St tilirmr M E I E =I 1 = I E I I MS Por4-1-0y. of s ru s4. b e- weew 4-0 b v a ca -4- el MI N MN INN INN MI IIM IMN EN MI NMI NM MEI MN NE INN NM MINI MIN I= INN MINI 1•11 EMI 11111 MIN NM MINI IM NMI Mil IMM MEI IIIIII =I Ell 71 ey he-twee/A_ 7Y4 Ave,,wes ett_ykite,,,s7'. V-4 - • -o r1 X 1 • "•111.in•-, • = W •••• Sle " • v • , ; : 1 = 11111 1M1 M M im I NM N =I OM =II MEI Mil IIIII =I =I =I Mil NMI INN MINI ME MEI MI =I =I MN yi. Sip 4 WAV I . y ;Vw Ame f -u S = F.W F ��� ■�■ � � � � r � � � � � � r � � � � � � (P � � . 9G- G��.jn.�t- - /oorin� S�� f� 6 �� �. i�f .'_•a. �,� �. YY � •` s m m m m r m m m m m m m Ate-- J6ojein� hGr`i -- `�Z m m m m m m m r, 1%, M, - a 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wilson, Chris Subject: YVT - Davis High School From: Ford, Dan __.. Sent: Friday, March 30, 2012 10:08 AM To: Wilson, Chris Cc: Davenport, Joan Subject: YVT - Davis High School Yakima Valley Trolley's, Formally Yakima Valley Transportation Company (YVT) has tracks within easements across this project. Said tracks and appurtenances shall be maintained in useable condition at all times. Any work associated with the tracks, wires, and switches shall be coordinated with the City Engineer and the Yakima Valley Trolley's representative Ed Neel (509)966-5234. All work shall be approval by the city Engineer prior to any work being started on this project. Additional reasonable time shall be granted for trolley personnel to inspect work associated or adjacent to the trolley tracks. Dan Ford, P.E. Project Design Engineer City of Yakima 129 North 2nd Street Yakima, WA 98901 (509) 576-6754 STATE Off, m a - x w�, y 1889 �pY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY 15 W Yakima Ave, Ste 200 ® Yakima, WA 98902-3452 ® (509) 575-2490 March 23, 2012 Joan Davenport City of Yakima Dept. of Community Development 129 North 2nd Street Yakima, WA 98901 Re: SEPA 005-12 Dear Ms. Davenport: A MAR 2 7 2012 CITY OF YAKIMA PLANN114G DIV. Thank you for the opportunity to comment during the optional determination of nonsignificance process for the modernization and expansion of the existing Davis High School, proposed by Yakima School District. We have reviewed the documents and have the following comments. Water Resources The water purveyor is responsible for ensuring that the proposed use(s) are within the limitations of its water rights. If the proposal's actions are different than the existing water right (source, purpose, the place of use, or period of use), then it is subject to approval from the Department of Ecology pursuant to Sections 90.03.380 RCW and 90.44. 100 RCW. Information for the applicant: If you plan to use water for dust suppression at your site, be sure that you have a legal right. A water right permit is required for all surface water diversions and for any water from a well that will exceed 5,000 gallons per day. (Chapter 90.03 RCW Surface Water Code and Chapter 90.44 RCW Regulation of Public Ground Waters) If in doubt, check with the Department of Ecology, Water Resources Program. Temporary permits may be obtainable in a short time -period. The concern of Water Resources is for existing water rights. In some instances water may need to be obtained from a different area and hauled in or from an existing water right holder. If you have any questions or would like to respond to these Water Resources comments, please contact Sae Park at (509) 454-7647. O Y NDa e a L- 1 7 r 1 J Ms. Davenport March 23, 2012 Page 2 i IWater Quality Project with Potential to Discharge Off -Site The NPDES Construction Stormwater General Permit from the Washington State Department of Ecology is required if there is a potential for stormwater discharge from a ' construction site with disturbed ground. This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit is a minimum of a 38 day process and may take up to 60 ' days if the original SEPA does not disclose all proposed activities. The permit requires that Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) is prepared and implemented for all permitted construction sites. These ' control measures must be able to prevent soil from being carried into surface water (this includes storm drains) by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading or construction. More information on the stormwater program may be found on Ecology's stormwater website at: http://www.ecy.wa. ov/programs/wq/stormwater/construction/. Please submit ' an application or contact Bryan Nee t at the Dept. of Ecology, (509) 575-2808, with questions about this permit. ' Sincerely, Gwen Clear ' Environmental Review Coordinator Central Regional Office (509) 575-2012 ' 216 DM - ' ROM sl DEPARTMENT OF PUBLIC WORKS 2301 Fruitvale Blvd., Yakima, Washington 98902 Phone (509) 575-6005 March 9, 2012 Yakima Valley Trolley Association 313 N P Street Yakima, WA 98901 Gentlemen: Parks and trees being more or less synonymous in the mind of the public, the total removal of the seven trees in question at Lion's Park is not an option that I would offer. After consulting with Randy Murphy, our Parks Division arborist, the city of Yakima believes that sufficient pruning can be accomplished to deny the use of these trees as a means of access for any future wire thieves. In saying this we do realize that periodic pruning will be necessary to maintain a secure distance from your wire(s), but we believe that this is far preferable to their removal. Since your vandalism issue was first brought to our attention during the land use review process for Davis High School, perhaps it needs to be mentioned that because the school district doesn't own these trees, they have no authority or responsibility to address your concern. Consequently, we offer the opinion that the trees are not an appropriate issue to be raised at the school district's public hearing on April 26tH We recognize that the pruning of these trees is not your preferred option but it is the option that we feel we must support at this time. Please contact the city's Parks and Recreation Division to further discuss pruning the trees. Sincerely, (2� ris Waarvick Director of Public Works P OTT Administration 575-6005 • Equipment Rental 575-6005 • Parks & Recreation 575-6020 -Refuse 575-6005 Street 575-6005 • Traffic 575-6005 • Transit 575-6005 r L, 7 C I� Maki av-wo«cac�tr 1994 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wilson, Chris From: Waarvick, Chris Sent: Thursday, March 01, 2012 9:28 AM To: Wilson, Chris Cc: Wilkinson, Kenneth; Davenport, Joan Subject: Lions Pool/Trolleys Dear Chris, Ken and I are having Randy Murphy get a ball -park estimate to remove the trees just west of the Lions Pool referenced in the Trolley Association letter. However, Parks has absolutely NO FUNDS to commit to this effort without cutting something else in the adopted 2012 Budget. See you tomorrow! Chris On 3/1/12 8:19 AM, "Wilson, Chris" <cwilsonC@ci.yakima wa us> wrote: :Ken andCrris, £noised is the comment tetter the groltey -A- sociation subnnittedduring DS7revleiv, andivliat the nneeting is about tomorrow. They basically want to know if we can do something about removing all or some of the trees in Lions Park aGmg 6th Avenue that the trottey tines run through, or work with them andthe School District fill an alternative solution. _Vitt you be able to nnake the meeting tomorrmv, :March 2ndat io-oo am in the Planning conference room? Thanks, Ch ris ChrGft lel kf/dIorz -Assistant Planner City of Yakima 129 N. 2ndSt. Yakima, W -A 98901 (5o.9) 576-6736 cw &g n @c L Yak ima. wa. us Wilson, Chris From: Yakima Valley Trolleys [yakimavalleytrolleys c@hotmail.comj Sent: Tuesday, March 06, 2012 9:08 PM To: Wilson, Chris Cc: Desgrosellier, Bob; Ed Neel Subject: Trees at Davis High School Project Hi Chris, I would like to add a few comments to those I already submitted regarding the Davis High School redevelopment project. I would like your committee to consider the idea of removing all the old trees that line both sides of 6th Avenue between Pine Street and Walnut Street. This would yield a number of benefits: It would completely eliminate the huge problem the trolleys are having with people hiding in the trees at night and cutting our wire down. It would also give the architects a free hand to design the landscaping for the project in any way they want, without having to make it fit the existing tree situation. And it would save many tax dollars by not having to bring the city's arborist in every now and then to prune the trees away from the trolley lines. (Our member Ed Neel recently met with the arborist at the site and the arborist agreed if the trees are not cut down, that he will have to come periodically and prune them for us so that the thieves cannot use them as a base from which to cut our wires down.) I love trees as much as anybody, but I think these trees are more problem than they are worth. Thank you for considering this proposal. Ken Johnsen, President Yakima Valley Trolleys 1 J r 1 Date: 3/5/2012 To: Chris Wilson, Planning From: Dan Ford, Engineering Re: CI -3#002-12 — Davis High School Streets/Frontage: The applicant has proposed improvements to the surrounding streets and intersections. Said improvements shall be subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of the City of Yakima. Modification of intersections may not be limited to adjacent frontage improvements only. Any improvements such as pedestrian/ADA improvements made on the applicant's side of the roadway may, in the interest public safety and traffic considerations, cause improvements or modifications to the opposite side of the road. These shall include lighting, signing and signalization if determined to be necessary by the city engineer. Sewer: The applicant has not submitted a sanitary sewer plan for service at this time. There is an existing 8" clay sewer main that runs within the alley right-of-way from West Walnut to Tieton Drive between 5th Avenue and the vacated 6th Avenue. That main or at least the portion from Spruce Street to Pine Street will need to be removed and replace as the condition of the main is poor and will not allow for any future connection of sewer service. Additionally the existing 8" sewer within West Pine Street is a private line. This will also need to be removed and replace if it is to be used for the improvements. Dan Ford, PE. Project Design Engineer DM - Page 1 of 1 OR, 329 North First Street, Yakima 1,VA 98901 Phone: (509) 834-2050 Fax: (509) 8.34-2060' Yi'ebsite: http://ww)v.yakimacleanair.oig t February 28, 2012 RECFIVED Christine Wilson BAR p 2 2012 City of Yakima 129 North Second Street, 2°d Floor CITY OF YA IIMA Yakima, WA 98901 PLAW93 RE: CL (3) #002-12, RWV #002-12, VAR #002-12, SEPA #005-12, ADJ#003-12 Dear Ms. Wilson:. Thank you for providing the Yakima Regional Clean Air Agency (YRCAA) the opportunity to review and comment on CL (3) #002-12, RWV #002-12, VAR #002-12, SEPA #005-12, ADJ#003-12 for the modernization and expansion of the existing Davis High School. The property is located at 212 South 6th Avenue, Yakima, WA. Following review YRCAA has the following comment(s): 1. Contractors doing excavation, clearing, construction, landscaping or demolition work must file a Dust Control Plan with YRCAA and get approval, prior to the start of any work; 2. Prior to demolishing any structures an asbestos survey must be done by a certified asbestos building inspector; 3. Any asbestos found must be removed by a licensed asbestos abatement contractor prior to demolition; and 4. A Notification of Demolition and Renovation (NODR) application must be filed with YRCAA and the appropriate fee should be paid. Thank you for the opportunity to connect with the county's continued support in protecting the air quality in Yakima County. Best regards, Hasan M. at ' Engineering and Planning Division Supervisor Cc: Proponent and File u 1 1� a r M M M M M M M M M M M M M M M M M Waterllrrigation DST Comments � C C Applicant: LOOFBURROW WETCH ARCHITECTS Location: 212 S. 6th Ave. Parcel#: 18132442452 Date: 2/29/2012 1= primary review 2= secondary review C 0 zE c o c ffi yQ E y' L CU F- W m LL E 3 WATER & IRRIGATION Comments Submitted By: Mike Shane, Water/Irrigation Engineer - 576-6480 Division: Water/Irrigation Division Development Description: CL3#002-12, RWV #002-12, VAR #002-12, SEPA #005-12, ADJ#003012 -- Proposed partial demolition, modernization and expansion of the existing Davis High School, including vacation of portions of S. 7th Ave., West Spruce Street, and an alley between 6th and 7th Avenues, a skybddge and a pedestrian courtyard on vacated 7th Avenue, and improvements to Lion's Park including addition of Darkina and replacement of the existina tennis courts. existing water location, size, etc. There's an existing looped 12" waterline in W. Pine St, a looped 8" waterline in W. Walnut St., a looped 8" waterline in S. 6th Ave. and a looped 6" waterline in S. 7th Ave.. There are numerous existing water services and meters throughout the site. The site is in the Low Level Service Area. water extension necessary, size With the proposed vacation of S. 7th Ave. and new improvements being made within the vacated right-of-way, it will be necessary to abandon the existing 6" waterline in S. 7th Ave. A new waterline will need to be installed between W. Pine St. and W. Walnut St. at an approved location and sized to fire hydrant There are a number of existing public fire hydrants throughout the site. All new fire hydrants or fire 2 11 2 sprinkler requirements to be determined by Codes and Fire Dept. new public easements All new public waterline facilities on-site or within proposed vacated right-of-way shall be in a minimum 16' public easement. All public easements required for the new water facilities shall be the LID/connection charges Onlv if a new or larger domestic water service/meter is required. service installation charges Only if a new or larger domestic water service/meter is required, or if a connection to the existing main is required for a new fire hydrant, public watermain or fire sprinkler service. All connections to existing waterlines or facility adjustments shall be done by the City of Yakima at the owner's expense. Contact James Dean, Water Distribution Supervisor (575-6196) for costs and to coordinate work. public/private system Public Fireflow calculations Existing looped, 12" - 4,000ppm, looped 8" - 2,800gpm, looped 6" - 1,600gpm WellHead Protection Area NO Irrigation System Site is within the City of Yakima's Capitol Hill irrigation service area. There is an existing 4" PVC irrigation main in the alley between S. 7th Ave. and S. 8th Ave. There are a number of existing irrigation services available to the site. Also, there is a New Schanno Ditch Co. large diameter concrete irrigation main in S. 6th Ave. Given the proximity to the new improvements, it is recommended that this main be replaced/relocated. Contact Dan Butler (930-9001) for more Site plan needs to show all existing and proposed utilities, including water services and meters. For all new public waterlines required, civil plans shall be submitted for review and approval. Approved backflow protection required on all new domestic water services and on all fire sprinkler services. A detailed plumbing fixture count is required to size any new water services/meter. Mike Shane 2/292012 February 29, 2012 To: Chris Wilson Assistant Planner From: Joe Rosenlund Streets & Traffic Operations Manager Re: CL3 002-12, 212 S 6th Ave, Davis High School Applicant shall implement mitigations recommended 1 pp p g din the A. C. Davis High School Transportation Impact Study conducted by transpoGROUP. In that study it is recommended that a pedestrian crossing be placed on the west leg of the t intersection if future safety issues are present. As there is already a crossing on the east leg of the intersection, I am unsure if an additional crossing is necessary. It would seem that if additional safety measures are needed it would be in the form of additional .warning devices such as beacons or signals, or possibly improved intersection lighting. Any new street lighting that may be required shall be induction type lighting on unclassified roadways and LED type lighting on the classified roadways. Some pavement repair may be required between the trolley tracks on Pine Street to make the left turn lane at 5m Avenue viable. Additional Signage is needed at Spruce Street and 8th Avenue to indicate that Spruce Street is no longer a through street. On the plans submitted, there appears to be an offset of the left turn lanes on Walnut Street at 6th Avenue. That will need to be rectified before final plans are approved. 1 C rI Eart,hLink' EarthLink.net , ,'StartPage I myVoice I My Account search Support I ,ier- �y Qo� .Y h:' L ; i , `,_ . - -- ,.,, 1/o of 300 MB used. � Email Folders [Edit] ADVERTISEMENT maryc@wolfenet.com I Preferences I Help I Feedback I Sign Out I Use the previous WebMa E. Message < Previous I Next > (« Back to INBOX ReplyI j Reply All Forward... Print j ! Deletes Spm Move to... More Actions... From: Yakima Valley Trolleys <yakimavalleytrolleys@hotmail.com&. [Add to Address Book] To: Ed Neel <neele@charter.net>, Larry Fournier <jslfour@yahoo.com>, Paul Edmondson <maryc@wolfenet.com>, Ray Paolella <rayp@yvn.com> Subject: FW- YVT Over the Winter Date: Feb 27, 2012 9:22 PM Attachments: YAKIMA-1 PDF Ed, Larry, Paul and Ray: I am hoping one or more of you (or all of you!) could go to the meeting on Wednesday morning to show the school people and city that we are very interested in how this project affects the trolley tracks and operation. The meeting will be held in the Planning Conference Room on the second floor of the City Hall at 9:30 am on Wednesday the 29th. Phil makes some good points in his letter attached The original PDF file about this meeting and project are attached to the email I sent out over the weekend. Inbox [403] Drafts [1] Sent [146] SO Trash [5] [Empty] Undeliverabl. g j_;a i spamBlocker [Edit] �`�� ���pp► rvoi Known Spam [132] 1 Of 4 G ®�v • Virus Blocker ADVERTISEMENT maryc@wolfenet.com I Preferences I Help I Feedback I Sign Out I Use the previous WebMa E. Message < Previous I Next > (« Back to INBOX ReplyI j Reply All Forward... Print j ! Deletes Spm Move to... More Actions... From: Yakima Valley Trolleys <yakimavalleytrolleys@hotmail.com&. [Add to Address Book] To: Ed Neel <neele@charter.net>, Larry Fournier <jslfour@yahoo.com>, Paul Edmondson <maryc@wolfenet.com>, Ray Paolella <rayp@yvn.com> Subject: FW- YVT Over the Winter Date: Feb 27, 2012 9:22 PM Attachments: YAKIMA-1 PDF Ed, Larry, Paul and Ray: I am hoping one or more of you (or all of you!) could go to the meeting on Wednesday morning to show the school people and city that we are very interested in how this project affects the trolley tracks and operation. The meeting will be held in the Planning Conference Room on the second floor of the City Hall at 9:30 am on Wednesday the 29th. Phil makes some good points in his letter attached The original PDF file about this meeting and project are attached to the email I sent out over the weekend. Think about points to tell them when they take comments from the audience. I can't be there, but some things that I would say if I were there are: 1. Contrary to the architect's statement the the "trolley system is not currently operational", we make an annual trip to Selah over the track with a gasoline powered vehicle t SO keep the line open until the overhead wire can be repaired. We anticipate 2012 being the year repairs are finally commenced. 2. Because our poles are hidden in the trees on 6th Avenue, thieves have been able t repeatedly steal our wire by hiding up in the trees at night. In order to prevent this, we need to have our g poles relocated to trackside in our 6th Avenue right of way This should be planned for in the �`�� ���pp► redevelopment. An alternative would be to leave our poles where they presently are, and completely 1 Of 4 G ®�v • remove the large trees that give the thieves protection. 3. A couple years ago the City placed poles along the parking lot near the tennis court for our future feeder wire attachment and these need to remain, CVl ���c1 poles even if the parking lot is reconfigured. 4 When 6th Avenue is excavated, it may be necessary for them to replace some of our ties due to rot. Presently the rails are held in place by the concrete pavement, but when this is opened up, it may be discovered that the underlying ties are rotted away. Provision needs to be made for the possible replacement of the ties. 5. We have no objection to the removal of the unused sections of rail, but ask that all track materials removed in this project be deposited in our yard at 3rd Avenue and Pine Street. Please also gather any informational documents they have for distribution so that we can see exactly when their minds are. If possible, could one of you grab a set of whatever they hand out and send it to me?? I don't have a feeling for how they think regarding the trolleys, but I want to remain optimistic that they want to cooperate with us. So if we make a friendly and orderly presentation to them, I hope a solution will be found that everyone can be happy with. Thanks much!! Ken .._. __... __ _ _ ..__ _.._.._..._.......- - - - - .. _ _ _ ._ .. ._ _. _ -----. _._,..,_��®tom-- -- - •---... __...__ ��o From: Philhoge@aol.com Date: Mon, 27 Feb 2012 00:5553 -0500 _ Subject: Re- YVT Over the Winter To yakimavalleytrolleys@hotmail.com; andygautrey@aol.com; bbrownwt@aol.com; rnpsullivan@gmail.com; carloslocol@msn.com; neele@charter.net; yellowbuttercup@msn.com, ericsitiko@yahoo com; rekkedrails@juno.com; gjohnsen@u.washington.edu; nupro@fairpoint.net; ronscoin@hotmail.com; icrief03@charter.net; allen.69den@yahoo com; kpasten@aol com; lttp://webmail.earthlink.net/wam/msg.jsp?msgid=l 0936&folder--INBOX&isSeen=false&x=I 93 8519865X&isSeen=false&x=1938519865 2/27/20 F.: np13, ;iotmail.com, laddie_vitek@yahoo.com; jslfoui ihoo.com; perri39@yahoo.com; lamarentr@aol.com; les@thi-arch.com; mnefred@gmaii.com; michael_collins@yvn.com; maryc@wolfenet.com; dcros82915@aol.com; pennycroston@aol.com; rayp@yvn.com; reforst@comcast.net; brasstop@yahoo.com; susan@yvn.com, jt_menard@msn.com; wj.elliott@yahoo Ken, I RE: DAVIS HIGH SCHOOL It would be good if someone (Paul, Ray, or Ed?) could attend the City's DST meeting on Feb. 29, because something significant might be learned or could be said. I don't think I could attend due to anotl meeting obligation. Also, I'd suggest written comments be submitted on Monday, if possible, or early Tuesday at the latest so staff has the time to digest the comments before the DST meeting. I'd suggest following comments: 1 The school district writes: "The trolley system is not currently operational, but accommodation for futur pole locations will be coordinated." Can we provide our map showing where we want future poles to be located, state how high the running wire needs to be, and provide any other details so that possible con l�t with the school construction can be determined and avoided? Request that the details of this accommodation be determined in consultation with YVT and that these details be included as a mitigating condition of the City's decision. I am attaching the City's 2011 4th quarter capital improvement projects report wherein the City states leftover funds from the YVT Barn and Museum Preservation proiect (see page 4) "will be used to restor portions of the 6 -mile track, poles and the overhead system." 2. Respond to the statement that the trolley system is "not currently operational", e.g., annual trips to Selah have been taken with the generator car; and YVT's plans to re -install the running wire and regula V,- V service to Selah. n nn t 3. 1 don't think it is detrimental to remove those two unused track spurs, is it? I'd suggest either indicai� VE8 2 our OK, or a very well -reasoned and persuasive reason why it is not OK. OF N (',ITS ��NG p,�' RE: MARCH BOARD MEETING p►.p' Either day currently works for me. In a message dated 2/25/2012 12:32:46 P M Pacific Standard Time, yakimavalleytrolleys@hotmail cowl writes: To all YVT Members and Friends: Through the long don't do lot winter months, we a after the Santa Trolley. However, things come along that affect the trolleys and so I'm sending this email to you to bring you up to date and also solicit your opinions and help. 1 First opinions I would appreciate from you (and please use reply all so that I don't have to r forward your views separately) has to do with the changes being planned for Davis High School Our track runs right through the area that is going to be redeveloped and significant changes are planned. We are trying to have input on this planning process and I would like to know what each of you think about the project. What kinds of things should we ask to have done? I am attaching a PDF file that shows what is planned. Please read through it carefully and send your views. Many thanks! 2. The proposal from Karl Pasten to be our fundraiser gets mixed reviews from the attorneys in N our organization. Some have expressed concerns that it might in some way jeopardize our 501(c) (3) status with the IRS. Attorney Ray Paolella has offered to research this issue and make a presentation to the group at our next meeting He will let us know what kinds of things we can do and what kinds of things we should not do. At the last meeting on December 9th, there were questions about our bylaws and what sorts of things they require. So along with Ray's presentation, 1 want to plan to bring copies of our bylaws and articles of incorporation and read them to the group so that questions can be answered I think it is good for all of us to have a better understanding of the legalities we operate under. So please try to attend this meeting. I would like to call this meeting for Saturday, March 24th at 7:00 pm unless a significant number of board members cannot attend on that date. I want to make sure we have a quorum, so please each board member let me know if the 24th will work for you. As the alternate, if the 24th is not good, we will hold the meeting on Saturday March 31st, so please let me know if that date works. After the presentations on 501(c)(3) and bylaws, I hope we can come to a decision on whether to Z move forward with Karl's proposal. "( 3. As some of you already know, we were recently offered a Fageol Twin Coach bus at no charge r if we would pay the shipping costs from Burnaby B.0 to Yakima. It is a model 34S which is identical to Twin Coaches used by YVT in Yakima in the 1940s and 1950s after cessation of rail http://webmail.earthlink.netlwamlmsg.jsp?msgid=10936&folder—INBOX&isSeen=false&x=1938519865 2/27/1 ' Wilson, Chris L 7 1 [7I V 1 1 1 From: Yakima Valley Trolleys[yakimavalleytrolleys@hotmail.comj Sent: Monday, February 27, 2012 9:37 PM To: Wilson, Chris Subject: Comments regarding Davis High School project Dear Christine, This is in response to your request for comments regarding the Davis High School project. I will not be able to attend Wednesday morning's meeting at City Hall due to a prior commitment, but if I were able to, here is what I would say: 1. Contrary to the architect's statement the the "trolley system is not currently operational", we make an annual trip to Selah over the track with a gasoline powered vehicle to keep the line open until the overhead wire can be repaired. We anticipate 2012 being the year repairs are finally commenced. 2. Because our poles are hidden in the trees on 6th Avenue, thieves have been able to repeatedly steal our wire by hiding up in the trees at night. In order to prevent this, we need to have our poles relocated to trackside in our 6th Avenue right of way. This should be planned for in the redevelopment. An alternative would be to leave our poles where they presently are, and completely remove the large trees that give the thieves protection. Better lighting should be afforded as well. 3. A couple years ago the City placed poles along the parking lot near the tennis court for our future feeder wire attachment and these poles need to remain, even if the parking lot is reconfigured. 4. When 6th Avenue is excavated, it may be necessary for them to replace some of our ties due to rot. Presently the rails are held in place by the concrete pavement, but when this is opened up, it may be discovered that the underlying ties are rotted away. Provision needs to be made for the possible replacement of the ties. 5. We have no objection to the removal of the unused sections of rail, but ask that all track materials removed in this project be deposited in our yard at 3rd Avenue and Pine Street. 6. Please add me to the mailing list for all correspondence regarding the project as it may affect the trolley tracks and operation. My email address is vakimavallevtrolleys(a hotmail.com. Thank you very much and have a great day! Ken Johnsen, President Yakima Valley Trolleys RECEIVED FEB 272012 CITY OF YAKIMA PLANNING DIV. ® Parks and Recreation NMIr "'� Division at' 509-575-6020 "r:,,,< rrt �;r-r` ?,;,,. 2301 Fruitvale Blvd. . Yakima., WA 98902 DST Comments DATE: February 22, 2012 TO: Christine Wilson, Assistant Planner FROM: Ken Wilkinson, Parks and !Recreation Manager SUBJECT: Davis High School, CL3#002-12, RWV#002-12, VAR4002-12, SEPA#005-12, ADJ#003-12 LOCATION: 212 South 6- Avenue PARCEL NO: Multiple COMMENTS: Portions of the Davis High School project include work to be conducted within Lions Park_ Impacted areas include the existing Tennis Courts, Basketball Court, Parking Lot and Playground. Proposed construction in Lions Park, including modifications to certain areas, have been reviewed and approved by the City of Yakima Parks and Recreation Commission; and have the support of Parks and Recreation staff. The proposed changes will provide a mutual benefit to the School and Lions Park. r We ask that when construction is to occur in Lions Park that the school district and contractor notify and work with Park Maintenance Staff. The proposal meets the following Parks and Recreation Comprehensive Plan Goals and Policies: Goal: To maintain existing parks and recreation facilities at a level that meets the public's desire for safe, clean, and enjoyable parks and facilities. Policy: Explore feasibility of cooperative maintenance agreements with Yakima School District and other appropriate agencies to provide services when parks are located adjacent to schools. Policy: Consider existing school facilities and grounds and their current use by the public in future land acquisition and park development. Policy: Promote private, public and private non-profit partnerships for capital improvements to parks. 5 L DST Comments Transit Division 509-575-6175 2301 Fruitvale Blvd. Yakima, WA 98902 DATE: February 21, 2012 TO: Christine Wilson, Assistant Planner FROM: Kevin Futrell, Transit Project Planner SUBJECT: Davis High School - CL3 002-12, SEPA 005-12, ADJ 003-12, RVW 002-12 PROPOSAL: New High School LOCATION: 212 S. 6th Avenue (7th Avenue and Walnut) PARCEL NOs: 181324-42481, 181324-42482,18132442483, 181324-434000, 181324-43401, 181324- 43402, 181324-43403, 181324-43404, 181324-43405, 18132443407, 18132443429, 181324-43430, 18132443442, 18132443443, 181324-43444, 181324-43452, 181324- 44406 COMMENTS: Right -Of -Way Vacation: Yakima Transit supports the applicants request to vacate a portion of 7th Avenue. Yakima Transit's Route 2 & 5 travel through the intersection at Walnut and 7th Avenue and the proposed vacation will allow traffic to flow smoother. Adjustment to Parking Standard: Yakima Transit supports the Yakima School District's request an adjustment to the parking standard. Commute trip reduction strategies are encouraged for large employers and sites like this. The Yakima School District tries to discourage single -occupancy vehicles ' by bussing students to the site and they provides monthly transit passes to their students at no charge to the student. Because of this, there are fewer vehicles coming to the site, as well as a reduction in the number of vehicles parking onsite. As a condition to approving the requested adjustment, Yakima Transit ' requests that the Yakima School District designate onsite carpool parking stalls in areas that are more desirable locations than non -carpool parking spaces. The school district should also consider charging for single -occupant vehicle parking and provide bike racks throughout the campus. SEPA: Yakima Transit's Routes 2 & 5 travel along Walnut at the north end of the site. There is an existing bus stop and bus pullout on the south side of Walnut between 6th and 7th Avenues. Yakima Transit typically accommodates approximately 25-60 youth both before and after school and a lesser amount throughout the rest of the evening. Currently, there are no passenger shelters to accommodate these students. The existing development and its expansion creates a traffic impact along Walnut Avenue and along 6th and 5th Avenues near the site, especially just before school starts and right after school ' ends during the weekdays. To adequately serve the proposed development, Yakima Transit requests that the developer install a standard -sized bus pullout as determined by the City Engineer or Traffic Engineer and two passenger shelters along Walnut between 7th and 8th Avenue on the south side of the street east of the alley. The bus pullout should be located as close to the alley as possible to reduce visibility issues for drivers turning 1 1 F1 out of the parking lot at 7th Avenue. The two passenger shelters should be size 5'x10' and be consistent with a typical Yakima Transit passenger shelter. The shelters need to be placed so as to allow handicap access and meet standard ADA travel (pathway) widths. If adequate right of way doesn't exist to accommodate these improvements, Yakima Transit requests that the School District dedicate an easement or right-of-way for that purpose. There are several reasons for choosing this new location for a bus pullout over the existing location. The existing location is located on a slope and not as maneuverable during winter weather. There is also very 1 little room for passenger shelters at the existing site. The majority of the riders travel from this site to the east. As ridership increases, Yakima Transit would like to add a bus pullout along the designated stretch of road on the north side of the street. The existing site likely doesn't have adequate right of -way with the right -turn lane that the City installed. Also, a pull out at the designated location will have less interference with passing traffic and the right turn lane. It is anticipated that the existing bus pullout could be reused for emergency vehicle parking. Sidewalks and handicap ramps should be installed along the roads bordering the site for special population group's accessibility to the bus system. Passenger shelters can be purchased from Yakima Transit or the Developer can choose to construct their own to City of Yakima standards. Specification information can be obtained upon request by contacting Yakima Transit at 509-576-6463. Yakima Transit will provide the appropriate signage. Transportation Goals and Policies: Goal T-8.1 - Policy 1: Evaluate alternative solutions to future capacity constraints such as increased transit use to minimize negative impacts and expense of street expansion. Goal T-8.1 - Policy 3: Maximize existing infrastructure investment through strategies to reduce demand on system, such as increased use of the Transit system, and other commute reduction strategies. Goal T-8.1 - Policy 4. Coordinate with new development in order to plan for the inclusion of new transit stops in their design plans. This could incorporate bus signage, benches, shelters, and bus pullouts. Goal T-8.2 - Policy 1: Determine the need for accommodating special population groups at the Transit Stop improvement Project level such as accessibility and ADA requirements, concentration of school age or elderly residents or other unique land use issues. Goal T-8.2 - Policy 2: Coordinate transit stops and other facilities at the project level, including the need for additional or relocated transit stops, bus pullout shelters, or other special improvements 1 ' February 21, 2012 To: Chris Wilson, Planner From: Glenn Denman Supervising Code Inspector ' Re: CL3#002-12 Davis High School Project 9 1 ' Fire hydrants shall be provided in accordance with the 2009 International Fire Code 1 (IFC), available fire flow, building type of construction, and as required by the City of Yakima Fire Department. 20 foot wide fire apparatus access roads shall be provided to within 150 feet of all portions of buildings and facilities, be of a hard surface capable of supporting imposed loads, and be extended to fire hydrants per the IFC. ' Permits are required for construction, and buildings shall be designed in accordance with the 2009 International Building, Fire, and Mechanical Codes, the 2009 Uniform Plumbing Code, and other applicable codes and standards. Sky Bridges shall be designed in accordance with section 3104 of the 2009 International Building Code (IBC), and if located over a public way, shall also be designed in accordance with chapter 32 of the IBC, as well as other local laws and ordinances. J 11 t 1 WC. INDEX City of Yakima Engineering Memorandum Date: February 21, 2012 To- Chris Wilson Assistant Planner ' From: Randy Meloy Surface Water Engineer Subject: CL3#002-12, SWPPP-12-003 Davis High School Chris, As this project involves clearing or grading one acre or more, a Stormwater Site Plan shall be required from the applicant. The main components of a Stormwater Site Plan 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 • Stormwater Pollution Prevention Plan (SWPPP) or Erosivity Waiver (Erosivity Waiver Certificate Statement required) The applicant is advised to read Chapter 7.83 of the Yakima Municipal Code to obtain all appropriate information concerning the Stormwater Site Plan and Chapter 7 82 for t information concerning the Stormwater Pollution Prevention Plan. Grading and/or building permits shall not be issued without an approved Stormwater Site r Plan. Complete stormwater design plans, specifications and runoff/storage calculations r 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 Chapter 2 Section 2.4 of the December 2006 edition of the Department of Ecology's Guidance for UIC Wells that Manage Stormwater Publication Number 05-10-067, 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) prior to construction. Randy Meloy Surface Water Engineer City of Yakima, (509) 576-6606 -z r ' DST Distribution List G t 1 1 Applicant: Yakima School District (Davis High School rebuild) File Number. Ci3#002-1Z RWV#002-12, VAR#002-12, SEPA#005-12, ADT#003-12 Date of DST Meeting: February 29, 2012 Assigned Planner. Christine Wilson City of Yakima Divisions and Yakima CountyPublic Services Codes' 'Ro ale Schneider Codes Glenn Denman Enjoeering Dan Ford Storm water Engineer Randy Meloy Wafer/Irrigation Mike Shane Wastewater Scott Schafer Fire `De ' artriient Baadon Dorenliusli Streets Traffic En ' eerie Joe Rosenlund Utili Services Pete Hobbs ' Other Agencies T,`, PaAs..and'Reaeation Ken.Wilkinson Transit Ken Mehm Transit Kevin Futrell Police Department Shawn Boyle Refuse .. ` Na*y Fortier Yakima Comity Public Svcs Vern Redifer Yala na Cciun';'Plaiiniil , Steye:Ericks'on 911 Communications Wayne Wantland Cqui F1ooa Control District Jeff Legg,. /N0 Ca` itoi;Theatre' " Gay Parker, .,,; ,P:0..B6x'102; Yakima; WA'98901 Committee for Downtown Yakima Jamie Lee Stickel 115 North 3,d Street, Yakima 98901 Comms tee:for;Dowritown Yakima ;Jaaues°Stickel P:O.-Box 9668;,Yakiiria'98909 Committee Manager - CDY Manager P.O. Box 881, Yakima 98901 Yaki",Tieton Irrigation District Ruck Rieke Joliir' Dicknai;' 470 Camp 4 Rd.-Yakiiiia; 'WA=98908 Nob Hill Water Jenna Leaverton 6111 Tieton Drive, Yakima 98908 Yakima.C6ti ;Health District, 'A t:McKuen , '- 1210 Ahtanuiri•Ria 'e,Dr„Vhn ori Ga 98903 WA State Dep artnient of Ecology Gwen Clear 15 W Yakima Ave Ste #200, Yakima 98902 No. Yakinia"SoilConservation:District., RayY.onderiheck 1606.;Pe"`.` 5t,5te,_,F;Yakima98902 Pacific Power and Light Co. Mike Paulson 500 N. Keys Rd, Yakima 98901 Qwest TmmMcAvoy '9 South- Ave 16-_304','_Y, a 98902 Cascade Natural Gas Co. Sheila Ross 701 South 19t Ave, Yakima 98902 YaldniSchool District 47 Elaine`Beraza <_ .104',1Vgrth 4 Ave, Yakiii x':98902 West Valley School District #208 Peter Ansin h 8902 Zier Rd, Yakima 98908 CharteriCommunications,. ' ' ICevn;CliiLeofe ` 1005.North.16 Ave; Yakima 98,902 County Clean Air Authority Gary Pruitt 329 North 1st Street, Yakima 98901, Yaldiiia Waste$ 'stems'<.. -Scott Robertson 2812',Terrace I Iei lits Dr;.Yal' ina 98901. Yaldma Greenway Foundation Al Brown 111 South 18th Street, Yakima 98901 US.Posi O_ ffi_ ice,::., , :_;, `,. `. `. Jeff; McKee .26 :W tNashiri Eon.Ave; Yakiiiia 98903 ._ .......... ..... ..... ..... ... Yakima alle Canal Co.' Robert Smoot t 1640 G arc e, Yakima 98 tson Lan 908 D ::. :............ <. or .: , dlt�.l e ent of Wildlife ;: 1701,5,; :,... .. . th:2t A 902 ou ,... ve, Yalama 98 Department of Natural Resources 713 Bowers Rd, EHeisb_urg 98926 tion). ",.,.;Salah;A1=T.min;, WSDQ ;( . 't of Timis Orta ' 2809'RuiikinRiiUnion-Ga '98903 parbnent of Fisheries Eric Bartrand P.O. Box 9155, Yakima 98909 Yal ama'Iii�liaii,Nation: `Tfialia Sachtleben '. P:Oa.Bok j%; ei `q89 48 . . Yakima Airport Lee Rimmel 2400 West Washington Ave, Yakima 98903 313 North;.3 ,;Street;;Yalanga.9£-901 City of Union Gap David Spurlock P.O. Box 3008, Union Gap 98903 WSDOT,;:Aviation Division . Jot►n Slamli'au” "' 1820`59 Drive NE S_ te; B;Arlin"` on WA 98223 Governor's Office of Indian Affairs PO Box 40909, Olympia, WA 98504 Ds Alitanu n Im anon; triit Betfi'Aini BitiTotte.: PO Box'563; Yakima,, ',98907,-'` Yakima-Mickitat Fisheries Project John Marvin 760 Pence Road, Yakima, WA 98909 De artrnent of Fish & Wildlife Mark Teske 201 North Pearl, Eflensbur& WA 98926 i 1 Ibarra, Rosalinda From: Ibarra, Rosalinda Sent: Thursday, February 16, 2012 12:02 PM To: Schneider, Royale; Denman, Glenn, Ford, Dan, Meloy, Randy; Shane, Mike, Schafer, Scott; Dorenbush, Brandon, Hobbs, Pete; Wilkinson, Kenneth; Mehin, Ken; Futrell, Kevin; Boyle, Shawn, Fortier, Nancy; 'steven erickson@co yakima.wa.us'; Wantland, Wayne Subject: DST PACKET - YSD Davis High School - CL3#002-12, RWV#002-12, VAR#002-12, SEPA# 005-12, ADJ#003-12 Attachments: DST PACKET - YSD Davis High School - CL3 RWV VAR SEPA ADJ.pdf Please submit your comments in Paladin before the meeting date. FYI - large site plans will be delivered via interoffice mail for some of you. Thanks! �RpsaCnda 16arra Planning Technician ribarra@6vakimama.us City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f: (509) 575-6105 L 1 [I I I 0 0 r J 1 1 � st City of Yakima Development Services Team Request For Comments February 15, 2012 To: City of Yakima Development Services Team From: Christine Wilson Subject: Request for comments Applicant: Yakima School District File Number: CL3#002-12, RWV#002-12, VAR#002-12, SEPA#005-12, ADJ#003-12 Location: Davis High School / 212 S. 6th Avenue Parcel Number(s): see attached site plan DST MEETING DATE: 2/29/2012 Loofburrow Wetch Architects on behalf of the Yakima School District has submitted land use applications for the proposed modernization and expansion of the existing Davis High School. Additions will increase the school's size to approximately 328,000 square feet on various levels. Construction will include a combination of new construction (additions), modernization of the existing buildings, and partial and full demolition of some exisiting buildings, Traffic and parking proposals include the vacation of portions of S. 7th Ave., West Spruce Street, and an alley between 6th and 7th Avenues, and a skybridge and a pedestrian courtyard on vacated 7th Avenue. YSD is working with the City of Yakima Parks and Recreation Division for improvements to Lion's Park including addition of parking and replacement of the existing tennis courts. No current or future modifications are proposed to the existing trolley tracks that run through 6th Avenue. Please review the attached applications and site plans and prepare any written comments you might have regarding this proposal. This project will be discussed at the weekly DST meeting to be held Wednesday, February 29, 2012 at 9:30 a.m. in the Planning Conference Room, second floor of City Hall. Should you have comments, but are unable to attend, please submit your comments prior to the meeting. My email address is cwilson@ci.yakima.wa.us and the Planning Department's fax number is (509) 575-6105. Should you have any questions, or require additional information, please call me at (509) 576-6736. Contact Person %.ommenis: Department/Agency APPENDIX B: ENVIRONMENTAL CHECKLIST (SEPA) YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER E Environmental Review DOC INDEX # DOCUMENT DATE E-1 Environmental Checklist 02/14/2012 FEE: Number: File Date: Received By: CITY OF YAKIMA ENVIRONMENTAL CHECKLIST - 1/27/2012 INTRODUCTION: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts 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 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 may be significant adverse impact. Complete this checklist for non -project proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NON - PROJECT ACTIONS (part D). For non -project actions, the references in the checklist to the words "project applicant," and "property or site", should be read as "proposal," "proposer," and "affected geographic areas", respectively. A. BACKGROUND (Attach additional sheets if necessary) 1. Name of Proponent: Yakima School District No. 7 RECEIVED 104 N 4th Avenue Yakima, WA 98902 Contact: Scott Izutsu FEB 1 4 2012 2. Property Owner! Yakima School District No. 7 CITY OF YAKIMA 104 N 4th Avenue PLANNING DIV. Yakima, WA 98903 Contact: Scott Izutsu Phone: Yakima School District: (509)573-7000; (509)573-7040 2. Person Completing Form: David Peterson, Loofburrow Wetch Architects, P.S. Phone: (509) 457-5121 DQC. Address: 201 West Yakima Avenue �NDEx Yakima, WA 98902 #— I 3. -Date Checklist Submitted: January 27, 2012 4. Agency Requiring Checklist: City of Yakima 5. Name of Proposal, if applicable: A.C. Davis High School Modernization and Additions 6. Proposed timing or schedule (including phasing, if applicable): Design period is from the present time to June 2012. Construction will be from September 2012 to December 2015 (refer to Appendix F for A.C. Davis Construction Phase Diagram). 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. Yakima School District commissioned a qualified engineer to complete a Phase 1 Environmental Site Assessment (ESA) investigation and Hazardous Building Materials (HBM) survey of the existing AC Davis High School. Further, and prior to closing, a Phase 1 ESA was commissioned for each of the properties purchased for expansion of the high school campus. A Transportation Impact Study has also been prepared and is included with the Type (3) Review land use application. 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. No. 10. List any government approvals or permits that will be needed for your proposal, if known. A. Type (3) Review and approval. B. SEPA review and approval. RECEIVE® C. City of Yakima Planning Department approvals. D. City of Yakima Public Works approvals. E. City of Yakima Building Permit for construction. FEB 1 4 2012 F. State Fire Marshal approval. G. Yakima County Health Department approval. CITY OF YAKIMA H. Office of Supt. Of Public Instruction (OSPI) approval for State Funding. PLANNING DIV. I. Labor & Industries Electrical Permit. 11. Give brief, 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 proposed project is for the modernization and expansion of the existing A.C. Davis High School. The existing school is approximately 243,000 square feet on four levels with some buildings three stories high. Additions will increase the school's size to I approximately 328,000 square feet, also on various levels and with a new classroom �t1 addition proposed to be three stories high. The site, including the sports fields south of the high school campus, is about 17.9 acres. The new school will be built to house about 2,100 students with a planned growth to 2,400 in the future. Construction will include a combination of new construction (additions), modernization of existing buildings, selective demolition of existing buildings, and full demolition of some existing buildings that have out -lived their useful life. The project includes several traffic and parking proposals: to vacate portions of South 7th Avenue, West Spruce Street, and an Alley between 6th and 7th Avenues; to open and use 6th Avenue for one-way vehicular traffic (parent and emergency/service vehicles); to increase on-site parking from about 300 non -conforming on-site parking spaces to about 408 conforming on-site spaces; to increase off-site (public) parking available for events to about 105 spaces; and to retain the existing school bus and public bus transit zones in their current locations. The proposal also includes developing a landscaped and hardscape pedestrian courtyard on vacated 7th Avenue between the proposed 3 -story classroom buildings. A two-level skybridge between classroom buildings on the west and east sides of the (vacated) 7th Avenue courtyard is proposed over the pedestrian courtyard (and that allows for emergency vehicle traffic to pass beneath). The project includes demolition of existing buildings, adding new buildings and space, and modernization of existing buildin?s: a new 3 -story classroom building (science and math) on the west side of (currently) 7' Avenue; replacing the existing classroom building at the CiI�D west side of the campus (adjacent to 7`" Avenue) with a new building; modernization and �{� expansion of the existing Theater building to a Performing Arts Center (reducing seating in the auditorium from about 1500 to about 725) and adding new space for music and �F 2Ut� performing arts programs; adding space for a new Commons/Food Service building adjacent to 6th Avenue; demolition of the 1950s gym and adding a new competitive my. �� YAj(MA Gymnasium for about 2500; retaining and modernizing the existing 1970s gym for PE VLoOG DIV. use; reconfiguration and expansion of the PE and athletic areas and locker rooms; demolition of the existing 1950s Vocational/Technical facilities and relocating them in existing space; modernization of the existing 3 -story Library/Lunchroom building; and adding other needed support spaces. Students, faculty and adminstrators will be on campus during construction. The proposal includes four major phases starting in September of 2012 with project close-out being achieved by December of 2015. Plans will be in place for student and staff safety and emergency response vehicular access throughout the phased construction process. Work is not proposed for the existing High School soccer and baseball fields south of the campus across Pine Street. Yakima Public Schools is working with the City of Yakima Parks & Recreation Department for improvements to the Lion's Park area, including the proposal to add public parking and the removal and replacement of the six existing tennis courts. No current or future modifications or improvements are proposed to the trolley tracks that run through the 6th Avenue area. The tracks will remain in place as they currently exist. It is proposed, however, work that is needed to revive the trolley system in the future will be done by the voluntary association in charge of the trolley line. 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. The current street address for AC Davis High School is 212 South 6th Avenue, Yakima, 'f11 WA 98902. The District will request a new address because the school's Administrative +U office will be relocated to the west side of campus, near the intersection of Walnut and 7m Z The campus is located on the blocks bounded on the north by Walnut Avenue, south b�r Tieton Drive, west by the alley between 7t" Avenue and 8th Avenues, and east by South 6t Avenue. Currently, South7th Avenue divides the campus in a north/south direction. Both Pine Street and Spruce Street divide the existing campus in an east/west direction. Legal descriptions for the properties owned by AC Davis High School and other properties purchased by Yakima School Dictrict No. 7 are included in Appendix A. A site survey (topographic map) and a vicinity map for the project are included in Appendix D. Evaluation : Agency Use O) B. ENVIRONMENTAL ELEMENTS (attach additional sheets if necessary) 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate !RF.(;F,I%JF-D percent slope) ? The steepest slope on the site is about 5%. AC Davis High School is built on a FF -8 �-"1� "bench" that runs north and south between 6t" Avenue and 7t" Avenue. The OF YAKIMA average slopes of the adjacent streets to the campus are about 5% for Walnut rrr Avenue 2% for Pine Street. The grade levels of the "bench" vary from 10 feet ` k-NNiNG DIV. near 6t" Avenue and about 15 feet near 7t" Avenue. The grade difference at the retaining wall between the soccer field and the baseball field (lower) is about 8- 1/2 feet. C. 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 prime farmland. C e. f The soils throughout the site are described as being very similar, consisting of 1 to 2 feet of sandy topsoil (SM) underlain by gravelly soils (GM -GP -GW) with varying amounts of sand and trace to little amounts of silt. The geotechnical report was prepared by GN Northern, with 14 test bores being drilled on site during their investigation. Refer to Appendix E for a copy of the report. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable soils were discovered during the geotechnical investigation. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Filling and grading activities would be undertaken for site grading, for water runoff control, for installing underground piping and conduits for utilities and infill, and for excavations and grading for building foundations and parking lots. The quantities are not known. Fill will be from an approved source. Could erosion occur as a result of cleari construction, or use? If so, generally describe. C # E-1 No significant erosion is expected. Construction activities could generate minor amounts of dust from soils that are exposed during construction. A dust and erosion plan will be developed on behalf of the District by the Civil Engineer, to be reviewed and approved by the Yakima County Clean Air Authority (YCCAA). The contract for construction will require that the project's General Contractor will take over responsibility for the plan from the District. The contract will require the Contractor to adhere to and implement the provisions approved by YCCAA during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The proposed site impervious surface coverage of the site will be about 66% - about 11.745 acres of the 17.88 acre campus. This is less than the 80% allowable the Yakima Urban Area Zoning Ordinance. Ins(yEIV EC) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 4 L.V Areas that are not hard surface (buildings, paved parking, sidewalks) will be ,,,�V pF YAKIMA landscaped. Dust control measures during construction will include watering 1►ti� + 4*10 DIV. construction areas and demolition areas and will also include a specified requirement to remove construction dirt from wheeled vehicals before leaving the site. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any generally describe and give approximate quantities if known. During construction: possible dust (dust abatement measures will be employed), minor traffic fumes from construction vehicles, exhaust from construction equipment. After completion: exhaust emissions from vehicles, emissions from the natural gas fuel source for the heating system. b. Is there any off site sources of emissions or odor that may affect your proposal? If so, generally describe. Exhaust emissions from vehicles using the adjacent streets. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Emissions from the building will be minimal due to the efficiency of the heating equipment. Dust control measures will be required during construction. 3. Water a. Surface: DOC. INDEX # - 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. 5. Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 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. No. The project will be connected to the City of Yakima municipal sewer system. Stormwater runoff for the design storm will be collected, treated as necessary, and retained on site. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No ground water will be withdrawn. Stormwater will be discharged into the ground, but not directly into ground water, through an approved stormwater system. DOC. INDEX No. 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. No. 3. 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. None. G 4. Will the proposal require surface water withdrawals or diversions? Give general 014 *1Q12 description, purpose, and approximate quantities A if known. co Div Pt No. 5. Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 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. No. The project will be connected to the City of Yakima municipal sewer system. Stormwater runoff for the design storm will be collected, treated as necessary, and retained on site. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No ground water will be withdrawn. Stormwater will be discharged into the ground, but not directly into ground water, through an approved stormwater system. DOC. INDEX 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. No waste water will be discharged into the ground from septic tanks or other sources. C. 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. Ise�f���� Runoff will consist of rainwater, snow melt and excess irrigation water. Runoff will be directed to an approved onsite collection and retention 4 4u12 system and discharged into the ground through infiltration. All water from the design storm will be retained on site and will not flow into other Of waters. 2. Could waste materials enter ground or surface waters? If so, generally describe. Treatment systems for the storm water collection and retention system will be designed in accordance with the Yakima County Regional Stormwater Manual and the Stormwater Management Manual for Eastern Washington in order to prevent the discharge of waste materials into ground or surface water. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A storm drainage collection system will be designed and installed in accordance with the Yakima County Regional Stormwater Manual and the Stormwater Management Manual for Eastern Washington. All runoff from the design storm will be retained on site except that runoff from the garbage collection areas will be discharged, as approved by the City, to the City of Yakima sanitary sewer system. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree:maple,oak,locust,ornamental trees evergreen tree: fir, pine, spruce other: X_ shrubs X_ grass _ pasture crop or grain wet soil plants: cattail, skunk cabbage, other buttercup, bullrush, water plants: water lily, eelgrass, milfoi other other types of vegetation TI�YDEE'X #' E-1 b. What kind and amount of vegetation will be removed or altered? The non -impervious areas will be replaced with irrigated landscaping as site development progresses. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The property is planned to be landscaped with lawn, shrubs and trees. Use of native plants will be considered and utilized as appropriate to the landscape plan that will be designed and developed. S. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the ,ReCONsite: G��Z None known except birds usually found in urban areas. F�d pya�N Birds: hawk, heron, eagle, quail, songbirds, other: C p f1 G oil- Mammals: deer, bear, elk, beaver, other: R Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known. C. Is the site part of a migration route? If so, explain. Do not know. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. 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. The buildings are planned to be heated with natural gas, air conditioned and lighted with electricity and will employ passive solar and daylighting strategies in the design. DDC b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. C. 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: The buildings will feature fully insulated envelopes, building orientation strategies for daylighting and design measures for sun control. The project will be designed to incorporate energy reduction strategies and energy conservation strategies contained in the Washington State Sustainable Protocol (WSSP) per the Office of Superintendent of Public Schools (OSPI) for school construction. 7. Environmental Health a. 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. S.Vef ED 'rEB�4-- �YAIVA wia 1n 1. Describe special emergency services that might be required. None. 2. Proposed measures to reduce or control environmental health hazards, if any: Not applicable. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None other than the current types of noise that exists. 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 hour's noise would come from the site). Short term: noise from construction activities (6:30 a.m. - 6:30 p.m.) Long term: minimal noise from school buses, school district employee and parent/student vehicles (7:00 a.m. - 7:00 p.m.) 3. Proposed measures to reduce or control noise) impacts, if any: Compliance with City of Yakima noise ordinance for construction activities. 8. Land and Shoreline Use a. What is the current use of the site and adjacEQQC, properties? MDEX Current use: A.C. Davis High School, a grade 9-12 secondary public school To the north: Commercial and residential To the east: Lion's Park and commercial To the south: Residential To the west: Residential and some commercial b. Has the site been used for agriculture? If so, describe. Do not know – but not for at least the last 100 years. C. Describe any structures on the site. There are 5 major structures on the high school site totaling 243,000 SF, plus 3 structures adjacent to the sports fields (south of Pine Street) and 8 classroom portable buildings on site. The structures include three 3 -story classroom buildings, a theater for 1550 with a fly loft, two gymnasiums for PE and athletics, vocational/technology education spaces, administrative spaces, food service and support spaces, and other school related programs within the buildings. The 8 classroom portable buildings will be removed during construction. There is no work proposed for the 3 sports buildings adjacent to the sports fields (concession stands, bleachers/storage/dugout building, dugouts). There are two apartment buildings adjacent to the campus that the District will purchase for expansion of the campus. d. Will any structures be demolished? If so, what? Yes. Existing buildings that have exceeded their useful life (a gymnasium %V1Ea complex, a classroom building, vocational education spaces, infrastructure, hard ��(j surface road and walks, and other various supporting structures) will be demolished. Other buildings will be partially demolished to serve a new and/or F�� �" 1Z expanded educational purpose. Buildings that currently will not properly serve a (future) educational purpose will be selectively demolished and modernized. The Of IAKIMA two apartment buildings that the District has purchased for expansion of the pcoLAN1496 014. campus will be demolished. (See Appendix F for Proposed Demolition Plan). e. What is the current zoning classification of the site? City of Yakima: Multi -Family Residential (R-3). f. What is the current comprehensive plan designation of the site? High Density Residential. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" or "Critical area"? Not to our knowledge. i. Approximately how many people would reside or work in the completed project? Approximately 160 staff employees and approximately 2,100 students. Future growth may reach 2,400 students in the future. ONDEX :— j. Approximately how many people would the completed project displace? Assuming two to three people per unit, it is estimated that approximately 30 to 40 people will be displaced from the two apartment buildings that the District has purchased for expansion of the campus. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None. The site has been used as a high school in this location since 1908, and there is no plan to change the use of the site in the future. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income �\l housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. 14 total units in two apartment buildings. Do not know the income category of the current residents. C. Proposed measures to reduce or control housing impacts, if any: YSD is working with the property management companies that currently manage the apartments to find alternate housing for the residents. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest existing building on site is the Theater fly loft roof (the area over the existing stage). It is about 77 feet above grade, and the theater roof itself is about 71 feet above grade. The existing theater structure and fly loft will be retained and the building will be modernized. Other proposed structures will be about 62 feet above grade or less. The principal exterior materials will be concrete, masonry, stucco, aluminum and metal cladding panels, roofing materials and glazing. Refer to Appendix G. b. What views in the immediate vicinity would be altered or obstructed? None. DOC. INDEX # E- f C. Proposed measures to reduce or control aesthetic impacts, if any: Exterior upgrades and additions will be consistent with the scale of the existing structures. One of the primary aesthetic design goals for this project is to disguise and soften the current "harsh" concrete architectural design. The exisitng exposed concrete structure will be reused, but is planned to be covered with new masonry, glazing systems and aluminum cladding panels. Exposed structural elements that are not covered may be painted. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot lighting, security/pathway lighting plus "architectural" lighting that will highlight the building will occur at night. There is currently bright sports field lighting being used periodically for night games and practices. During the day there may be reflected light from metal surfaces, glass and exterior siding materials. It is not likely that impacts from lighting will be different from what is currently produced. b. Could light or glare from the finished project be a safety hazard or interfere with views? RECEIVED No. The parking lot and security/pathway lighting system proposed is designed to light the parking surface and reduce or eliminate the impacts of glare. Parking lot FEB 1 4 IZ lighting will be designed to be low impact through the use of ceramic metal halide (CMH) lamped "inward and downward" type fixtures on poles about 30' in height CITY OF YAKIMA (LED lighting source is being studied as an alternative to the CMH light source). PLANNING DIV. Some "architectural" lighting will be used to highlight the building and pathways. c. What existing off site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: The pole -mounted parking lot light fixtures are designed to direct light "inward and downward" to reduce glare impacts. Pathway lighting will be provided for security. Architectural lighting will be included for enhancement of the architure and built environment. Light levels will be kept to the minimum levels necessary to provide for safety and security. Masony and other building materials will be matte -like finishes to reduce day -time reflected glare. The sports lighting is existing and will not change the current levels of brightness on a periodic, limited basis. 12. Recreation a What designated and informal recreational opportunities are in the immediate vicinity? Lion's Pool; public tennis courts, School District sports fields. b. Would the proposed project displace any existing recreational uses? If so, describe. M DD,. INDEX #- C . Proposed measures to reduce or control impacts on recreation, including recreation opportunities may be provided by the project or applicant, if any: The existing public tennis courts are past their useful life and are in need of replacement. After discussions and agreement with the City of Yakima, Yakima School District is planning on replacing the existing tennis courts after using the area as staging for construction for about a two and one-half year duration. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. The bronze statue of Justice Willian O. Douglas that was dedicated in 2004 will be retained in its current location in the central courtyard of A.C. Davis High School. The original sign from "North Yakima High School" has been kept and preserved off-site by the general contractor that built the last construction project on this site in the 1970's. It will be brought back to this site and placed in a position to be determined. c. Proposed measures to reduce or control impacts, if any: The statue of Justice Douglas will be removed and stored during construction. It will be reinstalled in the same location in the school's interior courtyard and in the same, original position. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Shown on site plans, if any. Public streets: South 7th Avenue — access from visitor parking lot (at intersection RECEIVED of 7th and Walnut); access from student parking lot and sports fields to the south. FEB �� I West Wainut Street — entry only from Walnut to parent drive (east of building on vacated 6`h Avenue); access from visitor and CITY OF YAKIMA staff parking lot (at the intersection of 71h Avenue and Walnut PLANNING D1V, Street). West Pine Street — access from student parking lot (intersection of Pine and 7th Avenue) and from sports fields (east and west). Refer to Appendix F. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? DOC. INDEX # E_- I c Yes. The current Yakima Transit bus stop is located near the corner of West Walnut Street and South 7th Avenue (on the south side of Walnut adjacent to the high school). Per Yakima Transit's request the bus pull-out on the south side of Walnut will be relocated west of 7th Avenue. The existing pull-out east of 7th will be retained for emergency vehicle parking. The plan is to add two bus shelters for riders at this bus stop to serve the local population and students. How many parking spaces would the completed project have? How many would the project eliminate? The proposal will have 398 conforming on-site parking spaces, including 12 ADA accessible spaces at the completion of construction. This number includes developing 22 new spaces on the east side of the school (using a par[ of the vacated South 6th Avenue property) and on property purchased for expansion of the campus. Parking areas that are eliminated will be rebuilt. Currently Davis High School has 301 non -conforming on-site parking spaces, including 9 non -conforming accessible spaces, all of which will be rebuilt or replaced. The parking proposal also calls for the reorganization and expansion of the existing City of Yakima public parking lot located north of Lion's Park (west of South 5th Avenue) in order to increase parking for Lion's Park users and for events at Davis High School. This lot currently has 38 spaces, all of which will be replaced. After reorganization, the lot will have 77 spaces, including 4 ADA accessible spaces. Refer to Appendix H for Yakima Parks & Recreation Meeting Minutes approving support of this plan. The 18 diagonal parking spaces currently located on the west side of Lion's Pool on (vacated) 6th Avenue will be reversed. They will be reorganized to slant in the opposite direction in order to allow access from one-way traffic (from north -to - south) on (vacated) 6th Avenue. The number of spaces in this area will increase to 21 spaces. There are 3 ADA accessible spaces at the Lion's Pool facility adjacent to Pine Street. Summary: Proposed total number of on-site parking spaces: 398 spaces. Off-site public spaces (6th Ave, Pine St., Lion's Park): 137 spaces. Total number of available on-site and off-site event parking spaces: 535 spaces d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe REVEIVED (indicate whether public or private). Y No, the project will not require any new roads or streets. Yes, the proposal will FEB 14 PC, nu12 require improvements to existing streets. Refer to Appendix C for the Transportation Impact Study. Cffy OF YAKIMA This proposal requests street vacations, from the City of Yakima, for South 7m PLANNING DIv- Avenue from West Walnut Street to West Pine Street and vacation of the portion of West Spruce Street from the western alley and continuing to the currently vacated portion of Spruce street. Improvements to the 7th Avenue ROW will include developing a pedestrian mall but retains access for fire and emergency vehicles. Eliminating the 7th Avenue and Spruce Street traffic routes that currently divide the campus (but keeping access for fire and emergency vehicles) will greatly improve pedestrian and student safety. Improvements to existing intersections will include re -striping the intersection of Pine Street and 5th Avenue for an east -bound left turn lane from Pine; at 6th ` Avenue and Walnut, to re -stripe the existing faded channelization including providing a left turn arrow for the westbound approach of Walnut to 6th; adding Z cross -walk striping at the intersection of Walnut and 6th Avenue; and adding cross -walk striping at the intersection of Tieton Drive and 7th Avenue. Infrastructure improvements adjacent to the project site will include improvements to or replacement of curbs, gutters and sidewalks. ADA accessible ramps at intersections will be in compliance with City of Yakima standards. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. However, there is, a trolley track located in an easement in (vacated) 61h Avenue. The trolley system is not currently operational, but accommodation for future pole locations will be coordinated. The existing track will be preserved in its current location and no modifications will be made to the track. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Peak school traffic occurs in the morning at the start of the school day. Intermittent traffic occurs during the business day, and some during the lunch hour and at the end of the school day. Weekend traffic would be minimal. Please refer to Appendix C for the Traffic Impact Study and specific information. g. Proposed measures to reduce or control transportation impacts, if any: In addition to the District's school bus system, measures to reduce or control transportation include encouraging students to use public bus transportation, to use carpooling (one-way parent lane on 6th Avenue), to ride bikes to school, and to walk to school. The proposal encourages bicycle use by providing secure on- site areas for day-to-day bike storage. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. FES Lu12 No. The Davis High School area is currently served by fire, police, emergency CMOF YAKIMA services and other public services. Security, telecom services and monitoring PLA�NJNG DIV. services will be under contract with independent service providers. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone/data, sanitary sewer, septic system, other. All utilities listed above except septic system DOC. INDEX "� b. 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: Sanitary sewer: Natural gas: Electricity: Irrigation water: Telephone service Refuse service: c. SIGNATURE City of Yakima City of Yakima Cascade Natural Gas Corporation Pacific Power City of Yakima (municipal water system) Qwest Yakima Waste Systems 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. Proponent or Person Completing Form Ravid Petexlgon, Project Architect JUignatur k Irion, of Property Owner, Deputy Superintendent RECEIVED FEB 14 2012 CITY OF YAKIMA PLANNING DIV, DOL'. INDEX #.L. -L. ' YAKIMA SCHOOL DISTRICT — DAMS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER F Land Use Applications 1 ����� F �'.¢r. �'._ �y+�rP,C ''�'�r_ �'�ir+.'- E -ji � �' �Y �]��£ i �.:lrM.. � '` F-1 Appendix A — Legal Descriptions 02/14/2012 F-2 Sky Bridge over 7 th Avenue — Written Narrative and Drawing 01/27/2012 F-3 Application — Transportation Capacity Analysis 02/29/2012 F-4 Application — Administrative Adjustment Narrative and Site Screening Section Drawing 02/14/2012 F-5 Applications — Right of Way Vacations F -5a: Petition No.12-02 —Alley Way, Block 314 - Narrative & Site Plan F -5b: Petition No. 12-03 — W Spruce St — Narrative & Site Plan F -5c: Petition No. 12-04 — S 7`" Ave — Narrative & Site Plan 02/14/2012 F-6 Application — Variance Narrative and Elevation Drawings 01/27/2012 F-7 Application — Class 3 Review Narrative 01/27/2012 F-8 Land Use Application Cover Pages with Property Owner's Signatures and List of Project Parcel Numbers 01/27/2012 1 I I I I I I I I I I , RECFiv;:n MY OF YAKIMA JAN 2 7 2012 LAND USE APPLICATION WY OF YAKIMA PLANNING DIV, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 129 NORTH SECOND STREET, 2NDFLOOR YAKIMA, WASHINGTON 98902 VOICE: (509) 575-6183 FAX: (509) 575-6105 C"T X Answer all questions completely. If you have any questions about this form or the application process call, come in person or refer to the accompanying instructions. This application consists of four parts. PART I - GENERAL INFORMATION AND PART TV — CERTIFICATION are on this page. PART II and III contain additional information specific to your proposal and MUST be attached to this page to complete the application. 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. F-1 1. APPLICANT NAME Loofburrow Wetch Architects 2. APPLICANT ADDRESS STREET 201 West Yakima Avenue CITY Yakima AND PHONE NUMBER STATE WA ZIP 98902 PHONE (509) 457-5121 MESSAGE , ( ) - 3. APPLICANT'S CHECK E] OWNER Z OWNER REPRESENTATIVE INTEREST IN PROPERTY ONE El CONTRACT PURCHASER ❑ OTHER 4. PROPERTY OWNER 10. -(IF OTHER THAN NAME Yakima Public Schools APPLICANT) PROPERTY OWNER'S STREET 104 N. 4h Avenue CITY Yakima ADDRESS AND PHONE STATE WA ZIP 98902 PHONE (509). 573-7040 MESSAGE (IF OTHER THAN APPLICANT) 0 -UPVINA-A-:L, IN UiVIDF-A rUlC 3UDMU I t-KLJ1-1--X I Y' Yakima school District Parcels' 181324-42452 / 181324-43400 / 181324-43405 / 181324-43404 / 181324-43403 7. EXISTING ZONING C 181324-44406 / 181324-4a481 / 181324-4A482 / 181324-4&483. / 181324-43429 / 181324-43430 / 181324-43401 R-3 181324-43442 / 181324-43443 / 181324-43444 Parcel # for Lion's Park: 181324-44432 8. ADDRESS OF SUBJE(. Parcel # for City tennis courts: 181324-42426 th I E Right -of -Way Vacation E] Short Plat Exemption ❑ Shoreline ❑ Utility Easement Release ❑ Interpretation by Hearing Examiner ❑ Other PAR IFTC -N 1. 1 certify ththe infor application and the required attachments are true and correct to the best of my knowledge. \1�t =- I/tIA1 0 OPERTOWNERS SIGNATURE DATE Revised 8-04 FOR ADMINISTRATIVE USE ONLY INDEX I FILE No. # f-- ' 212 South I Avenue, Yakima, WA. 98902 9. TYPE OF APPLICATION: (CHECK ALL THAT APPLY) Fj Class (2) Use Environmental Checklist (SEPA) X Class (3) Use ❑ Modification to Approved Class (2) & (3) Uses ❑ Rezone El Appeal Z Variance ❑ Non -Conforming Structure/Use F-1 Home Occupation ❑ Preliminary Subdivision Z Administrative El Short Plat Adjustment AND 10. SEE ATTACHED SHEETS I E Right -of -Way Vacation E] Short Plat Exemption ❑ Shoreline ❑ Utility Easement Release ❑ Interpretation by Hearing Examiner ❑ Other PAR IFTC -N 1. 1 certify ththe infor application and the required attachments are true and correct to the best of my knowledge. \1�t =- I/tIA1 0 OPERTOWNERS SIGNATURE DATE Revised 8-04 FOR ADMINISTRATIVE USE ONLY INDEX I FILE No. # f-- ' CITY OF YAKIMA JAN 2 7 2012 $QTY OF VAIUMA PLA WN G DIV.. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 129 NORTH SECOND STREET, 2ND FLOOR YAKIMA, WASHINGTON 98902 VOICE: (509) 575-6183 FAX: (509) 575-6105 INSTRUCTIONS —PLEASE SAD 1♦'IRST Please type or print yotir answers elearl . Answer all questions completely. If you have any questions about this form or the application process call, come in person or refer to the accompanying instructions. This application consists of four parts. PART I - GENERAL INFORMATION AND PART IV — CERTIFICATION are on this page. PART II and III contain additional information specific to your proposal and MUST be attached to this page to complete the application. 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. PART I — GENERAL INFORMATION 1. APPLICANT NAME Loofburrow Wetch Architects 2. APPLICANT ADDRESS STREET 201 West Yakima Avenue CITY Yakima AND PHONE NUMBER STATE WA ZIP 98902 PHONE (509) 457-5121 MESSAGE ( ) 3. APPLICANT'S CHECK ❑ OWNER ® OWNER REPRESENTATIVE INTEREST IN PROPERTY ONE ❑ CONTRACT PURCHASER ❑ OTHER 14. PROPERTY OWNER (IF OTHER THAN NAME Yakima Public Schools APPLICAN PROPERTY OWNER'S STREET 104 N. 40' Avenue CITY Yakima ' ADDRESS AND PHONE (IF OTHER THAN STATE WA ZIP 98902 PHONE (509) 573-7040 MESSAGE ( ) APPLICANT 6. ASSESSOR'S PARCEL NUMBER FOR SUBJECT PROPERTY: 18132442452 / 18132443400 / 18132443405 / 18132443404 / 18132443403 / 18132444406 7. EXISTING ZONING OF SUBJECT PROPERTY: R-3 8. ADDRESS OF SUBJECT PROPERTY: 212 South 6`b Avenue, Yakima, WA. 98902 9. TYPE OF APPLICATION: (CHECK ALL THAT APPLY) ' ❑ Class (2) Use ® Environmental Checklist (SEPA) ® Right -of -Way Vacation X Class (3) Use ❑ Modification to Approved Class (2) & (3) Uses ❑ Short Plat Exemption ❑ Rezone ❑ Appeal ❑ Shoreline ® Variance ❑ Non -Conforming Structure/Use ❑ Utility Easement Release ❑ Home Occupation ❑ Preliminary Subdivision ❑ Interpretation by Hearing Examiner ® Administrative ❑ Short Plat ® Other Adjustment f}ha1.1511S PART iI — SUPPLEMENTAL. APPLICATION AND PART III — REQUIRED ATTACHMENTS 10. SEE ATTACHED SHEETS PART W - CERTII+'iCA'TION 11. 1 certify th the innforma n on this application and the required attachments are true and correct to the best of my knowledge. \(Sl�I f t' 12 OPERT OWNERS SIGNATURE el/ / (2,_y - ! [ Revised 8-04 FOR ADMINISTRATIVMTSE ONLY t 7 07.--- e 9N FILE No. 1 t r r 11 I u r 1 u I�, CITY OF YAKIMA JAN 2 7 2012 .. , LAND USE APPLICATION CITY. OF YAKIMA P9:ANNlNG DIV. w ' DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 129 NORTH SECOND STREET, 2"D FLOOR " 7 YAKIMA, WASHINGTON 98902 VOICE: (509) 575-6183 FAX: (509) 575-6105 INSTRMZ'IONS;- PLEASE,.READ:FIRST... Please e: or :tintour answer ;elearl' . Answer all questions completely. If you have any questions about this form or the application process calls come in person or refer to the accompanying instructions. This application consists of four parts. PART I - GENERAL INFORMATION AND PART IV — CERTIFICATION are on this page. PART H and III contain additional information specific to your proposal and MUST be attached to this page to complete the application. 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. GF:P1ERAh:; INFORMAT. 1. APPLICANT NAME Loofburrow Wetch Architects 2. APPLICANT ADDRESS STREET 201 West Yaldma Avenue CITY Yakima AND PHONE NUMBER STATE WA ZIP 98902 PHONE (509) 457-5121 MESSAGE ( ) 3. APPLICANT'S CHECK ❑ OWNER ® OWNER REPRESENTATIVE INTEREST IN PROPERTY ONE ❑ CONTRACT PURCHASER ❑ OTHER 4. PROPERTY OWNER (I.OTHER THAN NAME APPLICAN'1) U x. PROPERTY OWNER'S STREET S y CITY ADDRESS AND PHONE [STATE ',) zip 1,187, �1 PHONE � 56a ) � c{� Z i �' MESSAGEAPPLIC( ) (IF OTHERTTHAN 6. ASSESSOR'S PARCEL NUMBER FOR SUBJECT PROPERTY: 18132443402 7. EXISTING ZONING OF SUBJECT PROPERTY: R-3 8. ADDRESS OF SUBJECT PROPERTY: ' 313 S 7'h Avenue, Yakima, WA 98902 9. TYPE OF APPLICATION: (CHECK ALL THAT APPLY) ❑ Class (2) Use ® Environmental Checklist (SEPA) ® Right -of -Way Vacation X Class (3) Use ❑ Modification to Approved Class (2) & (3) Uses ❑ Short PIat Exemption ❑ Rezone ❑ Appeal ❑ Shoreline ® Variance ❑ Nan -Conforming Structure/Use ❑ Utility Easement Release ❑ Home Occupation ❑ Preliminary Subdivision ❑ Interpretation by Hearing Examiner ® Administrative ❑ Short Plat ❑ Other Adjustment _ PART II -:SUPPLEMENTAL APPLICATION'AND' PART M.- REQUIRED ATTACHMENTS 10. SEE ATTACHED MEETS PART iV = CtkATION. 11. I certify at ther on this application and the required attachments are true and correct to the best of my knowledge. DOUG LEMON 206- N. 6th Ave, Suite -R P 0 ,.RTY OWNERS SIGNATURE P.O. BOX 541 DATE Revised 8-04 FOR ADI UNISTRA IVE USE ONLY FILE No. F ,� i,t x�✓'"'. Il DATE FEE PAID RECEIVED BY I AMOUNT I RECEIPT NO HEARING DATE CLASS (3) REVIEW 1 _ -- - _-__1 _ ____ t _ -1 .... .., t ��� ..�, �,.. ,�..�.,.5 11"111U%.i vi 11vunl116 Ullub anu pal King spaces. II the proposal is for a business describe hours of operation, days per week and all other pertinent information related to business operations. 1 B. How is the proposal compatible to neighboring properties? What mitigation measures are proposed to promote compatibility? C. Is your proposal consistent with current zoning of your property; and, -' Is your proposal consistent with uses and zoning of neighboring properties? D. Is your proposal in the best interest of the community? ^, 7. AN ENVIRONMENTAL CHECKLIST: (If required by the Washington State Environmental Policv Act (SEPA)) Note: If you have any questions about this process please come in person to the Planning Division, 129 North 2nd St. Yakima, WA or call the Planning Division at (509) 575-6183, Monday through Friday 8 a.m. to 5 p.m. FOR ADMINISTRATIVE U S E ONLY For Class (2) Applications, the proposed development reauires Class (2) Review for the following reasons: Listed as a Class (2) use in Table 4-1; or, Structural or other physical site improvements are proposed or required by this title, and the use has frontage on a designated collector or arterial road (single-family dwellings, duplexes, and their accessory structures are exempt from this provision); or All or part of the parcel proposed for development is in the Flood Plain, Airport, or Greenway Overlay Districts, or, The proposed use includes hazardous materials; or, A mobile or manufactured home listed as a Class (2) use in Section 15.04.120. Revised s -o® o INDEX "'1 I I CHAPTER 15.14 AND 15.15, YAKIMA URBAN AREA ZONING ORDINANCE (UAZO) 1. PROPOSED LAND USE TYPE (Important: Must be taken From Table 4-1 of the Urban Area Zoning Ordinance I �- Senior High School 2 LEGAL DESCRIPTION OF THE SUBJECT PROPERTY: (Attach if lengthy) RECEIVED See Appendix A - Legal Description JAN 27 2012--A- CR'Y OF VAKIMA 5. SITE PLAN REQUIRED: (Please use the City of Yakima Site Plan Checklist) See Attached Plans 6. A WRITTEN NARRATIVE: (Please answer the following questions in the narrative) See Attachment ^, A T~,.11., 4—_,.;I. *l,o ,. _A ,L..,,.1___ -- - I ---" - - ' _ -- - _-__1 _ ____ t _ -1 .... .., t ��� ..�, �,.. ,�..�.,.5 11"111U%.i vi 11vunl116 Ullub anu pal King spaces. II the proposal is for a business describe hours of operation, days per week and all other pertinent information related to business operations. 1 B. How is the proposal compatible to neighboring properties? What mitigation measures are proposed to promote compatibility? C. Is your proposal consistent with current zoning of your property; and, -' Is your proposal consistent with uses and zoning of neighboring properties? D. Is your proposal in the best interest of the community? ^, 7. AN ENVIRONMENTAL CHECKLIST: (If required by the Washington State Environmental Policv Act (SEPA)) Note: If you have any questions about this process please come in person to the Planning Division, 129 North 2nd St. Yakima, WA or call the Planning Division at (509) 575-6183, Monday through Friday 8 a.m. to 5 p.m. FOR ADMINISTRATIVE U S E ONLY For Class (2) Applications, the proposed development reauires Class (2) Review for the following reasons: Listed as a Class (2) use in Table 4-1; or, Structural or other physical site improvements are proposed or required by this title, and the use has frontage on a designated collector or arterial road (single-family dwellings, duplexes, and their accessory structures are exempt from this provision); or All or part of the parcel proposed for development is in the Flood Plain, Airport, or Greenway Overlay Districts, or, The proposed use includes hazardous materials; or, A mobile or manufactured home listed as a Class (2) use in Section 15.04.120. Revised s -o® o INDEX "'1 1 1 1 RECEIVED ATTACHMENT FEB 1 d 2012 A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS CITY OF YAKIMA PLANNING DIV. TYPE (3) REVIEW —WRITTEN NARRATIVE A. Fully describe the proposed development, including number of housing units and parking spaces. if the proposal is for a business describe hours of operation, days per week and all other pertinent information related to business operations. The project is for the modernization and expansion of the existing A.C. Davis High School. Construction will be a combination of new construction (additions), modernization of existing buildings, and new -in - lieu of modernization. The project includes proposals to vacate portions of 7th Avenue, Spruce Street, and an Alley between 6th and 7th Avenues. 6th Avenue will be opened and used for one-way vehicular access and student drop-off zones. Buses will remain on 7th Avenue, south of Pine Street. Available on-site and off-site parking will be increased. Development of vacated 7th Avenue, Spruce Street, and the Alley will be phased along with the phased building construction. The entire site will be considered_a construction site, including the vacated roads, and not available for public through -access during the duration of construction (September 2012 to December 2015). Student, staff, maintenance, construction, and emergency vehicle and pedestrian access will be coordinated between the Contractor, City services, and the high school administrative staff. In addition, the athletic fields south of. Pine Street will be considered part of the construction site, and may be used for temporary contractor's secure storage area. Temporary staff and student parking will be available on site in gravel -surfaced areas during construction. The existing facility is approximately 243,000 square feet. With additions the new facility will be approximately 328,000 square feet. A new three-story Science and Math building will be constructed on the west side of (currently) 7th Avenue. Existing classroom buildings will be modernized or constructed new -in -lieu. The existing Auditorium building will be modernized and expanded into a new Performing Arts Center, including additional square footage for music rooms and support spaces. Seating in the modernized Theatre will be reduced from approximately 1,550 people to approximately 725. A new Commons and Food Service building will be constructed in place of the existing Administration building (with additional square footage). The existing Main Gym will remain and be modernized. The existing Auxiliary Gym will be demolished. A new Athletics area will be constructed, including a new Gymnasium with two full-size basketball courts, volleyball courts, and an aerobics/dancing/batting cage auxiliary court area. The athletics addition includes new Women's and Men's locker rooms, Training Room, Health Classrooms, storage rooms and other support spaces. Fitness and Weight rooms will be constructed within existing square footage. When 7th Avenue is vacated between Pine and Walnut Streets, a landscaped/hardscaped pedestrian courtyard will be developed between the new three story addition and a new (new -in -lieu) Administration, Library, and Art Classroom building. A pedestrian skybridge is planned to connect the new 3 -story classroom building with the classroom buildings east of 7th Avenue. The design of the new courtyard area and skybridge will allow for emergency vehicular access. The existing student courtyard DOC. INDEX # 'F' 7 0 uJ w IJ M N Y o area will be completely re -landscaped as well. The statue of Chief Justice William O. Douglas will } z remain in place. O2 W� J Students, Faculty, Administrators and support staff will remain on campus during construction. Z3 a Construction itself will be completed in four major phases, from Fall of 2012 to Fall of 2015. Plans will be in place for student and staff safety and emergency response vehicular access throughout the phased construction process. No work is proposed for the existing High School soccer and baseball fields south of the school campus across Pine Street. Yakima Public Schools and the Design Team are also working with the City of Yakima Parks & Recreation Department for improvements to the Lion's Park area, including additional parking and replacement of the existing six tennis courts (City property). The existing Yakima Trolley tracks will remain in place and no current or future modifications or improvements are included with this proposal. We are, however, proposing to remove two portions of abandoned track spurs prior to resurfacing 6th Avenue. Refer to Appendix I. B. How, is the proposal compatible to neighboring properties? The school has been on this site since 1908 (originally known as North Yakima High 'School) with substantial additions constructed in the late 1970's. The proposed educational facility, with - modernizations and additions, will function essentially has it currently does. This proposal is not anticipated to have any permanent adverse affects on the surrounding community, and will be compatible with the neighborhoods, parks, businesses, health care facilities, and places of worship that have grown up around the school over the last 100 -plus years. What mitigation measures are proposed to promote compatibility? The proposal includes an application to vacate 7th Avenue, between Pine and Walnut Streets, which will then be used partially for additional parking and also a pedestrian courtyard area. Also, 6th Avenue will be opened and turned into one-way access (north to south) for vehicular student drop-off. The proposed design will increase on site parking from 301 non -conforming parking stalls to be demolished and re -built, to 408 conforming parking stalls — including 18 ADA accessible spaces and 20 new spaces on the east side of the school incorporating a part of the vacated 6th Avenue property. An additional 105 off-site public parking stalls, including 7 ADA accessible spaces, are proposed and are intended to be used mainly for after hours event parking. These measures will reduce the amount of parking needed on the neighboring streets for student and staff (which is currently minimal — refer to Transportation Impact Study), and enhance vehicular and pedestrian safety on and around the school campus. The existing facility and site can already be considered "urban" in nature. This proposal will maintain that relationship with the surrounding community in terms of building height (existing and as allowed by code and City ordinances), views, and materials such as concrete, masonry, stucco, aluminum cladding panels, roofing materials and glazing. DW. IX r-7 C 1 r �1 1 J ' C. Is your proposal consistent with current zoning of your property; and, Is your proposal consistent with uses and zoning of neighboring properties? The current zoning of the property is R-3, Multi -Family Residential. The current comprehensive plan designation is High Density Residential. The proposal is consistent with the current use and zoning of the neighboring properties. ' D. Is your proposal in the best interest of the community? As stated above, this high school has been an integral part of Yakima's history for over a century. It has grown in size as Yakima itself has grown. The current facility is inadequate for the growing student population; current technology systems, mechanical and electrical systems, and classroom sizes are ' inadequate to support a quality learning environment. This proposal will not only house the growing population, but all technology, electrical, and mechanical systems will be completely replaced with state-of-the-art systems, dramatically increasing efficiencies and dramatically decreasing on-going maintenance and repair costs. The new Performing Arts Center itself will become a focal point of the community and a High School already well known for its high level of participation, education, and success in the Arts. 1 RECEIVED ' FEB 1 Q �012� ' OF YAMA PLANNING D V. 1 �lll'T�Y l 'i Tr - a Supplemental Application For: VARIANCE YAKIMA URBAN AREA ZONING ORDINANCE, CHAPTER 15.21 PART II -APPLICATION INFORMATION 1. TYPES OF VARIANCE ( q at least one) ❑ Lot Size Building Height I ❑S1 n I ❑ Critical Areas ❑ Other I Variance Is From YMC 2. AMOUNT OF ADJUSTMENT 50' ± 56' = 6' Zoning Standard Proposed Standard Adjustment 3 PROPOSED USE. (Must Be Taken From YMC Ch. 15 05, Table 4-1) Senior High School 4. LEGAL DESCRIPTION OF THE SUBJECT PROPERTY: (Attach if lengthy) See Attached PART III - REQUIRED ATTACHMENTS 5 WRITTEN NARRITIVE: See Part IV See Attachement 6. SITE PLAN REQUIRED: (Please use the City of Yakima Site Plan Checklist, attached)See Attached Plans PART IV - WRITTEN NARRITIVE: Please submit a written response to the:followin items A variance shall be granted only when the applicant demonstrates that the variance will not be contrary to the public interest, is not self-created, and that practical difficulty and unnecessary hardship will result if it is not granted. The applicant must clearly establish and substantiate that the request for variance conforms to all the requirements: A. Would granting the variance be consistent with the general purpose and intent and not be injurious to the neighborhood or otherwise detrimental to the public welfare? B. Would granting the variance permit the establishment of a use not permitted in a particular zoning district? C. Does a unique circumstance exist that is not generally applicable to land or structures in the neighborhood? D. Would the strict application of the provisions deprive the applicant of reasonable use of such land or structure? E. Does an unnecessary hardship exist? RECEIVED JAN 2 7 2012 F. What is the minimum variance needed? CR Uh VHKIMti PLANNING DIV. G. Is the property located in the Floodplain or Airport Overlay? Note: if you have any questions about this process, please contact us. City of Yakima, Planning Division, 129 N 2nd St., Yakima, WA or 509-575-6183 Revised 12-08 1 1 1 1 RECEIVE® ATTACHMENT A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS JAN 2 7 2012 CITY OF YAKIMA HEIGHT VARIANCE —WRITTEN NARRATIVE PLANNING DIV A. Would granting the variance be consistent with the general purpose and intent and not be injurious . to the neighborhood or otherwise detrimental to the public welfare? Granting the height variance will be consistent with the existing architecture and would not be injurious or detrimental to the public welfare. Note that the fly loft of the existing stage built in 1937, is about 77' high above the 6t" Avenue elevation. B. Would granting the variance permit the establishment of a use not permitted in a particular zoning district? No. C. Does the unique circumstance exist that is not generally applicable to land or structures in the neighborhood? This is a school campus with existing buildings three or more stories in height. Granting the variance will allow expansion of the school facility, including new three-story classroom buildings. D. Would the strict application of the provisions deprive the applicant of reasonable use of such land or structure? ' Yes. Programmed expansion of the school, in regards to the square footage needed to adequately house the student population, requires that three story buildings be constructed on the limited site area available. ' E. Does an unnecessary hardship exist? 1 7 Existing site square footage available for expansion of buildings and parking is very limited. Vertical expansion (3 story buildings) is needed to provide additional educational square footage. F. What is the minimum variance needed? 6 feet at new construction. 1. Building "C": overall height = 62'; height to midpoint of roof = 56' (6' variance requested). See the attached Building C West Elevation. 2. Building "E": overall height = 55'; height to midpoint of roof = 55' (5' variance requested). See the attached Building E East Elevation. 3. New Gymnasium / Building "A": overall height = 50' (no variance required).\ 4. Variance for existing buildings. Highest overall height of existing buildings is 77, at the stage fly loft, and 71' at the existing Auditorium parapet (built in 1937). A variance is requested to allow the A� existing structures to remain (approximately 27' variance requested). See attached Building D East Elevation. G. Is the property located in the Floodplain or Airport Overlay? No. RECEIVE® t JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. I' 1 DOC. INDEX 1 JAN 2 7 2012 COF YAKIMA ITY DIV- Bullding'C' Root Midpoint Building C West Elevation —/16' = P_p. JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV Building'E' Roof Midpoint ilding E East Elevation =,,_o. rr r r r r r� r r r r r r r r ■r rr �r � RECEIVE® JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Building D East Elevation 16th Avenue 1/16' = ,•-0W JAN 2 7 2012 CITY OF YAKIMA CITY OF YAKIMA, WASHINGTON INNING DIV. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT APLICATION FOR VACATION OF PUBLIC STREETS OR ALLEYS CITY OF YAKIMA, 129 NORTH SECOND STREET, YAKIMA, WA 95901 (509) 575-6113 INSTRUCTIONS 1. This application form must accompany a petition for the processing of right-of-way vacations. 2. Please print or type your answers. 3. This form is primarily for the purpose of establishing the principle applicant for any proposal to vacate a street or right-of-way. Often there may be many parties involved in a right-of-way vacation. It is important to establish which party is responsible for supplying the technical or detailed information required in this process. PEE A non-refundable fee is required for the processing of this application, payable to the "City of Yakima" at the time of filing of the application and petition. APPLICANT INFORMATION Name of applicant Yakima Public Schools Address of applicant 104 N. 4th Avenue) Yakima, WA 98902 Applicant's Telephone Number (509) 573-7040 Persons or parties wishing to vacate a public street, alley or right-of-way (for access) must first submit a petition, which provides a legal description of the area. The included petition must be signed by property owners of two-thirds of the abutting property surrounding the right-of-way to be vacated. In addition, a narrative should be submitted which includes the following information: A statement which includes the calculation of the requirement for obtaining two-thirds of the property owner's signatures of abutting lands (which may include a parcel map). 2. The applicant must submit a written narrative declaring how the proposed right-of-way vacation meets the criteria for approving petitions for right-of-way vacations as summariz ® . 9PlDEx a. The petition to vacate the right-of-way must explain the public benefits of the project, the reasons for the proposed vacation and the limits of the vacation. ' - b. The vacation of any right-of-way cannot deny sole access to any property. ' c. Petitions should be consistent with the Six-year Transportation Improvement Plan, the N Urban Area Comprehensive Plan and other official City Plans and policies. }� d. Vacation of Right -of -Ways should be appropriate with existing and anticipated ' development in the area, based upon zoning, current use and long-range plans. 'LU e. Existing Public and Franchised utilities located in the right-of-ways to be vacated should be relocated at the expense of the developer or an adequate easement provided. If it is determined that such existing utilities do not need to be relocated, this requirement may ' be waived. ATTACHMENTS ' The following items should be submitted to complete this application for the vacation of public streets or alleys. The Department of Community and Economic Development may waive some items if the ' applicant submits a request that shows just cause for such waiver. 1. A title search or report, is required to be submitted describing the legal status and ownership of the right-of-way (this requirement may be waived). 2. A survey of the area to be vacated (this requirement may be waived). 3. The petition must contain an accurate legal description of the area to be vacated and should be ' accompanied by a map which identifies the area. A survey plat may be substituted for another map. 4. A fair market appraisal if the adjoining assessed values indicate expected value greater than $4,000. The complete policy of the Yakima City Council regarding required compensation from Right -of -Way Vacations is found in Resolution D-5630, adopted by the Yakima City Council on ' September 12, 1989. 5. Engineering plans as appropriate to indicate how the curb, gutter and other physical features will be treated after -the vacation is enacted. 6. A traffic analysis prepared by a Certified Engineer is required by the City of Yakima Department ' of Public Works, which describes the impact to the City transportation network of the closure of the right-of-way. (This requirement may be waived.) The City Traffic Engineer will provide guidance in determining the scope of the review for each individual case. IND EX PETITION NO. ,��`�� FEB 1 4 2012 CITY OF YAKIIMA, WASHINGTION PETITION TO VACATE STREET OR ALLEY CITY OF YAKIMA To the City Council of the City of Yakima, Washington. PANNING DIV. Comes now the undersigned petitioners and, pursuant to RCW Chapter 35.79, now respectfully show: The undersigned petitioners request that the -following described street, alley or portion thereof, located in the City of Yakima, be vacated pursuant to RCW 35.79 (provide legal description below, or attach to petition if lengthy). Alley Way, Block 314 - See attached description. Each of the undersigned petitioners is the owner of an interest in real estate abutting on the above-described area. The undersigned petitioners constitute owners of more than two-thirds of said abutting property. Wherefore, petitioners pray that proceedings be heard hereon for the vacation of said area in the manner prescribed by RCW Ch. 35.79. Yakima Public Schools Owner Sig Owner Signature Owner Signature 104 N. 4th Avenue, Yakima, WA 98902 Address z / Z� Date Address Date Address Date 100 1/0 Ownership % Ownership % Ownership % (if there are more property owners than what is room for please attach a separate list of property owners abutting the right-of-way to be vacated as well as their address, percentage of frontage on the right-of-way, and signature with date and the total ownership percentage of the property owners participating in this vacation) ATTACHMENT ' A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS ALLEY (between S. 7th and 6th Avenues) RIGHT -of -WAY VACATION — WRITTEN NARRATIVE A. What is the public benefit, reason for, and limitations of the proposed right-of-way vacation? ' The alley in question is, for all practical purposes, a part of the high school campus. It is located between existing classroom buildings and several portable classroom buildings. It is currently used for ' student and staff site access and parking. Vacating the alley will allow for expansion of the existing school structure and redirect site access and parking elsewhere on site. ' B. Does the vacation deny sole access to a public street for any property? No. The alley proposed to be vacated will be entirely on the high school site. The Transportation Impact Study included with the Type (3) Review indicates that no major impacts are ' anticipated as a result of the re-routing of on-site vehicular circulation, including vacating this alley. C. Is the proposal consistent with existing plans of the City? Yes. D. Is the vacation appropriate with existing zoning and land use? Yes. E. Are there any public or franchised utilities in the right-of-way to be vacated and if so, will they be ' relocated? Several existing utilities will be relocated. RECEIVE® JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. BPdDD( F- 5�. i PETITION NO. ) ` v CITY OF YAKIMA, WASHINGTON PETITION TO VACATE STREET OR ALLEY C_ The petitioners request that the following described street, alley or portion thereof, located in the City of Yakima, be vacated pursuant to RCW 35.79 (legal description below). S.7 th Avenue That portion of 7`fi Avenue, formerly Tacoma Avenue, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying northerly of the northerly right of way line of West Pine Street and southerly of the southerly right of way line of West Walnut Street. Or i �1114*1:47 PETITION NO. /oZ '63 FEB 1 4 2012 CITY OF YAKIMA, WASHINGTION QTY OF YAKIMA PETITION TO VACATE STREET OR ALLEY PLANNING OIV To the City Council of the City of Yakima, Washington. Comes now the undersigned petitioners and, pursuant to RCW Chapter 35.79, now respectfully show: The undersigned petitioners request that the following described street, alley or portion thereof, located in the City of Yakima, be vacated pursuant to RCW 35.79 (provide legal description below, or attach to petition if lengthy). W. Spruce Street Each of the undersigned petitioners is the owner of an interest in real estate abutting on the above-described area. The undersigned petitioners constitute owners of more than two-thirds of said abutting property. Wherefore, petitioners pray that proceedings be heard hereon for the vacation of said area in the manner prescribed by RCW Ch. 35.79. Yakima Public Schools 104 N. 4th Avenue, Yakima, WA 98902 Owner Address 211111 Z { 00 Signa re Date Ownership % Owner Address Signature Date Ownership % Owner Address 1 Signature Date Ownership % ' (if there are more property owners than what is room for please attach a separate list of property owners abutting the right-of-way to be vacated as well as their address, percentage of frontage on the right-of-way, and signature with date and the total ownership percentage of the property owners participating in this vacation) RECjEIVEED JAN 2 7 1n. ATTACHMENT (_ u IZ A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS CPLANIVINd DILA IV. W. SPRUCE STREET RIGHT -of -WAY VACATION —WRITTEN NARRATIVE A. What is the public benefit, reason for, and limitations of the proposed right-of-way vacation? Vacating Spruce Street between the alleys west and east of S. 7t" Avenue will contribute to unification of the campus as a whole, i.e. no non -school related vehicular traffic on site. This portion of Spruce Street will be incorporated into the rebuilt and expanded parking area. B. Does the vacation deny sole access to a public street for any property? No. The portion of Spruce Street proposed to be vacated will be entirely on the high school site. Spruce Street from the east of 7t" Avenue to 6t" Avenue has already been vacated and is part of the high school campus. The Transportation Impact Study included with the Type (3) Review indicates that no major impacts are anticipated as a result of the re-routing of on-site vehicular circulation, including vacating this portion of Spruce Avenue. C. Is the proposal consistent with existing plans of the City? Yes. D. Is the vacation appropriate with existing zoning and land use? Yes. E. Are there any public or franchised utilities in the right-of-way to be vacated and if so, will they be relocated? An existing gas line that serves the high school will remain. PETITION NO. CITY OF YAKIMA, WASHINGTON PETITION TO VACATE STREET OR ALLEY The petitioners request that the following described street, alley or portion thereof, located in the City ' of Yakima, be vacated pursuant to RCW 35.79 (legal description below). ' W. Spruce Street That portion of Spruce Street, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying easterly of the easterly right of way line of the alley way within Blocks 331 and 333 of said Plat and lying westerly of the ' easterly right of way line of the alley way within Blocks 313 and 314 of said Plat. RECEIVE® FEB 1 4 2012 ' CRY OF YAKIMA PLANNING DIV. INDEX L5. RECEIVE® PETITION NO. a-' FEB 1 4 2012 CITY OF YAKIMA, WASHINGTION ( pF YAKIMA PETITION TO VACATE STREET OR ALLEY PANNING OI V. To the City Council of the City of Yakima, Washington. Comes now the undersigned petitioners and, pursuant to RCW Chapter 35.79, now respectfully show: The undersigned petitioners request that the following described street, alley or portion thereof, located in the City of Yakima, be vacated pursuant to RCW 35.79 (provide legal description below, or attach to petition if lengthy). S. 7th Avenue Each of the undersigned petitioners is the owner of an interest in real estate abutting on the above-described area. The undersigned petitioners constitute owners of more than two-thirds of said abutting property. Wherefore, petitioners pray that proceedings be heard hereon for the vacation of said area in the manner prescribed by RCW Ch. 35.79. Yakima Public Schools 104 N. 4th Avenue, Yakima, WA 98902 Owner Address 2 / Z__ 10011/' Signatu Date Ownership % Z Address Signature Date Ownership % Owner Address Signature Date Ownership % (if there are more property owners than what is room for please attach a separate list of property owners abutting the right-of-way to be vacated as well as their address, percentage of frontage on the right-of-way, and signature with date and the total ownership percentage of the property owners participating in this vacation) ),)- - 6y RECEIVE® ATTACHMENT JAN 2 7 2;;i2 A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS CITY OF yAKIMA r +pL.ANNINe DIV• S. 7" AVENUE RIGHT -of -WAY VACATION — WRIT T EN NARRATIVE t A. What is the public benefit, reason for, and limitations of the proposed right-of-way vacation? The high school construction project includes an addition of a new three-story science and math $ p J building on the west side of what is currently 7t" Avenue. Vacating 7t" Avenue between W. Pine and W. Walnut Streets will unify the campus and eliminate a heavily used (morning and afternoon student drop-off and pick-up) vehicular path through the middle of campus. A pedestrian path and courtyard will be developed in its place along with additional parking with access directly off of Pine and Walnut Streets. The Transportation Impact Study included with the Type (3) Review reiterates that the vacation will provide safer pedestrian access between the areas east and west of 7t" Avenue and more efficient mobility between the existing and proposed buildings. B. Does the vacation deny sole access to a public street for any property? No. The portion of 7t" Avenue proposed to be vacated will be entirely on the high school site. The Transportation Impact Study indicates that no major impacts are anticipated as a result of the re- routing of on-site vehicular circulation, including vacating 7t" Avenue. C. Is the proposal consistent with existing plans of the City? Yes. D. Is the vacation appropriate with existing zoning and land use? Yes. E. Are there any public or franchised utilities in the right-of-way to be vacated and if so, will they be relocated? There is currently a 6" water main on the east edge of 7t" Avenue, which will be relocated during construction. 1 RECEIVE® PETITION NO. � FEB CITY OF YAKIMA, WASHINGTON 1 4 2012 PETITION TO VACATE STREET OR ALLEY CITY OF YAKIMA r PLANNING DIV. The petitioners request that the following described street, alley or portion thereof, Yakima, be located in the City ' of vacated pursuant to RCW 35.79 (legal description below). W. Spruce Street That portion of Spruce Street, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, ' recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington, lying easterly of the easterly right of way line of the alley way within Blocks 331 and 333 of said Plat and lying westerly of the reasterly right of way line of the alley way within Blocks 313 and 314 of said Plat. 1 1 r r r r r r r 1 u 1 11 1 Supplemental Application For: ADMINISTRATIVE ADJUSTMENT t YAKIMA URBAN AREA ZONING ORDINANCE, CHAPTER 15.10 I PART II APPLICATION- INFORMATION 1 TYPES OF ADMINISTRATIVE ADJUSTMENTS ( at least one) 1� ❑ RECEIVED SETBACKS: Front Side Rear G ❑ SIGNS. Height Size FEB 1 4 2012 ❑ FENCES ❑ LOT COVERAGE R)SITESCREENING MY OF YAK{MA PARKING ❑OTHER PLANNING 01W 2 AMOUNT OF ADJUSTMENT See Attached Narrative Zoning Ordinance Standard Proposed Standard Adjustment 3. PROPOSED USE- (Must Be Taken From YMC Ch. 15.05, Table 4-1) Senior High School 4. LEGAL DESCRIPTION OF THE SUBJECT PROPERTY- (Attach if lengthy) See Attached PART III -REQUIRED ATTACHMENTS 5. WRITTEN NARRITIVE. (See Part IVSee Attachment 6. SITE PLAN REQUIRED (Please use the City of Yakima Site Plan Checklist, attached) See Attached PART IV -`WRITTEN NARRITIVEc Please salimit a.*Wten res onse to the followin 'nestions A. How would the strict enforcement of the current standard affect your project? B. How is the proposal compatible with neighboring properties? Have other adjustments been granted nearby? C. How is your proposal consistent with current zoning of your property? D How is your proposal consistent with uses and zoning of neighboring properties? E. How is your proposal in the best interest of the community? Note: if you have any questions about this process, please contact us City of Yakima, Planning Division, 129 N. 2nd St., Yakima, WA or 509-575-6183 Revised 12A8 k T1 ATTACHMENT RECEIVE® A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS FEB 14 2012 ADMINISTRATIVE ADJUSTMENTS —WRITTEN NARRATIVE (QTY OF YAKIMA PLANMND DIV. A. How would the strict enforcement of the current standard affect your project? Site Screening: Site screening Standard C requires a six-foot high view -obscuring fence along the existing alley to the west of the high school property; a chain link fence with slats is one approved option. We are proposing a chain link fence without slats. Security and graffiti is an ongoing problem around the high school, and a non -view -obscuring fence will deter graffiti and allow visual monitoring of activity on both sides of the fence. We are also proposing a minimum three-foot wide landscaping buffer on the inside of the fence (fence will be on property line) rather than on the outside of the fence as indicated in the Standards, for easier maintenance. The landscaping elements selected will be at a height that obscures automobile headlights. Parking: Chapter 15.06, Table 6-1, of the Yakima Area Zoning Ordinance requires a total of 1358 parking spaces per the following: 1 space for every three seats in an assembly area (2,450 new gymnasium seats) = 817 stalls 1 space for every three seats in an assembly area (722 performing arts theatre) = 241 stalls r 1 space for every four students over the age of 16 (1202 students 16+) = 300 stalls TOTAL: 1358 stalls The District is well of aware of the parking requirements at the two high schools and the concern for surrounding neighborhoods. The District makes every effort to coordinate use of school facilities such as gymnasiums, stadiums, and theaters so that large-scale events are not scheduled at the same time on the same site. Every effort is being made by the Design Team and Yakima Public Schools to maximize parking on the available school site for students and staff, as well as off-site for public events. The parking numbers required by strict enforcement of this ordinance simply are not physically possible in and around the t urban school campus. At the completion of construction, the proposal will have 398 conforming on-site parking spaces, including 12 ADA accessible spaces. This number includes developing 22 new spaces on the east side of the school (using a part of the vacated South 6th Avenue property) and on property purchased for 1 expansion of the campus. Currently Davis High School has 301 non -conforming on-site parking spaces, including 9 conforming accessible spaces, all of which will be rebuilt or replaced. INDEX non -I1 The parking proposal also calls for the reorganization and expansion of the existing City of Yakima ' public parking lot located north of Lion's Park (west of South 5th Avenue) in order to increase parking for Lion's Park users and for events at Davis High School. This lot currently has 38 spaces, all of which will be replaced. After reorganization the lot will have 77 spaces, including 4 -ADA accessible spaces. The 18 diagonal parking spaces current) located on the west side of Lion's Pool on vacated South 6th g p g p Y (vacated) Avenue will be reversed so that they slant in the opposite direction in order to allow access from one- way traffic (from north -to -south) on South 6th Avenue. The number of spaces in this area will increase to 21 spaces. There are 3 ADA accessible spaces at the Lions Pool facility. ' A total of 39 parallel parking spaces will be provided on the north and south sides of Pine Street. t Summary: The total number of on-site parking spaces proposed: 398 spaces. Off-site public spaces proposed (6th Ave., Pine St., Lion's Park): 137 spaces. The total number available on-site and off-site for event parking: 535 spaces tB. How is the proposal compatible with neighboring proerties? Have other adjustments been granted nearby? Site Screening: RECEIVE® ' View -obscuring elements proposed are typical of other elements in the neighborhood. It is unknown if other adjustments have been granted. FEB 4 2012 ' CITY OF YAKIMA Parking: PLANNING DIV. The proposal will increase on site parking and alleviate parking impacts on the surrounding ' neighborhoods, i.e. student and event parking on neighboring streets. Note that the Transportation Impact Study indicates that current student parking on surrounding streets appears to have minimal impact. 'C How is your proposal consistent with current zoning of your property? Site Screening: View -obscuring elements proposed are consistent with the Standards required in an R-3 zone, with the ' exception of the "no slats" being proposed. Parking: ' Parking proposal is consistent with the needs of a Senior High School on a daily basis, and for public events that take place at the school. tD. How is your proposal consistent with uses and zoning of neighboring properties? Site Screening: View -obscuring elements proposed are consistent with the Standards required in an R-3 zone, with the exception of the "no slats" being proposed. DW. INDEX t - Parking: Parking proposal is consistent with the needs of a Senior High School on a daily basis, and for public 1 events that take place at the school. E. How is your proposal in the best interest of the community? Site Screening: Site security and supervision, and a graffiti deterring fence (no slats or other solid surfaces), is in the best interest of the community. Parking: While not meeting the strict interpretation of the ordinance, the increase in the number of parking stalls for students, staff, and the public will still alleviate parking and vehicular traffic impacts on the 1 surrounding neighborhood. Expanded and rebuilt parking areas will be more organized and safer than the existing available parking. RECEIVE® FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. 1 t r t DM.INDEX t -± 1 JAN 3 4 2012 CITY NNING DIV - (:J' -U" MIN. Ht= UUIHtU) Site Screening Section APPENDIX K -TRAFFIC CONCURRENCY REVIEW N7. Id RECEIVED FEB 2 9 2312 YAKIM City of Yakima, Washington PLANNING DIVA TRANSPORTATION CAPACITY ANALYSIS 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: Loofburrow Wetch Architects Contact Person: David Peterson Mailing Address: 201 West Yakima Avenue Yakima. WA 98902 FEE: $250 (Receipt # CR -12-020242) Project Address: 212 South 6`h A Yakima, WA 98902 Parcel No(s): 18132442452 / 18132443400 / 18132443405 / 18132443404 / 18132443403 / 18132443402 / 18132443401 / 18132444406 / 18132442481 / 18132442482 / 18132442483 / 18132443429 / 18132443430 / 18132443407 / 18132443442 / 18132443443 / 18132443444 / 18132444432 / 18132442426 RESIDENTIAL COMMERCIAL INDUSTRIAL Housing Type* (Single -Family, Apartments, etc) Special Population* _ (Nursing Homes, etc) Other* X (Group Home, Daycare, Church, etc) Number of Units *Uses must match up with YMC Ch. 15.04, Table 4-1 Describe Use*Senior High School Describe Use* Gross Floor Area 328,000 SF Gross Floor Area Parking Spaces 1358 / 398 Parking Spaces (Required/Provided) (Required/Provided) Number of Employees 152 Number of Employees Project Description: Modernization and Additions to A.C. Davis High School 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 98902 DOC. INDEX ATTACHMENT A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS SKYBRIDGE OVER 7th AVENUE —WRITTEN NARRATIVE To promote integration of the expanded campus, and facilitate safe and pedestrian circulation between the proposed and existing three-story classroom buildings, a skybridge is planned over the proposed vacated 7th Avenue (between Walnut and Pine). The skybridge will not interfere with emergency vehicle access. The Type (3) Review application includes conceptual -drawings and renderings. A skybridge permit will be included in the event that the 7th Avenue vacation is not granted. A ECEIVED i ha 1 �I i c v CITY OF YAKIM LANN11 G DIVA ®CC. MEX *2- Skybridge Elevation 7th Avenue (Vacated) xQ 2::� Z � 1 e`i N I APPENDIX A A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS TYPE (3) REVIEW - LEGAL DESCRIPTION ' The current site is made up of Seventeen (17) parcels, with the following legal descriptions: Parcel No. 18132442452 (existing school buildings): ' All lots 1, 2, 9, 10, 11, 12, 13, 14, 15, 16 all in Block 313 Capitol Addition to City of North Yakima. See attached Yakima County - Property Account Summary. Parcel No. 18132443400 (existing school buildings): Lots 1, 2, 3, 4, 5, 6, 7 and 8 in Block 314 Capitol Addition to the City of Yakima. ' See attached Yakima County - Property Account Summary. RECEIVED ' Parcel No. 18132443405 (existing school portable buildings): FEB 1 4 2012 Legal description is unavailable. (QTY OF YAKIMA ' Title Company was unable to obtain. PLANNING DIV. Parcel No. 18132443404 (existing school portable buildings): ' Lot 12, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. ' See attached Yakima County - Property Account Summary. Parcel No. 18132443403 (existing school portable buildings): ' Lots 11, 12, 13, 14, 15, and 16, .Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. ' See attached Yakima County - Property Account Summary. Parcel No. 18132443402 (apartment building property): Lot 10, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. ' See attached Yakima County - Property Account Summary. ' Parcel No. 18132443401 (apartment building property): Lot 9, Block 314, Capitol Addition to Yakima, recorded in Volume "A" of Plats, page 29, ' records of Yakima County, Washington. See attached Yakima County - Property Account Summary. 'Parcel No. 18132444406 (existing school soccer field and baseball field): i Block Number 295 of Lund's Addition to North Yakima, according to the official plate thereof on file with the Auditor of Yakima County. DIM. See attached Yakima County - Property Account Summary. �� 1 Parcel No. 18132442481 (west of 7th Avenue) - Parcel No. 18132442482 (west of 7th Avenue) Lots 1 and 2, Block 333, Capitol Addition to north Yakima, now Yakima, Washington, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County — Property Account Summary. RECEIVED Parcel No. 18132442483 (west of 7th Avenue) FEB 1 4 2012 Lot 3 and 4, Block 333, Capitol Addition to North Yakima, now Yakima, recorded in CITY OF YAKIMA Volume "A" of Plats, page 29, records of Yakima County, Washington. PLANNING DIV. See attached Yakima County — Property Account Summary. Parcel No. 18132443429 (west of 7th Avenue) Lots 5, 6 and 7, Block 333, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County —Property Account Summary. Parcel No. 18132443430 (west of 7th Avenue) Lot 8, Block 333, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County — Property Account Summary. Parcel No. 18132443407 (west of 7th Avenue) ' Lot 1, 2, 3, 4, 5, and 6, Block 334, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County — Property Account Summary. Parcel No. 18132443442 (west of 7th Avenue) Lot 7, Block 334, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County —Property Account Summary. 1 Parcel No. 18132443443 (west of 7th Avenue) Lot 8, Block 334, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County — Property Account Summary. Parcel No. 18132443444 (west of 7th Avenue) The West 44 feet of Lot 8, Block 334, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County —Property Account Summary. DOM ' Parcel No. 18132444432 (Lion's Park) See attached Yakima County — Property Account Summary. Parcel No. 18132442426 (City tennis courts) Lot 9, 10, 11 and 12, Block 293, Capitol addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. ' See attached Yakima County — Property Account Summary. ' RECEIVE® FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. ' o INDEX RECEIVED ; FEB 1. ,4 2012 M'i'tt;00 YAKIMA PI:A+NNINd DIV. N '00 J a a ' rN. 1 ;FOS t z. a a ' a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (Prini Report] -4 Yakima County GIS - Washington Department of Assessment PROPERTY PHOTOPROPERTY INFORMATION AS OF 2,'1312W2 103:02 AM � arca! Address� 702 W WALNUT AVE, .WA __- e:: ;P.�regl.t7+vrsef s YAKIM !' YAIUMA SGFiDDt. DIST RICI 07 1118132442481�, Farcel18+i6 dc:el5! i�{ii}rty Usk- 65 Service Professional ,np _ 1, 4.- f - - :i' � F . i, ' A .:1 : ! Y . (:'. •"!'7'""ir-.,�F°F_�_�_.,C�' � :.� 7 y !7Sx COOL, Area flan}' 1333 Ta:: i ear.120 - 11�+pv �rtit':Va1ue;;- ' S8S400 m : Lantl� 1LePuc 4t9�0 'CurrenlUse Value- Iso « CurrentUse lmpiov'emertl-[SD siN�,a�:� _ v.7'a�i'Asa€rsseal=Vatu+$a 3.1Z7300�`'m: RESIDENT[AL,WFORMATION k ! EialiYrooms Gsrage Quafity 1'6ar win. Swrie3' 9Jlain °StIFt Upper SgFt $smt SgF1 �Bedronms(tuilr3f4,iJ�jy{.hsrrrtlalllbtlinj Carmen - ;i'•. 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To contact us cell either (509) 574-110 or (800) 572-7354, ar g?M I u3 , RECEIVE® FEB 1 4 2012 CITY OF YAKIMA INDEX ° PLANNING DIV. __ I http://www.yakimap,com/servlet/com.esri.esrimap.Esrimap?name=YakGISH&Cmd=Print... 2/13/2012 I atUffla %- — - Yakima County GIS - Washington 11 ' rint Peporl) ';2;o 1 SL R!aportj Department ®f Assessment AdrirF-,-5 202 S 7TH AVE, YAKIMA WA 98902 4 Parcel Owner(s): YAKIM YAKIMA SCHOOL DISTRICT #7 c Pa ji-SI32442462 688'r Sq�jiri; Property Ure-. :111 Single Unit Tax Code Area (TCA)- 333 T�, -r 12 cImprovement Value: $38800 Land � ,elle Z-7 �O 'CUITLVIII-ISE Vc-.IUC- i r -E i -X,; - L r-, ip r c v e me n 1: ;50 ouafify malin SqFt Upper SqFI ELsmt SqFI �Bedrooms Carport 61p . . . . . . . . . . Extis� ate Bs4e �6 —Frice jGnintct porlilm T MX 103�4"Lfl , �-fq- Ta3'Yavy TCA Ciiifwiusi Irnoravement SOME -N� S3,071"Y M40411V 0 k 2 & 'Nbilei the intbViiafibn Is intended I' bdi&ufQtV'. -q4Mi;ff, 0 aM a om aTe ur4nientiana) anti svr� ecf to corseiiljP6, PlegiBe lot ur. 6ow abosil any eyrnm you disc-ovetand wewi!l corratki"m ToconL-4dSIS .Gall eithef(609)574-110Oter (M)572-7354 oremitiLA0. RaRCEIVEI) I FEB 1 4 2012 C" OF YAKIMA PLANNING DIV, LK.P00 INDEX http://wxvw.yakimap.com/servlet/com.esri.esriii-iap.Esrimap?name=YakGISH&Cmd=Print 2/13/2012 i�_ommenr COUNTY EXCISE TAX RATE ljlaEr �„9 f&tl A'±^v, NO,� 4 ? � ti BY Yokim., County surat's Orrme FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO- NameVim. au 4--,,t n cel !�jkn x� V -)p`1 Address1'�AA 5+9 �1Yd City, State, ZipV� AMEN( �.1 STATUTORY WARRANTY DEED Station Id :SFSY 7 3iu4iri6u8�uii�iim�urmi FILE# 7734687 YAKIMA COUNTY, NA 07/26/2011 10:42:07OF DEED PAGES. 2 FIDELITY TITLE CONPANY 12mirding rim, 93,01 RECEIVED Grantor(s): (1) HANSON, Lars (2) HANSON, Amber FEB 1 4 2012 Grantee(s): (1) YAKIMA SCHOOL DISTRICT #7 CITY OF YAKIMA Legal Description (abbreviated): Lots I and 2, Blk 333, CAPITAL ADD Complete Legal Description on Page One. PLANNING DIV. Assessor's Tax Parcel ID#181324-42481 and 181324-42482 Reference Nos. of Documents Released or Assigned: n/a no THE GRANTORS, LARS HANSON and AMBER HANSON, husband and wife, for a valuable consideration, in hand paid, convey and warrant to YAKIMA SCHOOL DISTRICT #7, a Washington municipal corporation, the following described real estate, situated 1n the County of Yakima, State of Washington: Lots 1 and 2, Block 333, CAPITOL ADDITION TO NORTH YAKIMA, now Yakima, ' Washington, according to the official plat thereof, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. Situated in Yakima County, State of Washington. 1 YAKIMA COUNTY ASSESSOR'S PARCEL NO. 181324-42481 and 181324-42482. SUBJECT TO: 1. Real property taxes and assessments for the -second half of the assessment year 2010; 2. Liability for charges and future annual assessments by reason of inclusion within the boundaries of City of Yakima Stormwater Fee and Horticulture Pest and Disease Control District; 3. Unrecorded leaseholds, if any; rights of vendors and holders of security interest on personal property installed upon said property, and rights of tenants to Statutory Warranty Deed Yakima County Auditor YAKIMA,WA Document: DED WAR 7734657 File # 7734887 Page 1 of 2 Page I of 2a Printed on 2/13/2012 l 56 55 PM INDEX -1 t-omment: Station Id Sit RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DI!! remove trade fixtures at the expiration of the term; and 4. Rights reserved in federal patents, state or railroad deeds, building or use restrictions general to the area, zoning regulations, easements, conditions, restrictions, reservations, rights of way, covenants and other servitudes appearing of record or existing in fact over or upon the property, together with encroachments, claims of adverse possession, prescriptive easements or boundary line disputes visible by inspection or which would be disclosed by survey, and any future adjudication of surface water rights by any federal or state proceeding. DATED this day of , 2014. �7 LARS HANSO� N AM ER RANSON STATE OF WASHINGTON } ) ss. County of Yakima ) ON THIS DAY personally appeared before me LARS HANSON and AMBER HANSON, to me known to be the individuals described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned, Gf N UNDER my hand and official seal this f' 4 day of 2010 OR p� NOTARY PUBLIC in f tte State —" o of Washington, residing at �•e` $'"� $� gay , My Commission Exp'ues_} �'��H Statutory Warranty Deed -; - Yakima County Auditor File # 7734687 Page 2 of 2 YAKIMA, WA Page 2 of 2 ®a Printed on 2/13/2012 1:56:55 PM Document: DED WAR 7734687 0N® EX F- 1 RECEIVED ' FEB 1 4 2012. CITY; ®0j'YAKIMA- ' `PNNtRIG DIV. 00, - "N - " 00 .�LLJ �a 1 I L 1', I..l- 4--..J — --. Yakima Count GIS -Washington Deoartment of Assessment :Parol A:vimns 7TH AV WIWALNUT AV, ,WA -•' '�.:pafcalQwtibgs). I YAKIM YAKIMA SCHOOL 07 - -- ,, 0a^rel Number 18132442463 Pat, c`1t1-34 Acre(s) +_^r ri: rt Use' - +�68 Service Education � '&fir: .t d - '. :. - ''''tea+-°zrs:3=s.asa..-...,; .. ,. rct�: �•= „ Tax Code Area (TCA): 1333 „Y1 a=a1 2012 77 4' �y '97, tfP91,F1 L.lYF]fI7C176 Vi31'LIC. -`b7 Ipum ^— Ldi JU veltVC„a7oi IVV �CurrLa entuse Value, rrentUse lrnprovernent-40 I {hlen+;t.anstty itpn lrt? LL w 4,>' f:' TaWlAsc sed value {sT - - iREs* r• • _ f l ;Bathraartr� iCsrarle ��_.. i�uatit YOST Bulk 1 ttid6es M,it. SgFt t.0 per SQFI1 smi Ft Bedrooms r a Ga or! Y ptu F :. .c'e - .'•-' Aim ResStic+rice Irvfo stiari`F+uiid;i e- VSs `Date s;}te Prig Grantor (Porrian "i'O,'-t®9'{nt'Orl'rltOr9 `FOUnd, Boom Tit Year TCA. (L.aild tinpfoviiment New Canr<ttvCtiDia itnenitJse +✓ur'rat Wse improverr&nt �¢g. ¢,A,M:rL�'pR! � Pg di4:.'.�11��. �?�,.- � ;;.c`� �'y,�,,�c�y�y�i"d,,. �„'`"k"� ��Ytia�iv�ai�r;c".. ;ate ,-�4 s"::y rt";�S,s' .Mlar.. � � "iy ii a: Yi•`?�,. 2yppn1��� iYflY .�`e �`-��'"}� h$'e:E. �tM',i'�PFt '¢ i V•;' a ,c.2: ,.i a � '}!,�.��°s'� ��. J � "Py �-� a ; t'4i-x�+•w'��2_ _ ,?��i.��la a� �- �'s �"-yam_' �r .. <;�;-�., %�Ir�"1 ��y (¢y/-�+�3s-�->i�'�.''�i3.�..�'�r':':.. �.Lr� , Vdhl* the int6rrniti6 i is Lw6ided to 66 ams ri ate, any mat lfaif erroes are unilrlontibrgaf and subjid to correciitm Plea a `ta0 us kr♦tsiro about "._errors you discover and we will cerre„t them To contact u., call either (509) 574.11 or (600) 572-7357, or qMr 'L u5 EEIVE FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. DW. INDEX F— I llttp.//www-�v.yakvnap.con-i/serviet/com.esri.esrimap Esriinap?name=YakGISH&Cmd=Frin .. _ 1 r 2064394 d7$AJA 1�ai1U�4t;tr.�rir.+l�7t � aL t Li ! WAS", #�. Co,VAM t 1 I Izoo IUD mr W. T. f. CO. # Ll. A Q.„ now um Tax Statutory Warranty Deed THE GRANTOR DAVID W. UTTER and HELEN M. UTTER, Husband and wife. for NO in eoe/ideretioa of $10 and other good and valuable consideration in had paid, convey/ and warrants to YAKIMA SCHOOL DISTRICT Ho. i, a iaunicipal corporation tate faBoving described tea1 estate, situated in the County of YAKIMA , Stats of Waahltytoa: Lot 3a Block 333, Capitol Addition to North Yakima, now Yakima, according to the plat thereof recorded in Volume *A* of Plaata$ page 29, records of Yakima County, Washington, together with all appurtenances belonging thereto, t. r�1......Etlt ytj 'i a •v ' DOW thea 23rd guy of November, 1965. DOAd Vo Utter tarot r t elan fit; titter RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV STATE OF WASHINGTON, t County of Yakima >7e ehia der perse+taliy s caav+t *.}„re �» Da vid !do titter and haler, M. Utter, husband and wife, to rn, bnuwtt to tos, VW moj: ftuti6 4mrtteed is sad who emuted the witbia and [oreg5hq lnstruamt, and , wled$add 4,Avwd o* as their free ami vohnntstY set Sed y ♦y�6�" dsaxf, for t6/ cxltK my au»' t r amts 23rd day of November, 1965.j ,• :� rte- fir-:, thtl f n to da 1 'r, ! . �� Fy• ' { At 5rea/ d'i IVesitialtoa, •r, rashmvet Seiah. 0 DW. INDEX a lw� o ►gl a FILF0 6Y W T 1. CO. Rev I'mia F, -J, .,....' ...... rs,-.,c 7,la.jr.?..;rP..+._.,... WASH rl•I r 21)34.35 MAR 31 WS I ( I 11 Waahington Titla 663 Dds gte Statutory Warranty Deed PCs" tad THV.(;P%1,T"R EDITH M. DRAKE, formerly Edith M. Hacker, as her sole and separate property, for and in oiniiderati„n of TEN DOLLARS and other good and valuable consideration in hand (aid, cnncry;old wltrrtnts r'1 YAKIMA SCHOOL DISTRICT NO. 7, YAKIMA COUNTY, YAKIMA, WASHINGTON, the folluwinit deicrilnvl real emmr..itumrd In the t ,army .,r Yakima State of tt•aahinatnn Lot 4, Block 333, Capitol Addition to North Yakima (now Yakima), according to the plat thereof recorded in volume "A" of Plats, page 29, records of Yakima County, Washington, TOGETHER with all water rights thereto belonging, if any. SUBJECT to all easements, reservations, rights-of-way and other servitudes existing over and across said premises, or as may be shown by chain of title. SUBJECT to future assessment by reason of the inclusion of said premises within Irrigation District No, 259.*wtg' ! ,.� ;`'�i.. ;,J''',i ';'-�, t I � �>�.�.1 ��_,�'•csl tr f, � � r�' � �I v � �d ., ' -�i `-,'rtd :'• •fes,. ��,f,, .� •wit. /�r n��.r�/> f rl ��'`•..`.�,"++��r�� _ fr.,,;yy t '�. �•i� 1 _ -. .. , „ •/FII � ... u j flay of March, 1965. 1lt9te4t 11119 P--i"A 4jt �rkr�""'t-- — —(Nrat) "l'tIF: nF' 11'1�kiltit.tttl. .s. t ,n'nty of Yakima on this da} per renally amprarell hri,Irr'Ile EDITH M. DRAKE Io me known it, he the Itidiv,dttal dea rilfed in .nid who rtecwrtf the within and fllreRrlinq initrument, and xknoa�h'it;elf that she •i • her free a�• nd ,:iuutary act and -dttd, for the Teed the •amr a� 11'l _ 1, •tY. ; l:} a ,14,1};t ,,} ,, r 1'n• = ti 'lay of r "h, 1965 - - " 't'••' r Notary uLlic in and i fht Stale of 1}'ashingto", r. rrirrjing at Yakima. FEB 1 4 2012 CrTY OF YAKIMA PLANNING DIV. Li 11 I 1 1, 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 RECEIVED FEB 1., 4 2032, CP'-ONAkkA .PL NING-01V T U&IIIJa L•vuiiiy v.v Yakima County GIS -Washington IC.!rn = port Report] <3=_e Re Department at Assessment 'r;,. nxcel A.OL77 Srz. 210 S 7TH AVE., YAKIMA AWA 98902 1 t C�wr t(st l YAi IM YAKIMA SCHOOL DISTRICT #7 �"— �I ParcI: 4$ kcrt'�Y ParcLl Nube l81324434 -L9 �. ti- RECEIVE® FEB 1 4 212 CITY AKIMA ?LA WING DIV. INDEX -f http://www'.3,akimap,com/servlet/com esri.esrimap.Esrimap?name=YakGISH&Cmd=Print... 2/13/2012 1 Situated in Yakima County, State of Washington. SUBJECT TO: (1) Real property taxes and assessments for the second half of the assessment year 2010; (2) Liability for future annual assessments and/or charges by reason of inclusion within the boundaries of City of Yakima Stormwater Fee and Horticulture Pest & Disease Control District; and (3) Rights reserved in federal patents, state or railroad deeds, building or use restrictions general to the area, zoning regulations, easements, conditions, restrictions, reservations, rights of way, covenants and other servitudes appearing of record or existing in fact over or upon the property, together with encroachments, claims of adverse possession, prescriptive easements or boundary line disputes visible by inspection or which would be disclosed by survey, and any future adjudication of surface water rights by any federal or state proceeding. STATUTORY WARRANTY DEED Yakima County Auditor File f 7729845 Page 1 of 2 COUNTY 1XC1GE TAX I lEElll lElil iElll IIIII IElli IIIII Illlf Illi IIIIiE iiEl IEEI DATE ft Q 2 * 7 7 2 9 8 4 5 2 PAID$-_ -10, fd FILE# 7729845 Filed for Record at Request of'. PEC HO 421 92 YAKIMA COUNTY, WA 06/02/2011 10:31:03AN DEE WHEN RECORDED RETURN TO: $akima Counity cauorcr'o D�PAGES:D 2 _ FIDELITY TITLE COMPANY Recording Fee: 63.00 ECLTWEED FEB �--12 STATU'T'ORY WARRANTY DEED CITY OF YgKIA Grantor(s): 1) CAPITOL HILL PROPERTIES, LLC PLANNING DIV Grantee(s): 1) YAKIMA SCHOOL DISTRICT NO. 7 Abbreviated Legal Description: Lots 5, 6 & 7, Bl 333, CAPITOL ADD'N TO N YAKIMA Entire Legal Description on Page 1. Assessor's Tax Parcel ID#: 181324-43429 Reference No.: n/a l THE GRANTOR, CAPI'T'OL HILL PROPERTIES, LLC, B Washington limited liability for YAKIMA SCHOOL company, a valuable consideration, conveys and warrants to DIS'T'RICT NO. 7, a Washington municipal corporation, the following described real estate, in the County Yakima, State Washington: situated of of Lots 5,6 and 7, Block 333, CAPITOL ADDITION TO NORTH YAKIMA, now Yakima, �. Washington, according to the official plat thereof recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. 1 Situated in Yakima County, State of Washington. SUBJECT TO: (1) Real property taxes and assessments for the second half of the assessment year 2010; (2) Liability for future annual assessments and/or charges by reason of inclusion within the boundaries of City of Yakima Stormwater Fee and Horticulture Pest & Disease Control District; and (3) Rights reserved in federal patents, state or railroad deeds, building or use restrictions general to the area, zoning regulations, easements, conditions, restrictions, reservations, rights of way, covenants and other servitudes appearing of record or existing in fact over or upon the property, together with encroachments, claims of adverse possession, prescriptive easements or boundary line disputes visible by inspection or which would be disclosed by survey, and any future adjudication of surface water rights by any federal or state proceeding. STATUTORY WARRANTY DEED Yakima County Auditor File f 7729845 Page 1 of 2 'ti)v za1\ DATED this \ day of , 20+0. READ At4D APPROVED BY C2C 46 STATE OF WASHINGTON) _ : ss. County of ) and CAPITOL HILL PROPERTIES, LLC A Washington Limited Liability Company I3 v: itle: 0 Title: I certify that I know or have satisfactory evidence that C—,P I � ----. � DLn % A— signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledge it as the(�n Ppm and -„ respectively, of CAPITOL HILL PROPERTIES, LLC, a Washington limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. r Zp\.l P Dated: 04�9. NOTARY PUBLIC in and for the State of ,r�►�ta A( Washington, residing at �ti,/�ti�1S51pN� My commission expires: 1 cn AfQ rA qi' - m PU�4IC 1i% STATUTORY WARRANTY DEED " n C01j?- 4-uditor PICA ;'729854:5 Page 2 of 2 FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. 1 1 1 1 1 1 i 1 1 1 1 1 Y aKima t vwiEc u., Yakima County GIS - Washington clroseRe og • � - �' De artment of Assessment - --- _ :Pamat Address- 'SPRUCE AV17TH AV 5, ,WA Pe.c',eIGwflo"( ,): YAXIM YAKAMA SCt4COL a7 '� IPart'M1 N rnr 1 F'accel 1 u 8132443430 ? +a l'r@ s) I _ `�,.j0.15 ± ;: ==•'.: a Fnk:D t ly ui ,,, -6 : Service Education Tax Code Area (TCA) 333 T 201'2 al"! v al'.19 lt•:�4400 C.1l"(11use Value, b � - CurrartUse II1)9)TaVVMer1t!1S0~ Iti va,Conslnr ircA © - .:,f'fd1a1'ASsrsseG,4 a9uei 4Q700" I batwooms lGarage °Ga Quality Year 8uBulkaxdas Sl� Sgl`t SgFt 85rltl S>;Ft B3edruarns �'drt �A9akn 193®.ger llla13i3P�,1121;(�srrril�tttt�3f(�)� iFxcift SG➢e Date 6Sale Pnce Grantor IP ortaon "n , Land Ire Te Year CA rvnrretne t P,t 'Ii t ere l Tax x fl ew Constru�ar n Giatr;on lJse ICu t�l�lse rW merrt r=.r.. r�:�-'fir. ,,:,x'. - r.ti?' - - - -`t;`-.:�:,; ..>:,.. •: k:�'_ inii,•�m - {{�y�yy-,L':t- - 2.-•i .r�:,s s-, 4..., :, �'^-`=b" �5.c i?I.+ :Ti.0 :r.'w'�"":-:. +N I! rj'.s'b'U NW�. ivf /.b-aT"'.�'*; ^.. ,''.4.,�.` �"'1?: %{•, ;,:,% �y:n§'A`", �.' �I»Q,�.. OWN -,m __..dam._. Y...,L,d:.r�-.-,T<��'-'--r`:..:- .•r .a<z:ra.,, Y.:.....,.` -y �...: - _r::'::ir' M1f S-..�,(-, r. R I yqy� t - - i,..._. �: :Jti.-.., A7VVA� _ , ..m. Fv..x .. i.;��,s e�•: „•L':i 4t:i,., .+:ib., '';.,?."'.' _-::G. .:":.;�_`_'.:tN`v; xr="=:'-ik;:'.».t;+, wDa� � _ �•�Y�., _ - _ -! -'�- _ ��',:r<. _ r Par,; : �, .. _ ftyatl�-u2k'�" _.F? r>".Y-., .a � 1�11,'G'SII,A'r.,��'�•'-' �"%:t'NM.; n s i x � ��i i ' '.:'( `� , i p+, """`E"S- s ,k ^� f"w�.,, Whlle the'hiforuialion IN inlainded'lo be a=rmlIe, any rrianiit,:l erioi are imon'tafillcnd and subjecl tai correall6n, Please Wt us kn'oiM about any ermm you discover end we wlII coii*ct them To cantact us tall either (509) 574-1100 or (800) 572-7354, or pfd-,p1l. us Zanart9- '�-3 turi3dicitanr Ye kirRa IJt?ban A're.a Zoniigg Qrd6isarFcej ltTt3ait,Calr`aW%Areaul 77 i"atclntia ; w attr t9l.Bndvs i#esjgnaUon (HD) Fiigtt Datisi4y I gdp3 tai! (1faFslixtia Urbari'l±ispa;. FEMA: Piot in /loc>dptain,{]C� MIMI Panel Numb6r. 5307.7CID32D µ L3tjfUde:46°_3$' 44.194" + town' 5eetlon44 ?,AAP AND PARCH DATA AF r TO DE ACCT IRATE. BUT ACCURACY IS NOT GUARAIOTEED; THIS 15 NL DOCUMENT AND GHOULD NOT SUSSTITUTED FOR A TITLE SEARCH, APPRAISAL, SURVEY, FLMOPLAIN OR ZONING VERIFICATION RECEIVE® FEB 14 L�12 ' -CITY OF YAKIMA PLANNING DIV. UNDEX i http://\vvvw.yakin-iap.com/servlet/com esri esrimap.Esrimap?name=YakGISH&Cmd=Print.. 2/13/2412 Filed for Record of Request of /0"e. UL�/9�e�9ti/i THIS SrACE REs��-y' G �, q D sy yM 1. VI CO City and state..... �' (•� �r-----------------------------------•• d° ,-c 2057530 Statutory Warranty Deed rwm 467. I -REV 1 1 THE GRANTORS FRED E. SIMMERS and ALMA R. SIMMERS,. husband and wife for and In consideration of TEN DOLLARS and OTHER 0001) AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to YAKIMA SCHOOL DISTRICT #7, a Municipal Corporation the following described real estate, situated In the County of Yakima , State of Washington: Lot 8, Block 333, CAPITOL ADDITION TO NORTH YAKIMA, now Yakima Washington, according to the official plat thereof recorded in Volume "A" of Plats, Page 29, records of Vaki" County, Washington. Dated this 21st STATE OF WASHINGTON, s1). County of Yakima day of September , 19 65. 5TAL On this day personally appeared before me Fred E. Simmers and Alma R. Simmers to me known to be the individual 8 described in and who executed the within and foregoing instrument, and acknutrit:dged that tbe! arecf the same as t e i r frse axed vuiuntary act and deed, for the um and purposm therein mcmluned. j (;IVF.Iti under try h.snd and off.'ri3] sul this day ofk3 p<Eeiraloer - 65 ................----....... Nal -7 pwi[*44 into jer'lAl .5fatr',pj Ifirthiatd:on, rmiidho,re1)- r RECEIVLt® i F B 4 2Ui2 i CITY] OF YAKIMA PLANNING DIV. ; FEB , 4, 2012 :PL�iNNIN01V•, yamma�-ouijty ujo Yakima County GIS - Washington [Fnr�t !Repori] [Q)-q,5e-RepqrQ Ak =wa- Dwartment of Assessment . - q�W Parcel Adafess '302 S 7TH AVE, YAKIMA VWA 96902 t1cy YAKIM YAKkNqA SCHOOL #7 �0,96 Acrels) 18132443407 S . ......... !T av Cpl e A i e a f7�CA 1 '333 CurreRtUm; Value $0 _U[r,.rjjLJ.ZjC. ISO- vzjow-�'f 4t)� rounis amae 0"14Y 1yeav Buill torielk Imajil SqF1 !Upper SqFt Bw"l S�3FI: Bedrobmis ls;d-A p6ce Portion "n 21 -VAL EST RV TCA Tax,Ya* -rit ion C&Mnlbsv,e, �C�iibhlu�e M` pro4i�--111 E SOW mfllc� thi wctrm�tkon is hiiindea fi) be A=rite, 'arty F�78jjf6�j jjTbt� arla.tilikilent 16 cimedi*n. --PU-45:6 -0 lus kivow" aboul any errors you discvver and wo will uotmet them To rontact u& caR either (500) 574-1100 oT (800) 572-73S4, or i ') n FEB 1 4 LU12 CITY OF YAKIMA PLANNING DIV. DoC, INDEX * L-1� litt ://Nv\A,,,,v yakiniap.com/ser-viet/com,esri.esrimap.Esrimap?name=YakGISH&Cnid=Print... 2/13/2012 p lb I ed this 3/ day Of March DATE L STATE OF WASUNGTON, sa County of On this day personally appeared before me BERT S. JONES and GRACE L. JONES, husband and wife, to me known to be. the individual 9 described in and who executed the wil-bill and foregoing instrument, and -d— ltdi�'d Lb4t, thcly signed the same as their free and voluntary act aad dad, for the zst4 Aad purp,45 thtitin mentioned. F;lVFN'4.inr1mrnySzAd and offmciaJ seal this dRy ?k . Jal and f(w Ike State of F� I I I I FEB1 4 22,0312 CITY OF YAKIMA PLANNING DIV. I I I I F I I 9 8 4 APR 1 1975 ..... ... . Tpansamepice Title Insupanco go "HISTPNOY[DiD SPACE FOR tECORD,N S USE A , Izen"Cr of T YAKIMA COUNTY, Filed for Record at Request of WASH. FILED BY SCHREINER TITLE CO. N I arne VELTKANJE, MOORE. SHORE ... ... APR 18:38 AM 1976 Arldr"R 303 East 'U" Street C. W. HATFIELD AUDITOR City and State..... ....-Yakima, Washington 9R4DFjj . ....... ................... Statutory Warranty Deecl THEGRAN'TORs, SERI S. J0N`ES and GRACE L. JONES, husband and wife, for and in consideration of TEN DOLLARS and other good and valuable consideration in hand paid, c(mveys and warranis to YAKIMA SCHOOL DISTRICT NO. 7 the foljrwing described real estate, situated in the County of Yakima State of Lot 1, block 334, Capitol Addition to, 146ftii Yaikima,now Yakima, Washington, according to the -official plat thereof recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. TK-,E`rH!:R WITH all appurtenances thereunto belonging. SUBJECT 'XI sc—ond half 1976 real estate taxes, assessments in Irrigation Maintenance Dix :ict No. 259 for the year 1976, and future assessments by irrigation Maintenance Dis"zrict Na. 259 by reason of the inclusion of said premises within said District. SUELIE,IT TD rights reserved in federal patents, state or railroad deeds, building or use restrictions general to the area, zoning regulations, utility easements of record and ricyis of way or easements shown on the plat or visible by inspection. lb I ed this 3/ day Of March DATE L STATE OF WASUNGTON, sa County of On this day personally appeared before me BERT S. JONES and GRACE L. JONES, husband and wife, to me known to be. the individual 9 described in and who executed the wil-bill and foregoing instrument, and -d— ltdi�'d Lb4t, thcly signed the same as their free and voluntary act aad dad, for the zst4 Aad purp,45 thtitin mentioned. F;lVFN'4.inr1mrnySzAd and offmciaJ seal this dRy ?k . Jal and f(w Ike State of F� I I I I FEB1 4 22,0312 CITY OF YAKIMA PLANNING DIV. I I I I F I I 1 '7 1 1 1 1 1 1 1 WtIEN RECORDED MAIL T0: �j Yakima School Ditrict No. 7 o104 PJ. Fourth Avenue Yakima, Washington 98902 vut. % 0 5 6 NOV 2 6 1979 RECEIVE® FEB 1 4 L012 CITY OF YAKIMA STATUTORY WARRANTY DEED PLANNING ply �V The grantors, B E CUNNINGHAM and ANNABELLE CUNNINGHAM, U? husband and wife, and R B CUNNINGHAM, a single man, as joint tenants with the right of survivorship not as tenants in common, for and in con -sideration of the sum of TWENTY NINE THOUSAND NINE HUNDRED AND SIXTY FIVE DOLLARS AND FIFTY SIX CENTS ($29,965 56), in hand paid, convey and warrant to Yakima School District No 7, a municipal corporation of the State of Washington, the grantee. the following described real estate situate in Yakima County, Washington: Lot 2, Block 334, CAPITOL ADDITION TO NORTH YAIUMA, (NOW YAKIMA), as recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington The street address of this property is 304 South 7th Avenue, Yakima, Washington Free of all encumberances, except Normal utility easements, future assessments and rights of way of record. DATED this/�> �' day Y of=r, zc r�cJ979 c. ` STATE OF WASHINGTON ) )ss. f'ounty of Yakima ) r r�- i"`IiNNJJ;a�"fM !, the undersiped. Notary Public in and for thr: State of Washington, do hereby certify that. on this 20th day of 1979, personally appeared before me B.E Cunning- ham, Annabelle Cunningham and 11.13, Cunningham, to me known to be the individuals described herein and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed for the use and purposes therein mentioned. GIVEN under my hand and official sea] this 20th day of Plovecnber- __ 1979• NOTARY F'UI3L1C in and ,f'nr the State of Washington, residing at Moxee i'10"lE�n tltt1T10>40.L TITLE DOC. ONDEX E 1 �S i� it in t�t n TIR TITLE (, INSURANCE Filed (n: Record st Request of AFTER RECORDING MAIL TO: MICHAEL D. FINNEY P. --Q. Box 1586 YAKIMA, WA 98907 . V- m 6 K. 1. "W W 6 TWD FILED BY Tr �TLJP s .1% G.W. HATFIELD AUDITOR Statutory Warranty Deed y N ®�N THE GRANTOR DOLORES La -UN, trustee for LEE GEORGE LEMON, for and in consideration of VMUE pEMIVD7 in hand paid, conveys and warrants to YpKIM SCHWL DISTRICT 07, the following described real estate, situated in the County of Yakima Washington: rww ttmmm wram.® I NE W pW ,i FORM t59 , State of Lot 3, Block 334, Capitol Addition to North Yakima, now Yakima, Washington, as recorded in Volume "AQ of Plats, Page 29, records of Yakima County, Washington. Pawl No. 181324-43438-8. T=TM WITH all water rights appurtenant thereunto and all water rights possessed by grantor appertaining thereto. Subject to rights of way for necessary conduits and facilities for the distribution of water, and right of entry for repair and -maintenance. Subject to future assessments by reason of the inclusion of said premises within the boundaries of Irrigation District No. 259. Subject to determination of action pending in Yakima County Superior (,hurt Cause No. 17-2-01484-5 entitled State of Washington, Department of Ecology, Plaintiff, vs. (Numer- ous named Defendants), notice of which is given by Lis Pendens recorded under Yakima County Auditor's File No. 2479271, and supplemented by Auditor's File No. 2584358 being an action for the determination of the rights to divert, withdraw, or otherwise Aske use of the surface waters of the Yakima River Drainage Basin, in accordance with the provisions of Chapters 90.03 and 90.44, Revised Code of Washington. Subject to rights of way and easements for ditches, drains, pipelines and other servitudes over and across said premises, if in fact any portion thereof is bsurdened Aeby Dated this 2 % day of July, 1963 , COUNTf OMW taus DAM ... �" a � 1pR1 � (SEAL) PAD!-. PFC ,4s (SEAL) STATE Of WASHINGTOhi, 0. 64Yh1, � T County of Yakima as On this day personally appeared Wore me DOLORES LEMON to me known to be the individual described in and who executed the wilh n avd Ifnvgotng instrUlMit, and acknowledged that she signed the same asber trim alar 1,14untary "t wild dead,* ate uses and purposes therein mentioned. GIVEN under my hand and official seal this �./� day ul _ July, 1983 ' DOC. - .'�`rrtnn1''•+hlY tK sod jrrr IAr Sfrtlr c; li':uka _m,, _ INDEX at 1'Si 7143 # L Y---1 , OFFICIAL RECORat rf i} •� 765 v Transamerica 7 d r I u JI I I I ) Transamerica Title I iurance Company THIS SPACEPROytt furG�.�aOid6USE Title Insurance ServicesL» T 5CNREINii LE CO, FfLED FOR RECORD Al REOUEST OF OCT 19 1137 AM '76 C.W. H4TF;ELD Ta AUDJTOR �, • vvNEN RECORDED RETURN TO W , SI - C ,ilea Ma1rM • iL, I tr Mamas , W,""-;�l;vGT0N Statutory Warranty Deed 3 M 771E GRANTOR , JOHANtrA URIAC[rER, as her separate estate, lar and inconsideration o( TEN DOLLARS and other good and valuable Consideration RECEIVED j� � " in hand paid, conveys and warrants to YAKIMA SCHOOL DISTRICT NO. 7 FEB Y v4 yL n L the follo.inx described mal estate. situated in the County of Yakima StateofWashingina: CITY f OF i AKIMA Lot 4, Block 334, Capitol Addition to North Yakima, now Yakima, Washington, according to PLANNING DIY• the official plat thereof recorded in Volume "A" of Plate, page 29, records of Yakima county"; Washington. TOGETHER WITH all appurtenances thereunto belonging. SUBJECT TO future assessments by Irrigation Maintenance District No. 259 by reason of the 'inclusion of said premises within said District. SU83ECf TO rights reserved in federal patents, state or railroad deeds, building or use rostrictions general to the area, zoning regulations, utility easements of record and rights of way or easements shown on the plat or visible by inspection. f „CO(JNTY FXC155 T/X .i ry ! � �'r .i'�� •'� N 'SIt' r v -•9 vIS '4 .hY •11 �� riiP' I'd i. Dated October � a , Ig 76 C { STAT -E OF WAS11INGTON t-TATI•; i)F +.A Ay c;4 ;�Treti YAXrMA COUNTY OF .... � COUNTY OF ria fl,i. 4xr ear On thin day of .19 3G•ItidIM1A UF1.ACiiC%3, before me. the undrnigned, a Notary Public in And for the State of AA'asrr P o 'h! -y or-F,,ey-„^tr inglon, duly n+mminnion.vi and sworn• pPrweaily appeaml rn lk, il.r 1-1411'01-01 ell -1`11w1 In and -- M141 MLCr.II„1 911,• VII t11P1 .1111? P..P eL�=1nr trI7lrVmrrll, 4u4 I ! and qr lrragiirri'Sl'Q Tr., „Sh� 50 1-1 ibi- same to me known to he the - President and SPcrclan•, as r1CX2r-1';- ri^� ♦�1ivnLrry art "m=I t!r'ri, ranpertiveiy, of. - (,? 11n• ilii•, .,nri tiPla.:y1'i 11'r rrit mFrfliv.—I ILP n1rt.,7afL^9 111,11 r%rellted the f11roroinF inatnlmrnt. And arl,l7p..lntp.d the said imirument to iw the free and voluntary at`t and doed of said n.r7ur- Ahon, for the uses and purpnaes therein mentioned, and on oalh .urcd that _ f • �, _ .. _ -.. _ authorised to execute the said instrument and that she seat G1A f ' .{rze! r.nl}' ?:+1+.'• Ar,11 tiff rlaf l•nl }Iv a(Cixrc! is the corporate aonl of said mr1x0M ML ig, 7 • Witness my hand and official seal hereto affixed the day and year first .. �j f.I*nlr .,�- �above written. n'r... .. ..... ... ......._---._.._._.�..__._ - - -- -- - XmAr7 I'e;r to Anil y(/ Vaah. Notary Public in and for the State of t1'aahinNon, j -,I jtnn; retaknr at, ...Yddkima ._. ;J ...----... residing 01 1 130C. INDEX CiY. STATUTORY WARRANTY DEED y'``C.Utt!�IN fiDWTY Ti _ C Ire 9 y D) T oFt ADDRESS t CITY AND STATE _�----_— 7 RECEIVE® FEB 1 4 1) ^' CITY OF YAKIMA 1'llf: GRAN1011 , NEIL F. LOCKF, as his separate estate, i PLANNING DIV. for and in consid,:ration of VALUE RECEIVED in hand p,,iJ. ro.nrl I Jn,1 aarI'll III to YAKIMA SCHOOL DISTRICT NO. 7 RS Granece, the following de%cr,brd real rt.tate, situated in the Count) of Yakima S ate of %�.rshtnFlMl: Lot 5, Block 334, CIsi�2^,QZ; .lt*iDT"rSO:�, T :�rlt�B_ Xl ;IP1�+ 'sire Yaki..a 'according - to the plat thereof' rete taoc :n 'tih .ur,� "..n ref e'9 #t ; P' ,e - , ecords of Yakima County, Washington. Parcel No. 181324-43440 TOGETHER WITH all water rights appurtenant thereunto and all water rights possessed by grantor appertaining thereto. t Subject to rights of way for easements for ditches and canals over and across said premises if burdened thereby. Subject to future assessments by reason of the inclusion of said premises within the boundaries of Irrigation Maintenance District No. 259. of 4 •' yy ��•iYY L uatcd rhis 311,0 day of March, 1977. STATE OF WA51(INGTO% (SEATry ' county or Yakima On this 3151 day of March, 1977 ratio- ne, r}„ ' underal;tu+i, a Notary Publte in and l-ir tui, ^.r,.IF of lt-.Inn,wrn, r„Ir NEIL to r_,r il'-•^+n:n ,e it- it, 11 1,1�.r.a dr•*u;tt.cu in ul,d Mht, ctl•r u:^: ahr rh,t H,. tr�,nr,f ..•I,I y#, ,1r,R ,l,tx v,J ihsrr:,nl • r as ...6 t: rtr and 4Ulu r,r,r0 ,, r aa. :e rd for ttcc ,rsat ,.cam h�r(ti>1ti rhl-.rl� Ilcnrtn"rt'l .Al ct ❑,--L•: L� G.^rrJ.av (:iil;:l seal this 31St. Lf{t= C = �,. }r 1 ;4 Filed For Record at Request of I F1 I I I I STAT UTORY WARRANTY DEED NAME ;0 YAKI14A BONDED ESCROW, INC. ADDRESS .. 2,034 - CITY AND STATE YAM". WASKNCJ,;N 99902 111F. GRANTOR WILLIAM E. WHITNAH, a single man, ior 'Fid in cwvsid,yw lion of VALUE RECEIVED 1U r, L4 i,t hanA raid. cvn,ir% s 4nd warrants to YAKIMA SCHOOL DISTRICT NO. -N G.-anitc, One U!,luing described real estate, situateJ in (lie County of Ya;: S:j Ic of ta,h3hpoll: Lot 6, Block 334, itnf;=Awilnow Yakima, according to the plat thereof recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. 181324-43441 TOCETHEIR WITH all water righ:s appurtenant thereunto and all water rights possessed by grantor appertaining thereto. Subject to r 4 ghts of way for easements for ditches and canals over and across said premises if burdened thereby. Subject to future assessments by reason of the inclusion of said premises within the boundaries of Irrigation Maintenance District No. 259. Da -cd tf.is NATE OF V7A;iN.\C)T0.N ."." �f Yak imai Un zh, s da; of Noar, Public in and a,- -i,— U,,j. ...... 1: i -1 k. '1%,11, set,, r nr 61 11, d ml w)k. ll rT L, i t, ju i cpi i nz 1,1-, 11 XT ICV.l -1111! 411 110. 10 LI�:l i,r r.r , t'. i�l 111-3 °-AJ,3 It. -Mir -16 'it il b I -a ';rr Jl,J %o%o4AV. J&:1 J:"1 JVV2 lot fir --Z t,1,4 ',ir'! !.Cal this 1;, r t7 11, RECEIVEJ) FEB 1 4 2012 CITY OF YAKIIWA PLANNING div. SAFECO TITLE INSURANCE. CCNtPANY lHiS SPACE RE: ,i r , :5C -N -t L ---L F)DE TY TIT&E CRT�Ny Lii 03Y. H 'AT F I E L D AUDITOR 111F. GRANTOR WILLIAM E. WHITNAH, a single man, ior 'Fid in cwvsid,yw lion of VALUE RECEIVED 1U r, L4 i,t hanA raid. cvn,ir% s 4nd warrants to YAKIMA SCHOOL DISTRICT NO. -N G.-anitc, One U!,luing described real estate, situateJ in (lie County of Ya;: S:j Ic of ta,h3hpoll: Lot 6, Block 334, itnf;=Awilnow Yakima, according to the plat thereof recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. 181324-43441 TOCETHEIR WITH all water righ:s appurtenant thereunto and all water rights possessed by grantor appertaining thereto. Subject to r 4 ghts of way for easements for ditches and canals over and across said premises if burdened thereby. Subject to future assessments by reason of the inclusion of said premises within the boundaries of Irrigation Maintenance District No. 259. Da -cd tf.is NATE OF V7A;iN.\C)T0.N ."." �f Yak imai Un zh, s da; of Noar, Public in and a,- -i,— U,,j. ...... 1: i -1 k. '1%,11, set,, r nr 61 11, d ml w)k. ll rT L, i t, ju i cpi i nz 1,1-, 11 XT ICV.l -1111! 411 110. 10 LI�:l i,r r.r , t'. i�l 111-3 °-AJ,3 It. -Mir -16 'it il b I -a ';rr Jl,J %o%o4AV. J&:1 J:"1 JVV2 lot fir --Z t,1,4 ',ir'! !.Cal this 1;, r t7 11, RECEIVEJ) FEB 1 4 2012 CITY OF YAKIIWA PLANNING div. QGi Y 5v1�0 (Continued from reverse side) , by Auditor's File No. 2584358, being an action for the determination of the rights to divert, withdraw, or otherwise make use of the surface waters of the Yakima River Drainage Basin, in accordance with the provisions of Chapters 40.03 and 90.44 Revised Code of Washington. Subject to rights reserved in federal patents, state or railroad deeds; building or use restrictions general to the area; zoning regulations; utility easements of record; rights of way or easements shown on the plat or visible by inspection; and any future adjudication of surface water rights by any appropriate federal and/or state proceeding. 1 ' RECEIVED FEB 1 4 2912 r CITY OF PIANkINfi DIVA i 1 1 1 EMU.INDEX 1 # F-1 ' RECEI'VED VF 0 1 4 J12 Cp Ai4Nl%G DIV. N Cr M Cf" N M 00 V-1 0 z mi W V fY a CL Yakima County GIS Yakima COLInty GIS -Washington J"-1r-.VAj Department of Assessment IExcim f ,h7s ' iti, iPa�refAt3or�s �.lrrpi Ovoreriz. Use- . -6— . -- - 314 s 71H AVE, YAXIN%A ,WA 98902 -- j YAKIfA YAKIMA-CHOOL 01STRICT NO � Pa reel, 1181324434422 SiIzU 0.16 Acfe(s) 5U Service Education r • T Year 2012 1 Tax 323 - ax lmprovemen!'v'�Iu STC -00 Lanz L,�ir,r 5 0'[%i CurrantUse Villue ISD ( urrenlUse Intprovemenl SO -� New CorFshu inn E0 Total Assessed Value:'$37300 i I ;Oathroorn.5 ;Garage -arporl Year Bugle ;stories Imam S�gF1 iUpper SgF1lBSmt SgFt Bedrooms �ffuHr3la _t ?} ;Grmtra t�",jtrni� -"T No R#Sldence tnforr4ation Found. - --- In Date aIle Prier prantor No SSIe- information Found. Tax Year 'TCA ILanti Improvement INew Construction :GL 2012 333 52971}0 i 776 EEE#JW 2011 333 529750 7800 P$13 7010 333529750 58100 7049 333 1529750 bN-00 ISO so 2008 333 $297500SSODO SO o 2007 � 333 $Tg7s0 1900 SO S0 2478 333 5i97.t30 -59100 iia SO P arllon iCurrenlUse Improvement N1iiiie the information is intended io oa accurate, any manifest errors are unintentional and subject to correction Please fel us Know about any errors you discover and we will ctarreci thorn To conlart us call eifher (509) 574-1100 or X800] 672-7354- or eM-all U5 OVERLAY O• • zoning: jR,3 Jurisdiction. Yakima (Urban Area Zoning Ordlnancej ("0). High Density RedaMentlal (Yakima Urban Area Urbars Growth Anew aklma Fulure Landuse Deslgnat iiwti Plan FEMA.Not In noodplaln JX) j FIRMPene1 Humbes;j53477C1032D • Latilude:4503B' 40.184" It Longduda:42(° 31'00,475' wrative Nsi: ipilow CAPIT L ACID YAKIMA: COT 7 BLK 334 16 Township,113 SeL-ieon`24 MAP AND PARCEL DATA ARE BEUEVED TO BE ACCURATE, BUT ACCURACY IS NOT GUARANTEED, THIS IS NOT A LEGAL DOCUMENT AN®.ShtOULI) NOT BE SUBST ITUTED FOR A TITLE SEARCH, APPRAISAL SURVEY FLOODPLAIN OR ZONING VERIFICATION RECEIVED ITY OF PLANNING DIVA DOC. INDEX # -� http://vvov"v.yaklmap.coin/servlct/com.esri.r:srimap.Esrimap?name—YakGISH&Clnd=Priiit... 2/` _, �r 4=tED FOR RECORD AT REQUEST OF "SEN RECORDED RETURN TO OCT 2 5 19% COUNTY EXCISE TAX �iyTi• ,--r,. ti r...- - t�tklTY ;.71 nt; Tlta! :CR HAHF Ylll j�!ip Srtifni. nj.C"T?TCT No. I ADDRESS 104 NorlJi 9th AvCnue CITY, STATE, IIP "XIMA WASUPE uy 98902 W3/1/ STATUTORY WARRANTY DEED The Grantors, , for and in consideration of VALUE RECEIVED, in hand paid, convey and warrant to YAit?M211 SCJ' m , the following described real estate, situated in the County of Yakima, State of Washington: Lot 7, Block 334, Capitol Addition to North Yakima, now Yakima, recorded in volume "At' of Plats, page 29, records of Yakima County, Washington. (Assessor's Parcel No. 181324-43442) Levy Code 333 TOGETHER WITH all water and easement rights appurtenant thereto and all water and access rights possessed by Grantors appertaining thereto. &ub;ect tQ suture 8EGe$dmcnt$ by reason of the inclusion of said premises w!*I:In the bbunduries of City Crrigation District No. 259. S:lt;fewt to pendency of Yakima County Superior Court Cause No. 77-2-01484- 5, Irl:_1��FFC1 t.ra`I1 of hashingtr_r., Dvj.)artment of Ecology, Plaintiff, vs. RECEIVED (Puree "mus t1nineea 1,hnfendants) , nr_t :c c E which is given by Lis Pendens recorded under yak "na County Aud;Lor' S File No. 2479271, and supplemented FEB 1 4 2012 Dated! J - 1995 (Continued on reverse side) YAKIMA CITY OF PLANNING DIV. ►. ► ..yl r -.C. s ut r3 — By: By: STATE OF WASHINGTON 1 STATE OF WASHINGTON S 19s ) SS COIIHTY OF YAKIMA 1 COUNTY OF YAKIMA 1 On this day personal NCE U. STEPHENS On this dayof 199 , before And IRENE i.Td±'IlLNf Idri<I tvlduats se, the undersigned, O Notary A L c Inand for the State described in end ed the Q foregoirq of Yaehinpton, duly cwuissfoned end avorn, pereoml.ty instrument, ands ae Ines rlie g the same as apitearad and to their free and v lint 'y r�,pA t uses and sa krwvn to the and purposes the lane �•,u.+�7�i t �� / raspaetiwty, of i v,, tilt tarporat;an that execut the foregoing instrument, and L lu+•I .n� ey 40 ��k tq. �a •a� ,� of rscknoYledgad the said inntrlmlant CD bo the frH eM _day +'[ L i 5:.'•ate .J. voluntary act and deed of said corporation, for the uses • ��"+., :• and purposes therein snntioned, and on oath stated that �x�r� • ;yam f �_ they are authorized to execute the said instrument and that •'tc•_ �.- f,� __ the seal affixed is the corporate seal of said corporation, Nryt try �'VUl G •n ,/;wi �yrG�ey� ease ai tlaehrrySon, es+ding ■t __ arc_[ 4 sa` Witness sy hand and cfficlal seal hereto affixed the day ilex eiw issEmnt inporsst; -' '- and year first above mitten. Hutary Public in and for the State of Washington, residing of Hy eppointmnt txpfres: f DOC. IND r1 OCT V 5 lDaBa {continued from reverse side} , by Auditor's F'_?a go, 2584359, lacing an action for the determjnation Of thn r.ra: =s ro d#verc, withdraw, or nthsrwise retake use of the surface waters of thR Vakina Rivor Drainage Basin, in acenrdance with ttto Provisi•:)n of 'I1,...rp:� � ,I•, .snd 'ir}, .. Revicec curie of Washinr,.on. :l�e.IervGd In fedi rr; Patent.z:, rtatO ct railroad deeds; r r_1 rinCj 3r .,rr-'1_iCr,_Cl tort& 1!&rluloJ '. CrQ area; Zon1riC rnr�71II ELArSB, u'.�itiy a�tslaur�ar4s ,.-es~nr+ ; r:r;htn rt way or easemente shown ors the plat fir v:.^.ihle by :r'SP�;;tion; and arty fytura: adludicAttan of surface water G'rhto by any aPPrnpK_rtre federal and/17r "tate procoadzrsg. 4y `4, RECEIVED FEB 1 4 4 CITY OF YAKIMA PLANNING DIV. DCC. INDEX #_r_- -t RIEVEI r ED FE�m 1z 14j -u r'OF YAKIM pLp,NNiNG DIV. M d' M ct N M e-1 co a z W V a CL a x a z W CL Dorn a Yakima County GIS l f I Yakima County GIS -Washington !Q�01 @�,� R021 1T I Department of Assessment yakLLUO , , k 4. parcel Ad'-tces5 376 S 7TH AVE, YAKIMA .WA 99962-. - y YAKIM YAKIMA SrHi ;0! �r $7 Ab F6rv-e: 0:11 Acre�s� ti f_ay.rw J-arcel Jurnhe7 11813Z441443 Size _- — _ rvpetly Use:&3 SLrvice Edi'catlun Tax o, -jr- e Brea iTCA`i 1333 Improyoment'N�lu•9 Crarrenll-3,.3'1d§ipLA: 50 rr r•:,'!t `_ a Inr�r�Svc�S71Cr►t 54 New tr;at _1rurl=rrr* - I�Sdrhr04irili �Garc+3fl iCarpad Qualityfear 9uiI1 Sion" main at1Ft �+JPPcr St3Ft'65rnt SgFI lBodragrns tful15M.1M!(bsmIlalj l�l9in8 - --- NoR�id¢nce Information Found.11111111k=171 *.- - . Sala Price Grantor Part)ort Excise 18a1e i]8te ,- _ - No Sales Sates }ntormation Found. Tax Year TCA 11 -2nd Improvement New f0urrentUse.!LlrrontUae Improvement -2012 333 123911110 $5200 i4 20111 353 _ S2 -M50 56400 so $0 s 20y0 3."33 11$2/000 $5600 so $ $a 0 r50 so 200 333 724000 - 000 so —_ 2006333 $6100 so $a s0 2E107 333 7 00 55100 so ;$0 d0 itoft-a3 sza;aa x00 sa so so V&tle the ,nforinalw rs'ntanded to be accurate. a^Y Man'1cs1 errors are unintentional and subject to correction Mease let us know about any errors you discover and ors writ correct them To contact u$ call egber 15091574-1100 or (800) 572.7354, or erna(!_us OVERLAY INFORMATION �,`tuurls-diictiDnn. Yakima (Urban Area Zoning Ordinance) Future Lnnduse iaesse i otion:00) High p�la� �edslde;iw (Yakima Ulrban Area Urban Growth Area; !Yakima �! Plan _ REM ,Not In ittrodptairi (X)FIRM Panel Number,53071C1032D LalitudeAV 33' 39.780" L4n Rude: -120° 30' 59.851" iETan4e'18 TgwrtshlP 13 5eU14n:24 + ntsrr>st►'re Qescriolion: CAPITOL ADD YA)UM-A: LOTS BILK 334 lac W" FT MAP AFib PARCEL DATA ARF BFLIEVFD TO BE ACCURATE. St�T ACCURACY 1$ NQT C1Jl,RANTEED, THIS lS tdr�T' A LEGAL WCUMENT AND SI- OU P NOT EE SUSSTiTUTF-0 FOR A TITJ_E SEARCH, APPRAISAL SURVEY FLOODPLAIN OR ZONING VF 'N - -� - RECEIVED FEB 1 4 2012 C� NNINGA D'V' Doc. INDEX littp://w% w.yakimap,com/servlet/corn.esri.esrimap.Esrimap?name=YakGISII&Cmd=Print... 2/13/21012 /`fes AUG 0 9 1995 0 fiLFu FOR RECORD AT REQUEST OF COUNTY EXCI E TAX DATE �4 PAi6 y `7 REC. M WHEN RECORDED RETURN TO Ahlrnl t.WLnll 1.�/r1�i '.I_•Q NAME _ _ YAKIMA SCHOOL DISTRICT NO. 7 W ADDRESS 144 north 47H AVENUE � 98902 CITY, STATE, ZIP STATUTORY WARRANTY DEED The Grantors, ME14UA T. ru and 7xfaunri arnL�PIITEp. h>��� �1 AF�� RECEIVED wife, for and in consideration of VALUE RECEIVED, in hand paid, convey and e warrant to YAK . A SCHOOL BTSTRTCT NO, 7, the following described real FEB 1 `# "12 estate, situated in the County of Yakima, State of Washington: CITY OF YA KiMA Lot B. Block 334, Capitol Addition to North Yakima (now Yakima), recorded PLANNING; i)1U, in Volume "Ann of Plats, Page 29, records of Yakima County, Washington, EXCEPT the West 44 feet thereof. (Assessor Fs Parcel No. 181324-43443) Levy Code 333 TOGETHER WITH all water and easement rights appurtenant thereto and all water and access rights possessed by Grantors appertaining thereto. Subject to last half real estate taxes for 1995 which Grantee assumes and agrees to pay. Dated �n 1995 (continued on reverse side) STATE OF WASHINGTON I I SS COUNTY OF YAKIMA 1 On this day peraonetty appeared AIOLUPOTEA and JEAHHE "1 11POT individuals described in and foregoing instrument, end anme ob their frog and vol eCl and purposes therein atnt1 Given undor,jay hand pad off 411orY radrllc III a realglrsp 0e NI' mppoaniwnt 'asp 11[he Irwv the It gyp, for eef rye By: By : _ ­_ STATE OF WASHINGTON 7 y ss COUNTY OF YAKIMA On this day of 199, before as, the Undersigned, a Ha tory Pub ilo In and for the State of Washington, duty commissioned and sworn, personalty appeared and to me krrmm ro be the and .pectively, of the eorporetfon thct exacutad the foragaln0 "�truaant, end acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seaL affixed is the corporate seal of said corporation. Witoeas ry hand and official seal hereto affixed the day and year first above written. 4etery Kbl Sr If, roe ow State of uae I+l uwr residing at My appointment exp res: 'vot 1487 1484 DOC. AUG 0 9 T88S (Continued from reverse side) Subject to future assessments by reason of the inclusion of said premises within the boundaries of city Irrigation District No. 254. Subject to pendency of Yakima County Superior Court Cause No. 77-2-01484- 5, entitled state of Washington, Department of Ecology, Plaintiff, vs. (Numerous named Defendants), notice of which is given by Lis Pendens recorded under Yakima County Auditor's File No. 2479271, and supplemented by Auditor's File No. 2584358, being an action for the determination of the rights to divert, withdraw, or otherwise make use of the surface waters of the Yakima River Drainage Basin, in accordance with the provisions of Chapters 40.03 and 40.44 Revised Code of Washington. Subject to rights reserved in federal patents, state or railroad deeds; building or use restrictions general to the area; zoning regulations; utility easements of record; rights of way or easements shown on the plat or visible by inspection; and any future adjudication of surface water rights by any appropriate federal and/or state proceeding. RECEIVED ,�, ; •' '•. `f, FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. ` 1487 1485 VOL DOC. INDEX- #. NDEX# f--- 1 DECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. d" qqr M R* cV M T--1 00 rl 6 z J W V OC Q CL Q x z W CL roc, a INDL"X Q Yakima County GIS [Pans f�apAtt] Yakima County GIS -Washington tctOnRemAl Department of Assessment IF.3rc=TI A FJI IC -55 T X705 S RINE AVE, ,WA� YAKU0 YAKIIJIA !i HC)O-L ,tA'a:i. Fare- I IJturai r 18132443"4 ! Ssxs:�r�GS Acre �J IPropeery Use�6a service @ducation $rax Code Atoa r I }rtryrvv�rlcnt Va'<<e C'�rei�!'.!��°L'.=I,.��- Stl � t_arr,:nl'_��_ ui�.�-<<�t❑rrr`n! 54 Flaw o nn S� I Tr,!. -'tom ,,5 =.1't3!ri= v1di�Gd1 n�tuWti ` �Eiall9r[eGr"ti� 'C-7af�gr= puality IYearsulli Stories IMainSgFt UpperSgFt4Rs<rstS�Ft 8edrrrGllls i{lullV4,1r2y`tbsrn#aI!^bit,n: f_a(C! ^,_ f - No Residence information Found. _ Sale Price t;rantar Portion Excise 'Sole Date -- --- " No g$!rs Information Found. -- -- 2amn�. IR -3 aun6dsctaon Yakima jUrban Area Zoning Ordinance) Future Lentiusa Desi natlan: (HD) High Density Redsidential IYakima Urban koa Urban GTdnli h Aradr Yakima Plan) _ — FEVA Not In 17opdpiain IX) FIRM Penes Number rS3nT7C1432D LOCATION •s r • L�tltude;4t3° 35' 38.557" y 1 on its ude .12�0`� 31` RAW [Ran e - 1B Township 13 Sactlon'24 _ Nm a €)eacnpticn: CAPROL ADD YAKIMA: W 44 FT. QF LOT eeLK 334REC t3Te6212309MORGAN�MC Ktl= EED THIS iS NOT A LEGAL DOCUMENT ANSHOULD NOT QFtEVED SUBS-3TITUTED FOR A TITLE SEARCH, APPRAISAL; MAP AND PARCEL DATA ARE 70 BE ACCURE, BUT ACCURACY IS SURVEY. F 60 PLAIN OP. ZONING VERIFICATION RECEIVED FED 1 42".12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX http://www.yaki map. com/servlet/com.esri.esrimap. Esriniap?name—YakG ISH&Cm d=Print... 2/13/2012 Land Improvement INew Ccnstruction jCurfentUse iCUM4111-lse Ilnpravement fax Year 2012 iGA 133 � $11300 2sOD SO a0 s0 2011 3,33 511344 $2300 so ;t7 t4 $a so 3 $19000 52400 so so 5Q 2on6 333 511000 $2700 $0 - $0 YR 3 $110$10 $Ego so $0 $0 2007 50150 $271$0 so so So none 333 111390 tS2700 ISO Inlormalian Is intended 10 be ar&urate. arty manifest errors are umntenlionW and subleci to c0rract`n Please Iv) us know While the about ;any errors you discover and we will correct them. To bnntact us r -all elfher ( 509) 5,4-11000T {8a(>) 572-7354, or ernaii us, 2amn�. IR -3 aun6dsctaon Yakima jUrban Area Zoning Ordinance) Future Lentiusa Desi natlan: (HD) High Density Redsidential IYakima Urban koa Urban GTdnli h Aradr Yakima Plan) _ — FEVA Not In 17opdpiain IX) FIRM Penes Number rS3nT7C1432D LOCATION •s r • L�tltude;4t3° 35' 38.557" y 1 on its ude .12�0`� 31` RAW [Ran e - 1B Township 13 Sactlon'24 _ Nm a €)eacnpticn: CAPROL ADD YAKIMA: W 44 FT. QF LOT eeLK 334REC t3Te6212309MORGAN�MC Ktl= EED THIS iS NOT A LEGAL DOCUMENT ANSHOULD NOT QFtEVED SUBS-3TITUTED FOR A TITLE SEARCH, APPRAISAL; MAP AND PARCEL DATA ARE 70 BE ACCURE, BUT ACCURACY IS SURVEY. F 60 PLAIN OP. ZONING VERIFICATION RECEIVED FED 1 42".12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX http://www.yaki map. com/servlet/com.esri.esrimap. Esriniap?name—YakG ISH&Cm d=Print... 2/13/2012 AUG 2 S fM FILED FOR RECORD AT REQUEST OF i � y COUNTY EXCISE. TAX DATE WHEN RECORDED RETURN TO �PAiO: 289,178, ]��y�_ r�� NAME /TL_, _��J-7 I��ll� ; 289, 78 �r w . r • �s ._ ADDRESS CITY, STATE, 21P STATUTORY WARRANTY DEED eqC, -ci d The Grantors, MICR EL P, _LEIHQAgG,anLi DONNA R. LEINGARG, husband and wife, for and in consideration of VALUE RECEIVED, in hand paid, convey and warrant to YAKIMA SCHOOL DISTRICT NO, 7, the following described real estate, situated in the County of Yakima, State of Washington: The West 44 feet of Lot 8, Block 334, Capitol Addition to North Yakima (now Yakima), recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. (Assessor's Parcel No. 181324-43444) Levy Code 333 TOGETHER WITH all water and easement rights appurtenant thereto and all water and access rights possessed by Grantors appertaining thereto, Subject to last half real estate taxes for 1995 which Grantee assumes and agrees to pay. Ddtad � S. 1R95 By: _ By: STATE OF WASHINGTON I SS COUNTY OF YAKIMA on thio day personally appeared before ee MICHAEL P. LEINGANG and DONNA R. LEINGANG to me knovn to be the individuate described in and who executed the within and foregoing instrument, and acknowledged that they algned the saw ae their free and voluntary act and deed, for the uses and purposes therein mentioned. fi;"n Omsar w -N" mon offic IRL asaL this � day of 4otar L c.in a ! 4ut� of Wa nota+), •es id+l+C at _ ! Ay e�lnTieni eC ee: . J � Itv i J (Continued on reverse side) STATE OF WASHINGTON 1 SS COUNTY OF YAKIMA i On this_day of 199 , before me, the unersigned, a Notary c in and tar the State of Washington, duly comeissioned and sworn, personally appeared and to w known to bathe and respectively, of the corporation that executed the forage ng rutruwnt,�and acknowledged the said Instrument to to the free and voluntary act and deed of said corporation, for the uses and purposes therein Mentioned, end at oath stated that they are authorlted to executs the said instrument and that the seal affixed 15 the corporate seal of sold corporation. Witness ry hand and official Soot hereto affixed the day and year first above written. Vote ry Pubt i0 n &W for tM Statta Wash Ington, residing at Ply appointaarif exp res: vaL 1469 1461 RECEIVED FEB 1 4 2 C 12 CITY OF YAKIMA PLANNING DIV. DOC. NDEX i AUG 1 b ` (continued from reverse side) Subject to future assessments by reason of the inclusion of said premises Within the boundaries of city irrigation District 110. :55. Subject to {;t1j:r'e-Irl of Superitr r-"oe1= t Cause ,tri- 77,2-01484- h, Nrt1t1-ztl v--Att:n c!' Wt�s} �r,ttF:�, ;) k�7; i>tsent of FcoLogy, Pla.ttZt'Iff, vs. tt2U:per0u5 Ramod DAfenrlants), nnti a r.;F which Is given by :-is Pendens rer,nrded -ender Yaximrj County Auditor't: Fila No. 24742710 and :;upplementltd by Audil;D. 's File Ho. 29&4350, being an action for the determl.nntion a. the rtrprt:s to div®rt, wiFbdraw, or rrtherwine make Vsa of the surface welters of [:ie Yakima !fiver Pral"age Uasin, in accordance with the provisitir,d Of c:tapters 90,03 and 9D.44 AeViEerJ Cade of Washington. sLlbject to rights reserved in federal patents, state Or rail read deeds; b;111dinrg or use restrrrtsons general to the area; zonirg regulations: :!deity 0$5einents of rmord; rights of way ar adsement-G shown on the plat o:visible by i1spertaun: and any flit;1ra adjudication of surface water t iiphts by any f "dorm and/or state proc-bading . YAKIHA GOUNTY W VALA CYZyn�Q 0 API NT E (?^'•' "-,AN IIECEIVED VOL 1489 1482 FCD 1 4-2212 CITY OF YAKIMfi PLANNING Ulb. DOCC INDEX RECEIVED FEB 1 4 2U12 CITY OF YAKIMA PLANNING DIV. a x a z W DOG. a INDEX a Yakima County GIS Yakima County -Washington GIS [Print Report] [Close Repo) Department of Assessment -0- . --- - I 1 - I• 1_11 509 W PINE ST, YAKIMA ,WA 98902 — YAF PPA YA0,0MA C I Y• _ — J1813,'L�444432 Size_; 179 Park ax Code Area (TCA); 333 Improvement Value: b'I]+ZOt;OQ Tax Year'2012 Land Value $604300 CurrentUse Iml,,rr Tolal Assassed Valu_ S1904900 £+aihrporns 3ar,;'? Carport aln SgFt tRJpiF Sqi PIBt:m! Sof t !t3BdrOvmS fulP13�4.1 2) 1L.2rrri'a19'Iid'21 u., oaa,.fanra Wnrmatien Faund. tng jR-3 — jurrsdirAi¢r1: Yakima (Urban Area Zoning ordinance) tits) Higl Denelty. Reftidential {YaWrr►a Urban Ama an Growth Area:Yakima Future Landuse DWgnation:�lytanl —, - ilA -Not In flotadpiain (X) i FIRM Panel Number 53077C1032D • Latitude:461 36' /3.651" 1- Longitude •1200 34' 51.527" )Ran eAS Tmnship:13 Secttan•24 Narsative.Uereclla�itipn: GAW61, A13D fl,f.UND'8 ADO: SILK 294 ALSCIPT OF VAC AIy AVE ACCftIiINGL1ON PARK MAP AND PARCEL_ DATA ARE SEUEVED TO BF ACCURATE. BUT ACCURACY 1S NOT GUARANTEEl3, THIS lS NOT A LEGAL DOCUMENT ANO SF• OULD NOT €3E SUBSTITUTED F€OP? A. TITLE SEARCH, APPRAISAL, SURVEY FLOODPLAIN OR ZONING VFRWICATION RECEIVED FEB 1 4 2.12 CITY OF YAKIMA PANNING DIV. http://www.yakimap.com/servleticom,esri.esrimap.Esrimap?name=YakGISH&Cmd=Print DOC. INDEX . 2/13/2012 UIT CLAIM DEED GRANTOR, the Metropolitan Park District of Yakima, in consideration of its pending dissolution and the assumption by the Grantee of all liabilities of the Grantor, all as contemplated by and pursuant to Chapter 35.61 of the Revised Code of Washington, does hereby convey and quit claim to the City of Yakima, Washington, as Grantee, the following described real estate situated in the City of Yakima, Yakima County, Washington, including any interest therein which Grantor may hereafter acquire: PARCEL I, commonly known as Cherry Park. Lots 10, 11 and 12, Cherry Avenue Subdivision, according to the official plat thereof on :ile and of record in the office of the County Auditor of'Yakima County, Washington. PARCEL II, commonly known as Franklin Park. PARCEL A: FRANKLIN PARK ADDITION, Lots 4 thru 24 including Vacated Streets and Alley, Section 23, Township 1-3 North, Range 18, E.W.M. PARCEL B. FRANKLIN PARI{ ADDITION, Lots 25, 26 and 27, ✓ Section 23, Township 13 North, Range 18, E.W.M. EXCEPT the West 20 feet of the North 72 feet of Lot 25, EXCEPT the North 72 feet of Lot 26, EXCEPT the East 25 feet of the North 72 feet of Lot 27. PARCEL C: FRANKLIN PARK ADDITION, Lots 28 thru 33 and that part of Lots 34 and 35 lying North of the Naches and Cowiche Ditch, Section 23, Township 13 North, Range 18, E.W.M. PARCEL D: FRANKLIN PARK ADDITION, Lots 37 thru 60, Section 23, Township 13 North, Range 18, E.W.M. including part of vacated Cecil Way and vacated Walnut Street. PARCEL E: STANLEY PARK, Lots 26 thru 36, Section 23, 1 Township 13 North, Range 18, E.W.M., including Part of Vacated Walnut Street on Lots 26, 27, 28, 29, including part of Vacated 21st Avenue on Lot 29, including part of Vacated 21st Avenue on Lots 30 to 35. OFFIaAL RECORDS ',r 756 -,I-= r ECEIVED EB 1 4 2012 CITY OF YAKIMA PLANNING DIV. DOC. INDEX � #sJ ._L. 01-7 Iff 6__I PARCEL III, commonly known as Fisher Park Golf Course. (1) SCHMIDT LAND: The Northwest quarter of the Southwest quarter of the Northeast quarter of section 27, Township 13 North, Range 18, E.W.M., EXCEPT Roads and W EXCEPT beginning at a point on the East line of said subdivision 200 feet South of the Northeast corner thereof, thence West 284 feet, thence South 165 feet, thence East 284 feet, thence North 165 feet to point of beginning. (2) SCHMIDT HOUSE: That portion of the Northwest quar- ter of the Southwest quarter of the Northeast quarter of Section 27, Township 13 North, Range 18, E.W.M., described as follows: Beginning 25 feet west and 200 feet South of the Northeast corner of said subdivision; thence West 264 feet, thence South 165 feet, thence East 264 feet, thence North 165 feet to the point of beginning. (3) SPENCER PROPERTY: The Southwest quarter of the Northwest quarter of the Northeast quarter of ' ✓ Section 27, Township 13 North, Range 18, E.W.M., less roads along the North, East and West sides thereof and therefrom the East 175 feet of the North 235 feet thereof. PARCEL IV, commonly known as Gardner Park. (1) Block 18 of Section 36, Township 13 North, Range 18, E.W.M., according to the official plat thereof on file and of record in Volume "E" of plats, page �I 36, records of the County Auditor, Yakima County, Washington. EXCEPT the North 250 feet of the West 220 feet thereof; PLUS: PARCEL A --The South 60 feet of the North 85 feet of the West 144.2 feet of Block 18, plat 3 of Section 36, Township 13 North, Range 18, E.W.M,, according to the plat thereof recorded in Volume "E" of plats, page 36, records of Yakima County, Washington RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. PLUS: PARCEL B --The South 60 feet of the North 145 ,. feet of the West 144,2 feet of Block 18, plat of yip0 Section 36, Township 13 North, Range 18, E.W.M., according to the plat thereof recorded in Volume I "E" of plats, page 36, records of Yakima County, Washington ®Cu NDEX " 2 " 756 � F-1 nEFrnas �rrnant we 7 11 196S 1 PLUS: PARCEL C --Beginning at a point 144.2 feet East an25 feet •South of the Northwest corner l of Block 18, plat of Section 36, Township 13 North, Range 18, E.W.M., thence East 75.8 feet, thence South 115 feet, thence West.75.8 feet, thence North 115 feet to point of beginning. PARCEL V, commonly known as Gilbert Park. RECEIVED (1) All of Block 6, The Uplands, according to the plat FEB 4 �u�2 thereof recorded in Volume "0" of plats,page 28 records of Yakima County, Washington EXCEPT beginning at the Southeast corner of the CITY OF YAKIMA Northeast quarter of the Northeast quarter of PLANNING DIV. Section 21, Township 13 North, Range 18, E.W.M., thence West on the South line of said subdivision 390 feet, thence South 29'30' West 77 feet to the true point of beginning, thence South 29"30' West 182 feet, thence North 60°30' West 138 feet, thence North 29°30' East 182 feet, thence South 60°30' East 138 feet. PARCEL Vi, commonly known as Kiwanis Park. PARCEL A: The East 300 feet of the South 396 feet of the Southwest quarter of the Northwest quarter of ✓ Section 20, Township 13 North, Range 19, E.W.M., EXCEPT the South 30 feet for street. Also the West 475 feet of the Southeast quarter of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M., EXCEPT the South 30 feet for street. PARM B: The South. 396 feet of the Southwest quarter of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M., 1-4 EXCEPTING the West 30 feet for street and EXCEPTING 7 that portion lying within East Maple Street on the South. /ARCEL C: The East 185 feet of the Southeast quarter of Che Southwest quarter of the Northwest quarter of Section 20, Township D :forth, lunge 1.9, E.W.M., t�•k % together with appurtenances there belonging, Less roads. PARCEL D: The East quarter of the South quarter of the North 132 feet of the North half of the Southwest rp S' quarter of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, ✓ E.W.M., and the East half of the North half of the South 132 feet of the North half of the South- west quarter of the Southwest quarter of the North- west quarter of Section 20, Township 13 North, Range 19, E.W.M. PARCEL E: The East half of the North 66 feet of the yI' North half of the Southwest quarter of the South- west quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M. -PARCEL F: The West half of the East half of the South half of the North 132 feet of the North half of % the Southwest quarter of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Runge 19, E.W.M. ,/PARCEL C: The East half of the South 66 feet of the North 198 feet of the Southwest quarter of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M. PARCEL H: The East half of the North half of the South 132 feet of the North half of the Southwest quarter wl of the Southwest quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M. f PARCEL L: Lot 1, Block 1, C,aldenvi.ew Addition to North �i Yaks , now Yakima, according to the plat thereof recorded fn Volume "D" Of plats, page 29, records of Yakima County, Washington, EXCEPT right of wav of Old Union Titch and EXCEPT the West 20 Feet fur County Road. /PARCEL J: The West half of the Northwest quarter of ,//PARCEL Southwest Quarter of the Southeast quarter of the Northwestgiarter of Section 20, Township 13 North, Range 19, E.W.M., V EXCEPT the North 157.5 feet thereof, EXCEPT the West 20 feet for County Road, and y 4;. EXCEPT portion conveyed to the State of Washington for Primary State Highway No. 3, by instrument recorded in Volume 599 of Deeds, Auditor's File No. 1791537. _ PARCEL K: The Southwest quarter of the Southwest quarter of the Southeast quarter of the Northwest quarter of Section 20, Township 13 North, Range 19, E.W.M. j - LESS the South and West 20 feet for roads; and EXCEPT portion acquired by the State of Washington for Primary State Highway No. 3, by Yakima County Superior Court Case No. 45396; SUBJECT TO relinquishment of right of access to State Highway and of light, view and air, under terms of Yakima County Superior Court Case No. 45396; 224 RECEIVED 2n Q F EB 14 0 CITY PLANNING DIV. PM WDEX ---L/ i -�- .► t las* SUBJECT To future assessments by Dike District No. 1 by reason of the inclusion of said premises within PARCEL IX, commonly known as Lions Park. /(1) Block 294 of Capital and Lund's Addition to the City J of North Yakima, Now Yakima, according to the official plat thereof on file, and of record in the office of the auditor of Yakima County, Washington. PARCEL X, commonly known as Miller Park. (1) Block 65 of the City of North Yakima (now Yakima), J Washington, according to the official plat thereof now on file and of record in the office of the Auditor of Yakima County, Washington, together with all water rights and appurtenances thereunto belonging. PARCEL XI, -commonly known as Milroy Park. said District. (1) Lots 1-18 inclusive of Lee's Addition to Yakima, TOGETHER WITH all water and water rights thereunto the filing of said plat as: belonging. Vol. 656, Page 534. 2010595 Lot 4 and that part of Lot 5 lying North of the R.S. & ARCEL VIII, commonly known as Larson Park. (1) The North half of the Southwest quarter of the North- being also described as follows: west quarter of Section 25, Township 13 North, Range RECEIVE® '' 18, E.W.M•, together with all and singular the tene- of Yakima, Yakim County, Washington, running thence LA t mentis, hereditaments and appurtenances thereunto feet to the East line of 15th North, runninc, thence belonging or in any wise appertaining. The North FEB 1 4 2012 PO fees and the East 80 feet of said property is xw� conveyed forever for street purposes and the remain- CITY OF YAKIMA ®0Ce der of said property is conveyed forever for use PLANNING DIV. � for public park and amusement purposes only. PARCEL IX, commonly known as Lions Park. /(1) Block 294 of Capital and Lund's Addition to the City J of North Yakima, Now Yakima, according to the official plat thereof on file, and of record in the office of the auditor of Yakima County, Washington. PARCEL X, commonly known as Miller Park. (1) Block 65 of the City of North Yakima (now Yakima), J Washington, according to the official plat thereof now on file and of record in the office of the Auditor of Yakima County, Washington, together with all water rights and appurtenances thereunto belonging. PARCEL XI, -commonly known as Milroy Park. (1) Lots 1-18 inclusive of Lee's Addition to Yakima, Yakima County, Washington, being described prior to � the filing of said plat as: Lot 4 and that part of Lot 5 lying North of the R.S. & C. Canal, of Cottage Hill Addition to the City of North Yakima, now Yakima, Washington, said property being also described as follows: Beginning .ac the Southeast corner of the Lntersection of Lincoln Avenue with 15th Avenge North in the City of Yakima, Yakim County, Washington, running thence Easterly along the South line of Linccln A vunue 304 feet to the East line of 15th North, runninc, thence South 425.5 feet to the North line of the -i�ht of way of the R.S. & C. Canal, thence West along the Borth bank of said Canal 303 fust to the East lane of 16th Avenue North; thence North along the East ®0Ce line of 16th Avenue North 426 feet, more or less, V to the point of beginning. INDEX OFFIMAL K"Rfr 6 - OOC. OFFICIAL RM81 ►�'�. 756 (.*,c_226 INDEX Together with 0.350 of ane share of paid up capital of the Naches and Cowiche Ditch Company stock except an easement for a right of way for a pipe of the above described Line along the South side immediately :forth of said R.S. & C. Canal. property (2) A tract of land lying in Tract 3, Cottage Hill Addition to Forth Yakima, now Yakima, recorded 80, records of Yakima fCounty, in Volume A of Plats, page described as follows: Washington, Beginning on the North i1ne of said 'tract 3, a the North- distance of 20 feet South 89°45' East of South 0*10' West 120 west corner thereof; thence South 89°45' East 60 feet; thence feet; thence North 0°10' East 120 feet; thence worth 89°45' West 60 feet to the place of beginning. RECEIVE® PARCEL XII, commonly known as Portia Park. (1) All of Lots 25 and 26 and the West 32.5 feet of FEB 1 4 2012 Lot 24, Nob Hill Addition to North Yakima, now J Yakima, Washington, according to the official CITY OF YAKIMA V/ nthe plat thereof now on file and of record in PLANNING DIV. office of the Auditor of Yakima County, 8 ton. PARCEI. XIII, commonly known as North 44th Avenue. Lots 8 and 9, Block 17, The Uplands, according ,(1) �%' of to the plat thereof recorded in Volume "br'Washin plats, gaga 28, records of Yakima County, g tan. PARCEL XIV, commonly known as Raymond Park. (1) The North half o'f a tract of land situated in the Northwest quarter of the Northwest quarter of Section 30, Township 13 North, Range 19, E.W.M., beginning at a point on the South line of said subdivision 605.3 feet East of the Southwest corner thereof; thence North and parallel with the West line of First Avenue South in the City of Yakima, Washington, a distance of 663.65 feet; thence Southeasterly 731.95 feet to a point on the South feet East of the line of said subdivision 914 Southwest corner thereof; thence West along the said South line 308.7 feet to the point of beginning. VI(2) The South half of a tract of land situated in the Northwest quarter of the Northwest quarter of Sec- tion 30, Township 13 North, Range 19, E.W.M., beginning at a point on the South line of said subdivision 605.3 feet East of the Southwest corner thereof; thence North and parallel with the West 6 - OOC. OFFICIAL RM81 ►�'�. 756 (.*,c_226 INDEX ,17641 j U F U line of First Avenue South in the City of Yakima, Washington, a distance -of- 663-65 feet; thence Southeasterly 731.95 feet to a point on the South line of said subdivision 914 feet East of the Southwest corner thereof; thence West along the said South line 308.7 feet to the point of beginning. PARCEL XV, commonly known as South 2nd Street Park. (1) Beginning at a point where the East line of Second Street produced intersects the South line of South to the section line between Race Street, thence Sections 19 and 30; thence West along said Section Line to a point 50 feet at right angles from the West lane of what was known as the City Park; RECEIVED thence North to a point 50 feet westerly of the p^int of beginning and on the South line South of Race Street, thence East to a print of begLnning, FEB 1 4 2012 being in the Southeast quarter of the Southwest quarter of Section 19, Township 13 North, Range CITY OF YAKIMA 19, E.W.M., in Yakima County, Washington, and PLANNING DIV. All that portion of the Southeast quarter of the ✓ Southwest quarter of Section 19, Township 13 North, 11� Range 19, E-.W.M., lying East of the East line of 15 Second Street produced Southerly and South of the South line of Race Street, as shown upon the map of the Town of North Yakima filed in the office of the Auditor of Yakima County, Washington. PARCEL XVI, commonly known as Summitview Park. J (1} /All of fractional block 389 of Capitol Addition to North Yakima, now Yakima, Washington, being fraction of Lots 1, 2, 14 and Lots 15 and 16; also the South half of Lot 56 of Ker's Villa ✓ Lots except the North 10 feet thereof, all accord- ing to the official plats now on file and of record in the office of the Auditor of Yakima County, y Washington. Together with all appurtenances and together with all vacated streets and alleys accruing thereto. PARCEL XVII, commonly known as Tieton Terrace Park. (1) Lots 10, 11 and 12, Block 1 of Tieton Terrace Addition, according to the official plat thereof on file and of record in the office of the Auditor of Yakima County, Washington, together with the appurtenances. PARCEL XVIII, commonly known as Washington Park. (1) All of Block 177 of Home Addition and New Home DOC. Addition to the City of Yakima, formerly North INDEX r7 75Af7,92 Yakima, according to the official plat thereof on file and of record dWin th toffice of the Auditor of Yakima County, ffi PARCEL, XIX, commonly known as Park Shop. (1) Lots 5, 6, 7, 8, 9, 10, 11 and 12, Block 275, Lund's Addition to North Yakima, now Yakima, according to the P11Q3thiecardsreof recorded Yskirna,Cou�nt�y, "A" of plats, Page Washington. 10 �` day of 1969. DATED this _ja METROPOLITAN PARK DISTRICT OF YAKIMA Ci�airman, Clerk STATE OF WASHINGTON ) RECEIVED FEB 1 4 2012 CITY OF YAKIMA PLANNING DIV. 9S. County o f Yakima ) J. da 1969, before me the under - On this 6 Y of _-11--. `; ' ' y signed, a Notary Public in and for the State of Washington, ley nd commissioned and Swnr, personally appeared John F. Chester irespec n.tively, Her P. Edmondson, to me known to be the Chairman and Clerk, of the Metropolitan Park District of Yakime, the municipal corporation that executed the foregoing instrument, and acknowledged the Said instrument to be the free and Voiuntary act and deed ,.5f said corpora- tion, for the uses: and purposes therein mentioned, and on oath stated that they fefixedLsurexecute nt d that the aaleofhsatdimuniici.Palecorpnthe ratiarl, seal a Witness my hand and official seal hereto affixed the day and ear ftr$t.'.Aoove written. AUDITOR 9 DOC. -s- . uhf CIAI aalr .s 756 ,�.a,'12128 +�+-+31'+0, 7f, +`.•;• ` C� -'�,ci Yh�.+:' : COUi'i i TAEtY PUBLIC in and for the tate at Yakima. of Washington, residing u314 AUDITOR 9 DOC. -s- . uhf CIAI aalr .s 756 ,�.a,'12128 "� • -MAY Z 1 19bH ORDINANCE NO. - AN ORDINANCE providing for the vacation of a portiionioftSouth 6th Avenue, within the City of Yakima, n. i1HEREAS, by resolution of the City Council, a hearing on the vacation of the street described below was set for the 17th day of March, 1969, and was thereafter duly postponed from time to time until May 19, 1969, in the Council Chambers of the City of Yakima, at the City Hall in Yakima, Yakima County, Washington, and notices thereof were duly given in the manner provided by law, and WKEREAS, as a result of said hearing, the City Council finds it to be in the best interests of the City of Yakima that said street be vacated, now, therefore, BE IT ORDAINED BY THE CITY OF YAXIMA: Section 1. The following described street in the City of Yakima, Washington, to -wit: The entire width of that portion of South 6th Avenue between the southerly right-of-way line of West Walnut Street and the northerly right-of-way line of West Spruce Street, and the entire width of that portion of South 6th Avenue between the southerly right-of-way line of West spruce Street and the northerly right-of-way line of West Fine Street, X be and the same is hereby, vacated. `t Section 2. The City of Yakima itself an easement, and the right t over. under, across and along the e street hereby vacated, for the cont construction of, r and for the repair public utilities and public service hereby reserves and retsina to o exercise and grant easements, ntire width and length of the inued existence of, the subsequent and maintenance of, any and all s of every nature including, but 'y nary system of the Yakima Valley ding or permanent structure shall id vacated street without the prior approval of the City; nor shall any landscaping not limited to, the tracks and cote Transportation Company; and no buil be constructed on any portion of sa be done, trees RECEIVED ry r DffIC1At p{CORDS OL 138 PA(Ie7N� I GPI.ANMING DIV' ND --��N -MAY 211969 or shrubs be allowed to grow or overhang, or other obstruction be created or allowed to exist, which would conotitute an obstruction of the clearance of eight feet six inches on either ride of the centerline of the Yakima Valley Transportation Company tracks for the duration of any franchise or other right or privilege of Yakima Valley Transportation Company to maintain tracks through the vacated street. Section 3. This Ordinance shah ne in suis zurce ai— a ----- thirty days after its passage, approval and publication as provided by law and by the City Charter. PASSED $Y THE CITY COUNCIL, signed and approved this 19th day 4 of May, 1969. ATTESTS s/ MARIE COn'LSON -City Clerk w nth( M, EAR50h J mayor Certified to be a Ir:., c -.I, <oirod copy of thi+ I'id in °1Y si�lie RECEIVED cri�inal .° CITY CLL•RK t ... ........... ... deputY By.... Q --...-,.r �,.....,.-� �-- FEB A 4 2012 pOF YAKIMA .ANNING DIV. YAKIMA COUNTY, WASH. {LE Mir l 3 zb PI1'S9 I EUGENE NAFF AUDITOR -s- •.iVe DEX VOL 738 rasE529, OfFICIAL REMOS / 6 z J W V OC a a a x z W DOC. a INDEX Q UD RECEIVED N FEB 1 4 2012 ca( 4F YAKIMA N PLANNING DIV- M rl 00 r4 6 z J W V OC a a a x z W DOC. a INDEX Q Yakima County GIS J= rint Report] Yakima County GIS -Washington l�_lose- eport] Department of Assessment - Parcel Address: ;SPRUCE AV WlSTH AV, •• Parcel Owner(s): YAKIM YAKIMA CITY air d�� k7�tl"I�� ..: _, r:irr,�:ifhatiiror tfig.,z�tdi4tu i �.,_€ , P4otertY Use: 76 Park mew B 9W 2M 3120SA z%vise 5r34e rJatr2 :Sale Race -- No Sales lnformatlon Found. TCA Land limprovernent New ConSlrur_tlnn Guir~entUse ]Currentuss Im rovamern rax Year 1137 2 333 X140000 $F sD $0 'i4 t011333 614060 x78.200- 2010 333 s13xG0o x.900 so 2009 ..r x135000 x87 s4 SgFt Bedrooms Bathrooms , 'P'E`I iJ�€afrAy �YeOf 8usll �stories �IJair, SgFt lUTG Er So Ftp. Elimt „ , 1mir., �? I': I'r�-irs[;�+E.��ni�ni - - - 333 No Residence Information Found 90644 so ISO z%vise 5r34e rJatr2 :Sale Race -- No Sales lnformatlon Found. TCA Land limprovernent New ConSlrur_tlnn Guir~entUse ]Currentuss Im rovamern rax Year 1137 2 333 X140000 $F sD $0 'i4 t011333 614060 x78.200- 2010 333 s13xG0o x.900 so 2009 333 x135000 x87 s4 34 so g 333 1351wo 30o Sfl 50 so 50 i4 2fip7. 333 311d7'a4 90644 so ISO so 2006 333— 1700 so y the, informatiGn is intended to he acturale. any mrnifest efrors are uninternbonal and s{Ibj0d to cotredion Please ►ef us know t?e aenut any efrom you d!scover and we will correct them To contact us call 9tlhor (5509) 574-1100 or (800) 572.7354, or email ula Zoning GC 3urvidietron.rYakirr+a (Urban Area Zoning Ordinance) Future Landuse Desi nation: {AG} ArtQjsi Commercial Yakima Llfban Area Urban Growth Area �Yaklma � �Piat)} F_6 A. 'Not IIn iioodpfain {X FIRM Panel fJurnber 53o7TC1t732O LOCATION INFORMATION { Lalltuda-46°3T 46.840" + Lvngilude •124.317 54-x$9" ,Range:il! Town$h :13 SOC110i _ Nafr wb [7aliCription: CAPROL ADD YAk MA & KE ApD YJiKIMALoiB 9 7iiRU 't2. Blrli 393 ALSO PT OF VAC87H AYE ACC. INd VMAP AND PARCEL OCUMEN1 AND SHLIEVED OULD r4 AT A AREB 5e 'SUB TITLITEa FOR A TriT; 0 13 E ACCURATE, LE SE RCHH,, APRIRAl6 L S NTSURE ARANT�FLOODPLAIN OR 01`41NG (VERIFICATION -- DECEIVED FEB 1 4 2012 CITY OF YAKIff� PLANNING 0I1f� � ONDEX _/ http://www-yakimap.coin/servlet/com.esri,esrimap.Esrimap?name=YakGISH&Cnid—P fr i". 11w i1WAi 6 i ei 7 G 4 JUL. 1 [ 13[4 WARRANTY DEED (A A Yakima School District No. 7, a rmrnicipal corporation, Grantor, for valuable consideration received, does hereby grant, convey and warrant to the City of Yakima, a municipal corporation, the following described parcel of real property situated in the City of Yakima, Yakima County, Washington, to -wit: Lots 9, 10, 11 and 12, Block 293, Cap£toJ:'"•pddition.to North P Yakima, now Yakima, Washington, according to the official plat thereof recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. This conveyance is made to facilitate the construction by Grantee of tennis courts and related facilities on the property described above to be used as recreational facilities, including the use thereof by Grantor pursuant to agreements to be made from time to time between Grantor and Grantee for such use and for maintenance of such recreational facilities; THERF.FaRE, title to the above property, as conveyed by thin deed, shall remain and ve,at in Grantee only so long as the following condi- tions are met, to -wit: 1. The property described above shall he used excluE.ively for recreational purposes as tennis courts with related facilities; 2. The property shall be subject to use by Grantor pursuant to agreements to be made from time to time between Grantor and Grantee for such use and for maintenance of the property and recreational RECEiVEv facilities; FEQ 1 4 2012 3. Grantee ehnll not Hall, lcaae nor otherwise alienate title CITY OF Y AKIM,A to the above described property without first obtaining the written PLANNING ov. approval of Grantor. �y1:0T 5UPJCC.T TATO l RLz'i1Ti •isrt6ct��wu L/ M OffNIA1 RfMR" Vol 1 924 DOC. 1. vat. y d 4 JUL 1,1 1914 In the event of the breach by Grantee of any of the foregoing conditions, title to the above described property shall revert to and revert in Grantor. n Dated this 9th day of r April 1974. YTY, JUL f IJ set { + '7a L J i,vuliu�� n THIS c YAKIMA SCHOOL DISTRICT NO. 7, a municipal corporation. 4 i ' r`f r� r7 _ 4 `"'L4_r i 4 ,orf, Cotiatj.tutirg the njej -eE „C PirLcters of Yakima School Di,sCrtct stn. STATE OF WASHINGTON ) : s s . RECEIVED County o i Yakima ) On this 9th day of Apri]FED 1').12 , 1974, before me personally e. appeared Mrs. Virginia Hislop, Chairman, Charles Nelson, William CITY OF YAKIMA Sirma ns, Michael Taylor and Joanne Yost, to me known to be the PLANNING nrv. Board of Directors of Yakima School District No. 7, the municipal corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein men- tioned, and on oath stated they are authorized to execute said instru- ment and that the seal affixed is the corporate seal of said municipal corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this c trate above written. N[a7' Hi' PliaLIC in snJ fe�T tEt� State of Washington, residing at Yakima. -Z_ IifICIA1 Nffflk O 924 p1f(®OCA IND -- APPENDIX A A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS TYPE (3) REVIEW - LEGAL DESCRIPTION The current site is made up of Eight (8) parcels, with the following legal descriptions: Parcel No. 18132442452 (existing school buildings): All lots 1, 2, 9, 10, 11, 12, 13, 14, 15, 16 all in Block 313 Capitol Addition to City of North Yakima. See attached Yakima County - Property Account Summary. Parcel No. 18132443400 (existing school buildings): Lots 1, 2, 3, 4, 5, 6, 7 and 8 in Block 314 Capitol Addition to the City of Yakima. See attached Yakima County - Property Account Summary. RECEIVED Parcel No. 18132443405 (existing school portable buildings): Legal description is unavailable. .IAN 2 7 2012 Title Company was unable to obtain. CITY OF YAK116A PLANNING DIV. Parcel No. 18132443404 (existing school portable buildings): Lot 12, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume A of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County - Property Account Summary. Parcel No. 18132443403 (existing school portable buildings): Lots 11, 12, 13, 14, 15, and 16, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County - Property Account Summary. Parcel No. 18132443402 (apartment building property): Lot 10, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. See attached Yakima County - Property Account Summary. Parcel No. 18132443401 (apartment building property): Lot 9, Block 314, Capitol Addition to Yakima, recorded in Volume "A" of Plats, page 29, records of Yakima County, Washington. See attached Yakima County - Property Account Summary. Parcel No. 18132444406 (existing school soccer field and baseball field): Block Number 295 of Lund's Addition to North Yakima, according to the official plate -, thereof on file with the Auditor of Yakima County. �-"c , 1lHUD 0�' I3 See attached Yakima County - Property Account Summary. # F^ N Ln N N M 00 T-4 6 z W V a CL a x 0 z W DDC. a INDEX a i arc i vi c, (; CEIVED JAS! 2 7 2012 CITY OF YAKIMA PLANNING DIV. Property Account Summary Parcel Number 181324-42452 1 Property Address 1212 S 6TH AVE, , WA (General Information Property Description CAPITOL ADD YAKIMA: BLK 313 ALSO PT OFVAC SPRUCE ST ACCRUING & PT OF VAC 6THAVE ACCRUING Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Pro a Characteristics Use Code 68 Service - Education Unit of Measure Acre(s) Size 3.65 Related Properties No Values Found Parties Role Percent Name Taxpayer 100 YAKIMA SCHOOL DISTRICT #7 Owner 100 YAKIMA SCHOOL #7 Property Values Effective Date jEntry Date -Time Type lRemarks 08/06/2004 08/06/2004 12:23:00 ITaxpayer Changed Value Type Tax Year 2011 Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 0 0 0 0 0 Market Total 11,270,600 11,635,200 9,932,800 9,932,800 9,719,800 Assessed Value 11,270,6001 11,635,200 9,932,800 9,932,8001 9,719,800 Market Land 795,500 708,000 708,000 708,000 601,800 Market Improvement 10,475,100 10,927,200 9,224,800 9,224,800 9,118,000 Current Use Land Current Use Improvement Personal Property New Construction dive Exemi2tions Government Property 8.00 Events Effective Date jEntry Date -Time Type lRemarks 08/06/2004 08/06/2004 12:23:00 ITaxpayer Changed I Party/Property Relationship by mahan No Charges are currently due. If you believe this is incorrect, please contact our Office at (509) 574-2800. Installments Pyable/Paid For Tax Year: X2011 Distribution of Current Taxes DGG- INDEX #_ IL. https://yes.co.yakima.wa.us/ascend/(hhuvkb25ualnpjvepumv4zif)/search.aspx 1/4/2012 1`UL ;v G V1 L District Rate Amount Voted Non -Voted Amount Amount CITY OF YAKIMA STORMWATER 1 1 1,376,001 0.001 1,376.00 Receipts Date Receipt No. Amount Applied Amount Due Tendered Change 03/11/201100:00:00 2404977 1,376.00 49,884.89 49,884.89 0.00 03/01/2010 00:00:00 2261080 1,280.00 14,387.18 14,387.18 0.00 03/13/2009 00:00:00 2120700 1,092.00 29,488.17 29,488.17 0.00 04/11/2008 00:00:00 1989186 686.401 6,925.71 6,925.71 0.00 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECEIVED JAN 27 2012 GPLANNING DIVY OF . DOC. INDEX # https://yes.co.yakima.wa.tis/ascend/(hhuvkb25ualnpjvepumv4zi fl/search.aspx 1/4/2012 4936 Book 55, Page._.____ usx9rlaMdlomlhq�rs�saT...�myoReoeN,�a / Grantors f To f Grantees W tnesses : Tnstrument..:..:. -- -- .. --- - -- - Dated the -i. C� day of Filed for Record the �v day a at ✓Q f � M. Consideration, $ Granting Words SAN � We a P Acknowledged the .f dar of , SFT" Before Residence DMCRIPTIQN: r. . 1-2- - /"� -u _Ix ��� DOC. Book 54, Page�/�_ To Instrument----------------- -- -_---29a - Dated the 16 -day of M� 190 Filed for Record the 2 ,3 dap of 190 Grantors Consideration, $ Granting Words " Witnesses . +sir 7eL . `f Aclowle ed the dap of� 190 I SIAL Reforms Residence 'fl C1,01 Grantees DESCRIPTION: J- RECEIVED OF YAKMA KANNING DIV. r� 1 - ,, INDEX ED r� J W V C� a CL a x 3 z W CL DOC o a WD a Page] of 2 RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Property Account Summary Parcel Number 181324-43400 Property Address J212 S 6TH AVE, YAKIMA, WA 98902 General Information Property Description CAPITOL ADD YAKIMA: LOTS 1 THRU 8 BLK314 ALSO PT OF VAC SPRUCE ST & 6TH AVEACCRUING Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Property Characteristics Use Code 68 Service - Education Unit of Measure Acre(s) Size 2.65 Related Pro erties No Values Found Parties Role Percent Name Taxpayer 100 YAKIMA SCHOOL DISTRICT #7 Owner 100 YAKIMA SCHOOL #7 Property Values Value Type Tax Year 2011 Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 0 0 0 0 0 Market Total 2,138,400 1,907,400 2,234,800 2,234,800 2,268,000 Assessed Value 2,138,400 1,907,400 2,234,800 2,234,800 2,268,000 Market Land 577,600 388,000 388,000 388,000 329,800 Market Improvement 1,560,800 1,519,400 1,846,800 1,846,800 1,938,200 Current Use Land Current Use Improvement Personal Property New Construction ctive Exemptions Government Property 8.00 Events Effective Date Entry Date -Time Type Remarks 08/26/2008 08/26/2008 08:47:00 The situs address has changed by judyas 08/06/2004 108/06/2004 12:30:00 1 Taxpayer Changed Party/Property Relationship by mahan No Charges are currently due. If you believe this Is Incorrect, please contact our Office at (509) 574-2800. Irstalime rrts Payable/Paid For Tax Year: 12011 tion of Current Taxes rups/.w Voted Non-Votedl District Rate Amount Amount _ Amount CITY OF YAKIMA 5TORMWATER � I ' 817.00 0.00 817.00 Recet is Date Receipt No. Amount Applied Amount Due Tendered Change 03/11/201100:00:00 2404977 817.00 49,884.89 49,884.89 0.00 03/01/2010 00:00:00 2261080 760.00 14,387.18 14,387.18 0.00 03/13/2009 00:00:00 2120700 700.00 29,488.17 29,488.17 0.00 04/11/2008 00:00:00 1989186 1 440.001 6,925,711 6,925.71 0.00 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECERVED CITY Qf YAKIMA PLANNING DIV. DW. INDEX https://yes.co.yakima.wa.us/ascend/(hhuvkb25uainpjvepumv4zi fl/search.aspx 1/4/2012 • •.�:- ii'.^ :�::•ay:=:�v:• r9''r'.,-�rx�^pY,t=ib" �-i �s'�_ 'rs •.. 0.3. 00 Rear 6849.6 M7 E.D. Ift1ed. Dee 10;.1925 at, 3:24 P U.Vo3 243 Deeds.451 Dated Nov 24,1925 Con:: l0.ete T'M G1G'MUO LAND COMPANY, a corp of Znneaota TO DIMCTORS OF SCHOOL DISTRICT NO 7 of Yakima Co..wn Fla i?,b.s, and c unto Sp his h and a, forever, all those tracts or parcels of land ly and be in YOW des as fail,to=Wi.t: Tats 3,,4t5 -*6,7 and 8 in 33100k 314 Capitol Add to the City off' Yakima TER ONTARIO LAND COMPANY (THE, 4hrTAFJO LAND Cot' 'by Edward C Congdon,V Pres Attestl Harvie A C cr,Seet ACK in St Logi.$ C49 HInn Nov, 24,1925 by EGIwax'd C Can .dtm and Harvie A Cnrvrr* Viae Pros end Secty resp of the above cora (�aorp uck) bef A 0 Pabi.deau, NP, St Louis Ct►'OXInn* res Du uth,Vdnn.3ea.1 Com: .Ju. 10 1926. JAN Lu12 GITy UF "WING DVA. a DCC. INDEX r' .- � - ... •..�� a. "rte.. Rev `l . 5fl . 368495 D Flied Dec 1+0 1925 at 3:23 P2 Roe in Pal 199 of Deeds ps 3J� Dated Dec 9 19.25 Con .$1500 w..3. A-UjXjjjZR AND A=A G. OBER h• and v at. s23 DECEIVED times since acquiring title too the *ith1Z prem . JAN 2 7 2012 7110 CITY OF YAKIMA .DIFaCTCRS OF SCHOOL DISTRICT ffn .7 PLANNING DIV. Fp do hereby g,b,,s,c, and a unto sp the foil doe -lands and pretty lying being and .sit in YCW to -wit ,Lot -s 1 and 2 of B -1k 314 of Capi.t-al Add t a the City Of North Yakima, ( now Yakima.) ',fit accord to the off plat. thereof now on fil-e- and �f roe in the .off of the Aud of YCW subj to all taxes .and assessments of Tery kind to fall due hereafter on said premises W AND D WT . .ji3MLLLE y . ANIMA G. AUMI1LEI: ACE IF YCW Dee 9 3925 by W. . Au�iii2Cr and ..Aa a G.:Aumi3ler bet D. C., Reed NP ..... seal Imo' 1 1:926 DSC. INDEX # -I Ln 0 M Cf" gr N M r -i 00 O z W V OC d a a x a z W 0.4 �{ Y.�.i . CL INDEX Q RECEIVED JAN 272012 CRY OF YAKIMA PLANNING DIV. Parcel No. 18132443405 (existing school portable buildings): Legal description is unavailable. Title Company was unable to obtain. Dorn INDEX # F-/ M N M 04 6 z J W V OC a a a x z W DOC. 0. CL uNDEX Q REGF-IVED ,IAN 272012 �PLo 14 1) VA Property Account Summary 0 �D a � 1 3 4 - Parcel Number 181324-43404 1 Property Address 1309 S 7TH AVE, YAKIMA, WA 98902 General Information Effective Date jEntry Date -Time Property Description CAPITOL ADD YAKIMA: LOT 12 BLK 314 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Pro a Characteristics Use Code 68 Service - Education Unit of Measure Acre(s) Size 10.17 Related Properties No Values Found Parties Role PercentName Taxpayer 100 YAKIMA SCHOOL DISTRICT #7 Owner 100 YAKIMA SCHOOL DISTRICT # 7 Property Values Effective Date jEntry Date -Time IType Remarks 12/26/2003 12/26/2003 11:34:00 ITaxpayer Changed Party/Property Relationship by tonib Value Type Tax Year 2011 Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 0 0 0 0 0 Market Total 160,000 161,100 175,000 178,800 145,000 Assessed Value 160,000 161,100 175,000 178,800 145,000 Market Land 36,000 36,0001 36,000 36,000 30,600 Market Improvement 124,000 125,100 139,000 142,800 114,400 Current Use Land Current Use Improvement Personal Property New Construction ctive Exemptions Government Property 8.00 Events Effective Date jEntry Date -Time IType Remarks 12/26/2003 12/26/2003 11:34:00 ITaxpayer Changed Party/Property Relationship by tonib No Charges are currently due. If you believe this is incorrect, please contact our Office at (509) 574-2800. Installments Payable/Paid For Tax Year: 2011 ribution of Current Taxes INDEX https:Hyes,co.yakima.wa.us/ascend/(hhuvkb25uainpjvepumv4zif)/search.aspx 1/4/2012 ragC L ul L District I Ratel Amountl Amountl Amount CITY OF YAKIMA STORMWATER 1 1 43.001 0.00 -43.00 Receipts Date Receipt No, Amount Applied Amount Due Tendered Change 03/11/2011 00:00:00 2404977 43.00 49,884.89 49,884.89 0.00 03/01/2010 00:00:00 2261080 40.00 14,387.18 14,387.18 0.00 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECEIVED 1AN 2 7 2W P�lANN1NG 0 VOF � DDC. INDEX # -1 https://yes.co.yakima.wa.us/ascend/(hhuvkb25ualnpjvepumv4zif)/search.aspx 1/4/2012 q S 3 MAR i ,,..... 1'21976 r oucorzfus usr, C_HIS srrT� J - µ Y 4NtC0 , SAFECO TITLE INSURANCE COMPANY •S /,/4 � •�l= �� � ti:.� A I inn ST„P,n.r7Dt YAKIMA COUNTY. YAiC1Ai 47jo n, WAsfIIHTON 489Q7 .• ��•.. ..r ruw R,orn: I609174a.444? WASH. Filed for Record at Regueat of V n1 c.=-�t-,- 7,� jf �, FILED BY I ' SATECO 1`14E CO, ' {MAR 12 8.30 AM 1976Name- CAY. HATFIELD addrFIs............................................. ...,.�`AUDITOR ........................... I =:y• Cityand Srate......................................................................................... !;K n '----••--------------------•--...__....._. Statutory Warranty Deed f T1IF. GRANTOR JRROtKE K. KINDELSPIRE and COLLEEN KINDELSPIRE, husband ` # . ad wife, for and in Mmideration of 'ten Dollars and ot.bar valuable considerations In hand paid, Conveys and warrants to THE CHURCH HOLDING CORPORATION OF YAKIMA, a corporation the following described real estate, situated in the County of Yakima ,State of Washington: � Now .Lr T2 ` i Ydcic 31'•,4 apv't'y .re' oZ'r esl 'iii =Val=uinb�=A #'1 tsge'�29 recdi�'d'skimaYakima YCounty, Washington. Said premises are subject to an, indebtedness evidenced by a Dead of Trust, dated January 30, 1969, recorded February 4, 1969, in Volume 728 of Official Recoros of Yakima County, Washington, Auditor's File No. 2184805. Beneficial interest now held of record by Columbia Savings and Loan Association. The Grantees herein assume and agree to pay the indebtedness secured by said need of -Trust in accordance with its terms. Said premises are within City Irrigation District No. 253, and are subject to future assessments by said district. It Excise Tax Paid (fin 3-11-76, Under Receipt No. 145146. Dared this /� day of March ,19 76 jp11N111 1XCISE TAX DATEYS %�-�7..'�..I`� N111) S..__ .. *! ... TP STATE OF WASHINGTON, } County of Yakima Htu IVE JAN 7 2012 CrTy Of PLAN ING D VA r I r on this day personally appeared before me JEROME K. KINDELSPIRE and COLLEEN KIIIDELSPIRE, to me knvvrri`jq;�b�!ifr�.,individua{ t, described In and who executed the within and foregoing iostruawal, .and ar r[sed'that ;•;E9iey signed the tame as their fate and voluntary so and deed, for the us �>frses�lierxrri'•hfr�ttioned. v6dr-r My,,, ipd imd official sea) this /I nf' day of March r 119 76 • , _leC.t..LCu _ _ •'''+'r'rii��rntr"`'��' A Naftriy public A and Joe fria�Sfafi of warlirrrfoh,� ittirii,ti Irl �i �)r I I r . F District I Rate Amountl Arnountl Amount CITY OF YAKIMA STORMWATER 1 1 172.00 mol 172,00 Receipts Date Receipt No. Amount Applied Amount Due Tendered Change 03/11/2011 00:00:00 2404977 172.00 49,884.89 49,884.89 0.00 03/01/2010 00:00:00 22MM�^ 160.00 14,387.18 14,387.18 0.00 03/13/2009 00:00:00 2i2 7 0 84.00 29,488.17 29,488.17 0.00 04/11/2008 00:00:00 112all86 52,801 6,925.71 6,925.71 0.00 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECEIVED JAN 2 7 21.12 CITY OF Y AKI&A PLANNING DIV. ®OC. INDEX https://yes.co.yakima.wa.us/ascend/(hhuvkb25ualnpjvepumv4zif)/search.aspx 11412012 Y V 1. .L A J U MAA ; U WW . .............. ........................... Transamerica Title Insurance Go r,AMMA "LINtUICCORDIR'S USE, WASii A Service o/ Ii. F r BY 7'ranaaneeriea Corpornfion lillll 11 (!v Filed for Record at Request of 6 E T -(I t 1 r : •� E A Al Alli}ITI UR C>tName... .,2:! rK_:t.....f?!.::«:._..... C' ........................... Andress...... ..........r..r.......................... ............................... City and State-----........................... ,i ... ' Quit Claim Deed ,CORPORATE FORM THEGRANTOR, THE CHURCH HOLDING CORPORATION OF YAKIMA, a Washington nonprofit corporation, for nnrl in comideration of dissolution of corporation conveys and quit claims to YAKIMA EVANGELICAL CHURCH OF THE EVANGELICAL CHURCH OF NORTH AMERICA, a Washington nonprofit corporation, the following described real estate, situated in the County of Yakima State of Washington, together with all after acquired title of the grantor(s) therein: Lots 13, 14, 15 and 16, Flock 314 of. Capital Addition to Forth Yakima, now Yakima, according to the official plat thereof recorded in Volume "A" of Plats, Page 29, records of Yakima County, Washington. TOGETHER WITH all water rights and appurtenances thereunto belonging. ft'scaws-0 G�2 �QIMdiT 0051 TAX IN WITNFSS WHEREOF, said corlxsraiion has caum4l this instrument to Ice executed by its proper officers and Its corporate seal to he hereunto affixed this day ol- January , V 85. THE 'CHURCH HOLDING CORPORATION OF ........................................................................................ YA„INN fly. _.:._:...... ..................... J LeRoy Groenig, ��P►rtrdent. Raymond V. Rosenkranz, 'Treasurer Fly-f]arothy Qualiley, Secretary. STATF OF WASHINGTON, [;tt»t,ly of Yakima 45. on this V day of; J-anuay , 19 85, before me, the undersigned, it Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared LeROY GROENIG, RAYM= V. Rf7sENKpANZ, and DOROTHY nUALLCY • • !•,a; Ili nm known to be the Prem tent and'Crear. tr CcY'rtfary. resix•rtivrly, of TILE CIiURGI) jjiL7T*Qlik C P I p{ O[' YAI{IPtA, a nonnroiit corporation. +QRS ti . . the ar�r a tie executed the foregoing instrume e, and acknowledged the said instrument to be the agitufif "s•; kc! an decd of said [arparatian, for rite uses and urposes therein mentioned, and on oath stated tlta�r i740 P auihnritnf to exernte the said instrument and that t o seal affixed (if any) is the corporate seal of $4 + x.�••r_ •_ r Witness my hand and official seat hereto afFxed the day an.] ycar''Gest al%9we-,ss,rittcn. . �. f: ry•; .•.. • n..ir._ ... .,. r !.. •c- .......... e.....■ ter -.i a x a z W DCC. a INDEX C' I aa%, a va -- RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Property Account Summary tA 50q1-53-3 Parcel Number181324-43403 1 Property Address 1301 S 7TH AVE, YAKIMA, WA 98902 General Information Effective Date jEntry Date -Time Property Description CAPITOL ADD YAKIMA: LOT 11 BLK 314 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Property Characteristics Use Code 68 Service - Education Unit of Measure Acre(s) Size 10.16 Related Properties No Values Found Parties Role Percent Name Taxpayer 100 YAKIMA SCHOOL DISTRICT #7 Owner I 100 YAKIMA SCHOOL DISTRICT #7 Pra a Values Effective Date jEntry Date -Time IType lRernarks 12/26/2003 12/26/2003 11:27:00 ITaxpayer Changed I Party/Property Relationship by tonib Value Type Tax Year 2011 Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 0 0 0 0 0 Market Total 130,400 131,600 142,400 145,400 133,950 Assessed Value 130,400 131,600 142,400 145,400 133,950 Market Land 34,200 34,400 34,400 34,400 29,250 Market Improvement 96,200 97,200 108,000 111,000 104,700 Current Use Land Current Use Improvement Personal Property New Construction dive Exemptions Government Property 8.00 Events Effective Date jEntry Date -Time IType lRernarks 12/26/2003 12/26/2003 11:27:00 ITaxpayer Changed I Party/Property Relationship by tonib No Charges are currently due. If you believe this is incorrect, please contact our Office at (509) 574-2800. Installments Payable/Paid For Tax Year: 2011 Istribution of Current Taxes Voted' Da^ Non -Voted a INDEX https:flyes.co.yakinia.wa.us/ascend/(hhuvkb25ualnpjvepumv4zi f)/search.aspx Page 2 of 2 District Rate Amountl Amount Amount CITY OF YAKIMA STORMWATER 43.001 0.001 43.00 Receipts Date Receipt No. Amount Applied Amount Due Tendered Change 03/11/2011 00:00:004z 04377 43.00 49,884.891 49,884.89 0.00 03/01/2010 00:00:00 1 2261080 40.00 1 14,387.181 14,387.18 0.00 Developed by Manatron, Inc. @2005-2010 AlleS+Srl 6, 03 Versiak 1.0.44.22106 IRVECEIUe° '14t4 go 7 zwz Cgy of NN N� 01v - JAN' VA PLA JA ISI . 7; .1 POF YAVUM ANNING DIVA 00C. INDEX 05 a� c APR 2 1 V% TRC$ $PACs PROVIDED TOR RLCORDER'$ U$E Filed for Record at'Request of. Name SCHOOL DIST. #7, "Projects" Address 104 N. 4th Ave. City & State Yakima, WA 98902 STATUTORY WARRANTY DEED THE GRANTOR, YAKIMA EVANGELICAL CHURCH OF THE EVANGELICAL CHURCH OF NORTH AMERICA, a Washington nonprofit corporation, for and in consideration of good and valuable consideration, in hand paid, conveys and warrants to YAKIMA SCHOOL DISTRICT NO. 7, the following described real estate, situated in the County of Yakima, State of Washington: Lots 11, 12, 13, 14, 15, and ib, Block 314, Capitol Addition to North Yakima, now Yakima, recorded in Volume "All of Plats, Page 29, records of Yakima County, Washington. SUBJECT TO: 1. Future assessments in City Irrigation District No. 253. 2. Rights reserved in Federal Patents or state deeds,' building or use restrictions general to the area; other than platting and subdivision requirements, utility easements, other easements not inconsistent with Purchaser's intended use; and reserved oil and/or mineral rights. 3. Adjudication of surface water rights~ by any appropriate Federal and/or state proceeding. 4. Covenants, conditions and restrictions contained in Deed executed by the Pacific Northwest Conference (E) of the United Methodist Church, recorded April 10, 1969, under Auditor's File No. 2190120. This deed is given in fulfillment of that certain Real Estate Contract between the parties hereto, dated April 15, 1994, and conditioned for the conveyance of the above-described property, and the covenants of warranty herein contained shall not apply to any title, interest or encumbrance arising by, through or under the purchaser in said Contract, and shall not apply to any -taxes, assessments or other charges levied, assessed or becoming due subsequent to the date of said contract., C0 TY EXCISE TAX DATE W -1- PAID $ -E•' sEcEIVED Y ei i q�pv�ty_Tr�..yr�V41f VOL IL4 SAN 7 Z. Q CITY Of A vA PI- , Cad N w ca z DOCP • INDEX # APR 2 t W This transaction was exempt from Real Estate Sales Tax, as shown by Receipt No. 278047, dated 4-18-94. '-t- Dated tDated this of April, 1995. YAKIMA EVANGELICAL, CHURCH OF THE EVANGELICAL CHURCH OF NORTH AMERICA, A nonprofit Washington Corporation By:t0enn G. Hraft, r ee�.0"ffM.`NBy: L. Step ens Trustee � �° �,'��: aO�Ai? PUBLIC o : Z •rrri STATE of WASHINGTON 141116111% ��``•`• ] ss. County of Yakima ] I certify that I know or have satisfactory evidence that LELAND G, KRAFT and DENNIS L. STEPHENS signed this instrument, each on oath stated that he was authorized to execute the instrument acting as Trustee of the YAKIMA LrIANGSLXCAL CHURCH OF THE EVANGELICAL CHURCH OF NORTH AMERICA, a nonprofit corporation, and acknowledged it to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this .'!5� day of April, 1995. Al NOTARY PUBLIC in and for the State of Washington, residing at Yakima. My appointment expires: `i, cepi r -W `1475.0840 DOC. INDEX ■ N 0 RT M Rt N M V-1 DO r-1 6 z J W V OC a a a x 0 z W CL DOC. a INDEX a # / Property Account Summ Parcel Number 161324-43402 1 Prn General Information Effective Date Property Description CAP] Property Category Land Status Activ Tax Code Area 333 Property Characteristics Use Code Unit of Measure Size Related Properties No values Found Parties Role Percent Name Taxpayer 100 DONALD & DC Owner 100 LEMON REVOC PropeM Values Value Type Taxable Value Regular Market Total Assessed Value Market Land Market Improvement Current Use Land Current Use Improvement Personal Property New Construction ctive Exern tions_ No Exemptions Found Events Effective Date Ent Date -Time Type 07/29/2009 07/29/2009 Taxpayer 10:14:00 Changed 11/23/2004 11/23/2004 1 Value 15:09;00 Modification 06/25/2001 06/27/2001 Owner 16:02:00 Terminated 06/25/2001 06/27/2001 Owner Adde 16:02;00 06/25/2001 06/25/2001 Excise Proce 14:50:00 06/25/2001 06/25/2001 Taxpayer 14:50:00 Changed 06/25/2001 06/25/2001 Excise Proce A agk, i vx Z. (RECEIVED JAN 2 7 2612 CITY OF YAKIMA PLANNING DIV. https://yes.co.yakima.wa.us/ascend/(hbuvkb25uainpjvepumv4zi fl/search.aspx lNUtJC 1/4/2012 Page 2 of 2 rtsc;F`vET) CAY©� Y D VA Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 DOC. INDEX Branch :F2Y,User: 1~002 Comment: Station Id :A4X8 REcFIVE? JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV, WHEN RECORDED RETURN 70 FINNEY, FALK b LAWRENCE-BERREY ATTN: F. JOE FALK P.O. BOX 1586 YAKIMA, WA 98907 QUITCLAIM DEED COUNTY EXCISE TAX DATE j0& -a -jJ I_ PAID $ AEC. NO. 3 ' r, 5J 0 V' BY ` Yakima County 7r is office The Grantors, DQN LEMON and DOLQRES LEMON. us an and wife, for and in consideration of TRANSFER TO REVOCABLE LIVING TRUST, convey and quit claim to NALD L. LEMQN-ancl D QRES J LEMON, as trusteesh Deciar@tion of Rewcable Livin4Trust of o -pfdL�eM4ean.i:! DIflre�JJ dated-June_Z5._2001, the following described real estate, situated In the County of Yakima, State of Washington, together with all after acquired title of the Grantors therein: Lot 10, Block 314, CAPITOL ADDITION TO NORTH YAKIMA, now Yakima, recorded In Volume "A" of Plats, Page 29, records of Yakima County, Washington. Assessor's Parcel No. 18132443402, Levy Code 333 Dat line 2�, 2001 EMS DOLORES LEMON STATE OF WASHINGTON ) SS COUNTY OF YAKIMA ) on this day personally appeared before me DON LEMON and QQLQREs LEMON, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand aryl of this gr4y of June, 2001. ExpIRfis �pcNotary Public in and for the State of V �� �4 a� Washington, residing at Yakima. My appointment expires: 10-01-2001 OCTOG STATE O�' j 1 11 F I I NKRik 3 LAI_gF SE.6 DOC. INDEX 7222122 Page 1 oft 68/25299! 93;93F Yakima Co, 0 YAKiMA,WA Page 1 of 1 Printed on 1/4/2012 3:05:57'PM Document: DED 7222122 Q x 0 z W CL ®OC. a. INDEX d I ur,l, A VA L RFcEavEo VkD -30 � 5�70 JAN Z 7 2012 CITY OF YAKIMA PLANNING DIV. Property Account Summary Parcel Number 181324-43401 1 Property Address 1607 W PINE ST , , WA General information Property Description CAPITOL ADD YAKIMA: LOT 9 SLK 314 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Prol2eM Characteristics Use Code 13 Five -Plus Unit Unit of Measure Acre(s) Size 10.16 Related Properties No Values Found Parties Role Percent Name Taxpayer 100 RICHARD C SMITH Owner 100 RICHARD C ETUX SMITH Property Values Value Type Tax Year Tax Year 2011 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 215,050 215,050 230,150 230,150 230,150 Market Total 215,050 215,050 230,150 230,150 230,150 Assessed Value 215,050 215,050 230,150 230,150 230,150 Market Land 29,750 29,7501 29,750 29,750 29,750 Market Improvement 185,300 185,300 200,400 200,400 200,400 Current Use Land Current Use Improvement Personal Property New Construction [Lkctive Exem tions I.No Exemptions Found Events Effective Date lEntry Date -Time IType Remarks No Events Found No Charges are currently due. If you believe this Is incorrect, please contact our Office at (509) 574-2800. Ins ailrnenj Payabli?/P2id For Tax Year: 12011 6ution of Current Taxes '1F7+*+1'Voted( Non - INDEX https://yes. co.yakima.wa.us/ascend/(hhuvkb25ualnpjvepumv4zif)/search.aspx 1/4/2012 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECEIVED JAN 2 7 2012 CITY JjF PLANNING D VA DOC. INDEX # F-/ https://yes.co.yakima.wa.us/ascend/(hhuvkb25uainpjvepumv4zi fl/search.aspx 1/4/2012 ,BEP o i rs93 COUNTY EXCISE TAX PAID S ciEc.No, WARRANTY FULF,1L•L-M"T DE& I 3 0:: fli'93 6Y r , Yakifnit Camey Tr "ref's Off" Filed for Record at Request of T1 �?r l,, r] ADDRESS J IY 1)t, 2s -Z :5y– CITY f"cI'TY AND STATE- +�„, THF' CRAN'TOR MAXINF. PUTH MI-AIILEY, a widcw, fot And in .nnsiderAlJon of Ten Dollars and o'.ne,r gond And valuahlr <;gnvtd-iAtA on in hand paid, cunveys and warrents to RICHARD C. SM;TH 4n-' PATRICIA A :'MTTH, hnnbanel anti wife', the following deecribeel real eatatA, si•+ire epi u, rh. Cn+uuy of YAkirrA. State_ of Wanhingtnn, 'n•wil,: —4 El - W Lot 9, Block 314, CAPITOL ADDITION TO YAKIMA, recorded in Volume "A" of Plate, page L 29, records of Yakima County, Washington. The Excise Tax was paid May 7, 1975, under tax reciept No, 139101, Thio deed is given in fulfillment of that certain real estate contract between the parties hereto, da tad May 1, 1975, vhen the Seller's were ROSEAT S. MrAULEY (now deceased) and MAxINR RUTH McAUI,SY, husband and wife, and the Purchaser's were RICHARD C. SMITH and PATRICIA A. SMITH, husband and ]tire, and conditioned for the conveyance of the above described property, and the covenants of warranty herein containasd shall not apply to any title, interest or encumbrance arising by, through or under the purchaser in said contract, and shall not apply to any taxes, assessments or other charges levied, assessed or becoming due subsequent to the date of said contract. Dated ,dye 19fl. iT d v ua3f iIndividual) iIndividuali STATE OF WASHINGTON 1 :Aa cotNTY OF YAKIMA I On this day personally ppeareQ bg forpme 1� r I�. i t f' S Lis d� �to me known to hr the individua described in and whet -!xe;•rrred the within and foregoing ittfi,ruinr_nt, t ad ackniw edged that ed thoame a i ti 4ielnss Erne And voluntary Ant and deed, for the us.:x And purooae_s r.hereit, mentioned, :'✓F.N ender my hand And )rriria) seal chiday rf c'T clJrh ]9° Note ry Publ it n and far ha Stat e� a£ Washington, residing at My Comalission Expires '�f��z61a7 F. By tPresidantl Ay (Secretary] s'TATF OF WASHINGTON I ;nA COUNTY OF 1 On this day of 19,,,,,,,, before me, the undersigned, a Notary Publir, in and for the State of WAshington, duly commissioned and sworn, pernonally appeared and to me known t,r., he, the Pres dent and Secretary. rrspe•ct:.ely. of Cho. r,Orporateon that executed the fnregorng instrument-. and arknowledged the paid inatrument• to be the free and voluntary act and deed of said corporation, for the uses And purposes therein mentioned, and on oath stated that authorized to execute the said inatrument and that the seal affixed is the corporate seal of said corporation. • 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 �pn�. 7 2D�2 vK1' �p ANNING p VA DOC. INDEX Q RT N M e-� 00 6 z W V OC a CL a x z W CL DOC. a rage 1 01 RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Property Account Summary Parcel Number 181324-44406 Property Address 604 W PINE ST, YAKIMA, WA 98902 General Information Property Descriptlon CAPITOL ADD & LUND'S ADD YAKIMA: ELKS 295, 296, VAC ALLEYS & VAC ST Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 333 Pro a Characteristics Use Code 74 Recreational Unit of Measure Acre(s) Size 16.22 Related Properties No Values Found Parties Role Percent Name Taxpayer 100 YAKIMA SCHOOL DISTRICT #7 Owner 100 YAKIMA SCHOOL #7 Pro a values Effective Date Entry Date -Time Value Type Tax Year 2011 Tax Year 2010 Tax Year 2009 Tax Year 2008 Tax Year 2007 Taxable Value Regular 0 0 0 0 0 Market Total 1,351,400 1,390,000 1,390,000 1,390,000 1,390,000 Assessed Value 1,351,400 1,390,000 1,390,000 1,390,000 1,390,000 Market Land 1,351,400 1,390,000 1,390,000 1,390,000 1,390,000 Market Improvement 0 0 0 0 0 Current Use Land Current Use Improvement Personal Property New Construction ctive Exemptions Government Property 8.00 Events Effective Date Entry Date -Time Type Remarks 10/12/2006 10/12/2006 09:37:00 The situs address has changed by lacatap 11/04/2004 11/04/2004 10:01:00 Property Characteristic Changed USECD changed from 68 to 74 by jacobt 08/05/2004 08/05/2004 15:16:00 Taxpayer Changed Party/Property Relationship by mahan No Charges are currently due. If you believe this is incorrect, please contact our Office at (509) 574-2800. Instaliments Payable/Paid FFgr Tax Year: 2011 L. . https://yes.co.yakima.wa.us/ascend/(hhuvkb25uainpjvepumv4zi fllsearch.aspx INDEX #-z� 1/4/2012 rage /_ or z 01strmution or Current Taxes District Rate Amount Voted Amount Non -Voted Amount CITY OF YAKIMA STORMWATER Receipt No. 258.00 0.601 258.00 Recei is Date Receipt No. Amount Applied Amount Due Tendered Change 03/11/201100!00:00 2404977 258.00 49,884.89 49,884.89 0.00 03/01/2010 00:00:00 22kI081 240.00 34,088.90 34,088.90 0.00 03/13/2009 00:00:00 2120700 35.00 29,488.17 29,488.17 0.00 Developed by Manatron, Inc. @2005-2010 All rights reserved. Version 1.0.4034.22106 RECEIVED JAN 272012 CITY of YAKIMA PLANNING DIV. DDC, INDEX # -f https://yes.co.yakima.wa.us/ascend/(hhuvkb25ualnpjvepumv4zif)/search.aspx 1/4/2012 RECEIVED IAw 2 7 '(-'C 12 CITY OF YAKIMA PLANNING DIV. 104940. Deed- Filed Ifarnh 6, 1917 at :11 p•Iv�. R610 in Vol• 170 of Deeds, p e • Dated �,'arnh 6, 193.'I.. Cor ; $4800.00. Coffin Bros. , of 1-:arth Yakima, jtrasjlinf;ton, alorporiation orr}anized end existing under the lags of the State of Up-sh.ington, To Directors of S'*hool Dl.atriat Number Seven. of Yakima County, ,tate Oa Washington. 11iret party does hereby g b e end oz unto se.ond panties, their "- iXa suo^.eesora, the following land in Yakima County, State o Washington # to-qit :a. 13100, )number 295 of Lun4ls A.ddition to Hkirtl-t Yaki�nsL, «oriordang to the official p.lat thereof o1,1 file ivitii the Auditor of Yakima Cou.~aty. Covenants: 4earrant end Defewi. In. Witness -4h-ereof, the said first Party has caused its r�orporate nmme t;zorft secal to be hereura-to oubsorlbad and affixei alio thmse presents to, be exenuted by its offi e3ers theraunuo duly authorized. 2 Wi t. Coffin Bos. (,corp Ger-1) By Arthur 'g. C0ffj.n, Its prer>-&dent. Attest: C. Jj. Van tr.biarg, 3-te Seiretery. 4011. in YCW j4F rrih 6, 1917 by .Art)'Ur W. Coffin zo.,)d C. H. Van A-mburge Pr,et3:ident and Secretary reGpe..1-tiVC 1j. of above Morioaation, oc,j. (^orp w3k) before B. Fe Bjva.rs, N, p, in and for the `tate of Vr'as3 ington, residing at Vorth Ye.]:JT)a,a in. mriid County. Sti��l. �:o�. ex. Feb. `l, 1921 • DOC. INDEX # / YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER G Public Notices R �1�.1e�� ia4+,�q. E'3 !'}r La*,�u,fi� -.vY ��t�v.,�"a-��;����'�1"� �M'ff���'� i�"de ".a'`��^�h'�$�7��•kd Yc Determination of Application Completeness � �'nih��.. �% y� 02/22/2012 G-1 G-2 Notice of Decision for Transportation Concurrency Review 03/02/2012 G-3 Land Use Action Installation Certificate 03/02/2012 G-4 Agenda Statement: Set Date for Hearing Examiner Public 03/06/2012 Hearin (Resolution No. R-2012-36 G-5 Notice of Application, Environmental Review, Petition, and 03/07/2012 Public Hearing G -5a: Postcard Notice G -5b: Press Release and Legal Notice G -5c: Parties and Agencies Notified G -5d: Affidavit of Mailing G-6 Affidavit of Posting of Resolution 03/20/2012 G-7 Mitigated Determination of Non -Significance (MDNS) 03/30/2012 G -7a: Parties and Agencies Notified G -7b: Affidavit of Mailing G-8 Affidavit of Posting for Public Right -of -Way Vacations — 04/13/2012 Notice of Petition and Hearin G-9 Hearing Examiner Packet Distribution List 04/19/2012 G-10 Hearing Examiner Agenda & Sign -In Sheet 04/26/2012 G-11 Affidavit of Mailing: Parties Notified of Continued Hearing 05/03/2012 G-12 Hearing Examiner Agenda and Sign -In Sheet of Continued 05/09/2012 Hearin G-13 Notice of Hearing Examiner's Recommendation & Decision 05/29/2012 (See DOC INDEX#AA-1 for HE Recommendation) G -13a: Certified Mail to Parties of Record G -13b: Parties and Agencies Notified G -13c: Affidavit of Mailing G-14 Letter of Transmittal to City Clerk: City Council Hearing 06/19/2012 (Mailing Labels, Vicinity Map, Site Plan, Legal Notice E-mail) G-15 Agenda Statement: Set Date of City Council Open Record 06/19/2012 Public Hearin G-16 Notice of City Council Open Record Public Hearing 06/22/2012 1 1 Ll 1 J I7 1 OFFICE OF THE CITY CLERK 129 North Second Street Yakima, Washington 98901-2613 Phone (509) 576-6652 • Fax (509) 576-6614 YAKIMA CITY COUNCIL NOTICE OF PUBLIC HEARING Petition of Street and Alley Vacations Located Near Davis High School Campus NOTICE IS HEREBY GIVEN that the Yakima City Council will conduct an open record public hearing to consider the Hearing Examiner's recommendation for three partial street and alley vacations located near the Davis High School, requested by the Yakima School District. They include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between the alley east of South 8th Avenue and the alley west of South 6th Avenue, and (3) a portion of the alley located between South 6`h and 7th Avenues. Said public hearing will be held Tuesday, July 17, 2012 at 7:00 p.m. in the Council Chambers at City Hall located at 129 North 2nd Street, Yakima Washington. For additional information, please contact Christine Wilson, Assistant Planner, 576-6736, or e-mail to cwilson(@_ci.yakima.wa.us. Any citizen wishing to comment on this issue is welcome to attend the public hearing 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 ccouncila-ci.yakima.wa.us. Include in the e-mail subject line, "YSD Davis'High School vacation." Please also include your name and mailing address. Dated this 20th day of June, 2012. Mailed June 22, 2012 Sonya Claar Tee City Clerk C° Yakima INDEX tfftd ,00. BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of: June 19, 2012 ITEM TITLE: Set date of July 17, 2012 for an open record public hearing on three partial street vacations near Davis High School submitted by the Yakima School District. SUBMITTED BY: Joan Davenport, Acting Director of Community and Economic Development (509) 576-6417 CONTACT PERSONITELEPHONE: Christine Wilson, Assistant Planner (509) 576-6736 SUMMARY EXPLANATION: The Hearing Examiner has rendered his recommendation on three petitions submitted by the Yakima School District for three partial street and alley vacations near the Davis High School campus which include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between the alley east of South 8th Avenue and the alley west of South 6th Avenue, and (3) a portion of the alley located between South 6th and 7th Avenues. You are being asked to set the date for an open record public hearing before the City Council on July 17, 2012. Resolution Ordinance Other (specify) Contract: Mail to: Contract Term: Amount: Expiration Date: Insurance Required? No Funding Phone: Source: APPROVED FOR City Manager SUBMITTAL:' STAFF RECOMMENDATION: Set July 17, 2012 as the date for an open record public hearing by the City Council on RWV#002-12. BOARD/COMMISSION RECOMMENDATION: The Hearing Examiner has recommended approval of the three petitions for partial street vacations. ATTACHMENTS: Click to download No Attachments Available DOC. INDEX F C1 F1 0 L 1 n 1 L 1 ' CITY OF YAKIMA, PLANNING DIVISION LETTER OF TRANSMITTAL I, Rosalinda Ibarra, as an employee of the City of Yakima, Planning Division, have transmitted to: Sonya Claar-Tee, Yakima City Clerk, by hand delivery, the Q following documents: e I 1. Mailing labels for YAKIMA SCHOOL DISTRICT - DAVIS HIGH SCHOOL (RWV#002-12, VAR#002-12, CL3#002-12, SEPA#005-12, ADJ#003-12); including all labels for adjoining property owners of subject property, agencies and parties of record. U 2. One vicinity map and site plan. 3. I have also transmitted to Sonya Claar-Tee, Yakima City Clerk, by e- mail, a Legal Notice which was published for the Hearing Examiner's Public Hearing. This will supply information to be included in the City Clerk's legal notice of the City Council Public Hearing. Signed this 19th day of June, 2012. ^h / n a A n Rosali1nda Ibarra Planning Technician Received By: r Date: I� tar3L44t4vc ARMSTRONG RENTALS LLC L6iz5z44Z4/3 ARMSTRONG RENT C 18132443468 BETHLEHEM LUTHERAN CHURCH 81 KODA DR 81 KODA D 801 TIETON DR SELAH, WA 989429624 SEL 989429624 YAKIMA, WA 989023531 18132443467 18132443466 18132443496 BETHLEHEM LUTHERA CH BETHLEHEM LUT CHURCH BETHLEHEM LUTH HURCH 801 TIETON DR 801 TIETON 801 YAKIMA, W 023531 YAKI A 989023531 �WA ,23531 Mai 18132443458 18132441504 18132444455 BRENDALE FA OLDING TR S BRYON ELLINGSON FAMILY LTD PNTR CENTRAL WA COMP MENTAL HLTH 732 SU VIEW AVE # 651 6626 TACOMA MALL BLV PO BOX 959 YAW A A, WA 98902 TACOMA, WA 98409 YAKIMA, WA 98907 18132443432 18132441529 �£v?: � f .�' �v ic. as<b•2nd P' 7P^' .1. K,:am-rt � 5g RM #�"�18132443402 s COMMUNITY OF CHRIST 707 W SPRUCE ST DJK P PROPERTIES PO BOX 2382 ,� xLEMONs�.RE000.mABLE�LIVJINGTRUSTt�� YAKIMA, WA 98902 YAKIMA, WA 989072382 ' '� YAKdMA';rWA 98902x3,736` A 18132442427 MAID 0 CLOVER CORPORATION 18132442502 NEXT STEP HOUSING 18132443431 REORGANIZED CHRIST LDS 207 S 6TH AVE 124 CRESTMONT DR 707 W ST YAKIMA, WA 989023436 OAKLAND, CA 94619 YAKIMA, WA 98902 18132443481 18132443469 18132442496 RKP INVESTMENTS LLC UNITY CHURCH OF THE VLY VALLEY DAIRY FARMS INC 1611 KAYS RD 401 S 8TH AVE PO BOX 1149 WAPATO, WA 98951 YAKIMA, WA 98902 ROY, WA 98580 18132442450 18132442449 18132442416 VALLEY D ARMS INC POB 49 VALLEY DAIRY FA C PO BOX 1 VFW 379 118 S STH AVE ROY, WA 98580 ROY, VvA 98580 YAKIMA, WA 989023434 18132442418 18132441522 18132443457 VFW 379 WASHINGTON PROPERTIES LLC WILSON REAL ESTATE LLC 118 S 5T YAKIM , WA 989023434 412 E PARKCENTER BLVD # 300 BOISE, ID 83706 1104 E MEAD AVE UNION GAP, WA 98903 18132442426 41hM'' yer'''i."�r`A�{{ 'w •c-f. ''fi§: .;•• &-�, "-. innr ?' i£:..- meq :.},.:.ati.i3yi"._,"t .�-f, ,5.11 . Fa�i`�}+Yisir .i 18132444432' W 18132444422 YAKIMA CITC%Cfirs 129 N 2N ST4}r arv°ick r � �T','0- -KIMA YAKIMA CITY & CO CRED UN YAKIMA, WA 989012613 4 ;12301�F'ultvale PO BOX 2922 �, ��� YAKIMA WA 98907 �•=�YAKIN`IAVVA�98901.26'143��`�''€�� lL�:du�::'-u^Edi'-;•�:ait-n".4'3.'::i'.�r_S}iYFrf'rt:i��tF- uy.�,Y_�";"r.'•',, zYbi `�.sR' 18132442493 C/O PROPERTY VALUATION SERV 18132442494 C/O PROPERTY VA N SERV 18132442445 YAKIMA NATIONAL BANK FINANCIAL YAKIMA HMA INC YAKIMA H SERVICE' 601 W WALNUT 14400 METCALF AVE 14400 M CALF AVE OVERLAND PARK, KS 66223 OVERLAND PARK, KS 66223 c YAKIMA, WA 98902 18132442500 18132444406 'TDEx �(—'IAK 18132442483 YAKIMA NATI ANK FINANCIAL SERVICES YAKIMA 7 601 W NUT 1WOf H AVE 4 N 4TH AVE YAKIMA, WA 98902 YAKIMA, WA 989022636 YAKIMA. WA 989072636 18p3L4434'VV KIMA SCHO 12515L4�i•i4�U YAKIMA SCHO 18132443407 YAKIMA SCHOOL 4N4 104N4T 104N4TH YAg2 , WA 989022636 YAKIIW<A 989022636 YA A 989022636 /0 (�Tc+ } .tty i'f'l,'Ig`� [ 4�f"� <�v 13244252 Scotty z."t � ., r, : --9ry •' sr° � � d < "` = KIMA�SCHOOL #7� ��; N 4THAVE� t�" AKIMAAWIi 36-; 7 ,... Ri�'s: aa:e5s*�m3n;t'isir..w!.sx4'aw.r.sr.^m4:�.-ss. st"»S�`!�.SE �fi.', 18132443443 YAKIMA SCIST #7 104 N 4 E YAK , WA 98902 18132443444 YAKIMA Se IST #7 104N4 E YAKI WA 98902 1132443404 18132442420 18132442419 YAKIMA SCHOOL RICT # 7 YAKIMA SCHO ISTRICT #7 YAKIMA SCH DISTRICT #7 4N4TH 104N4T 104N VE K A 98902 YAKI , WA 98902 YA A, WA 98902 13132442481 18132442482 18132443429 AKIMA SC DISTRICT #7 YAKIMA SCHOO STRICT #7 YAKIMA SC ISTRICT #7 104 AVE 104 N 4TH 104 N VE KIMA, WA 98902 YAKIMA, A 98902 YA A, WA 98902 2443405 M OL DISTRICT #7 LK 18132443403 YAKIMA SCHOO ICT #7 18132443442 YAKIMA SCHOOL RIC NO 7 4TH AVE 104 N 104 N�4THYAKIMA, WA 98902 YAKIMA, WA 98902 Y02 18132444424 KIMA VALLEY CREDIT UNION 18132444429 YAKIMA VALLEY C NION 18132444449 YAKIMA V EDIT UNION BOX 2922 PO BOX;2 PO 22 YAKIMA, WA 989072922 YAKIM , WA 989072922 KIMA, WA 989072922 132444428 18132442475 18132441510 YAKIMA VALLEY CafWT UNION A STEPHEN & CAROLTR YOUNG ABRAHAM & CECILIA BRAMBILA tBOX 292201"-7771 S NACHES RD 8908 MARGARET CT l�, A 989072922 NACHES, WA 98937 YAKIMA, WA 98908 132444461 18132443450 18132443475 MEE RUIZ ALFREDO MARTINEZ AMANDA LEMON 5 S 6TH AVE 307 S 8TH AVE PO BOX 541 KIMA, WA 98902 YAKIMA, WA 98902 YAKIMA, WA 989070541 132443461 18132443479 18132443448 DREA V CANTU BETTY J SCHROEDER BRIAN A HAMMONS 414 S 7TH AVE 306 S 8TH AVE 5000 CALIFORNIA AVE SW UNIT 402 KIMA, WA 98902 YAKIMA, WA 98902 SEATTLE, WA 98136 18132443447 A HC 18132443460 CAROL L HANFORD 18132443547 CAROL N KAUTZMAN ON 00 CAL IA AVE SW UNIT 402 412 N 7TH AVE 207 S 8TH AVE SEA WA 98136 YAKIMA, WA 98902 YAKIMA, WA 989023358 18132443531 RROL B LANG 0 18132444418 INDEX CORP # 605 BIMART 18132441513 CRAIG & MARILEE EERKES 4 S 8TH AVE PO BOX 2310 19.a- PO BOX 6980 KIMA, WA 989023312 EUGENE, OR 97402 KFNNFwirK Urn g4:t:lrnanQ 1 V L J L'4'1 Y:7 Y'4 I CRAIG & MARILE S 1613 L4464 Z 8 DANIEL RICHARDS 1813 2443472 DAVID LITTLE PO BOX 6 501 S 7TH AVE 810 NE COUCH ST #104 KEN K, WA 993360409 YAKIMA, WA 98902 PORTLAND, OR 97232 18132444427 18132444440 18132444434 DAVID C & JANNIE CONNELL DEBRAH DAUGHS DONALD G & KATHRYN MOEN 810 MESA VISTA PL PO BOX 10906 901 S 20TH AVE YAKIMA, WA 98901 YAKIMA, WA 98909 YAKIMA, WA 989024228 18132444435 18132443549 18132443480 DONALD G & KAT OEN ELISEO & SOILA MACIEL ELIZABETH OWENS 901 S 20TH 207 S 8TH AVE # 3 320 N 27TH AVE YAKIM A 989024228 YAKIMA, WA 98902 YAKIMA, WA 98902 1 18132442422 18132443449 18132443470 ELSINE STENBERG FRED G & SHARON M SCHULER GEORGE E COSON III PO BOX 3180 1915 DEL MORO ST 502 SOUTH 7TH AVE APT C YAKIMA, WA 989030180 KLAMATH FALLS, OR 976011804 YAKIMA, WA 98902 18132443446 18132443535 18132443462 ISAAC A & LEAH M JOHNSON JACK SCOTT JAMES E & MADELYN M WELLS 315 S 8TH AVE 212 S 8TH AVE 416 S 7TH AVE YAKIMA, WA 989023512 YAKIMA, WA 98902 YAKIMA, WA 98902 18132443455 18132443464 18132443454 JAMES G & BRENDA F PATTEN JAMES R MAHER JAMES W & CONNIE STONE 116 S 11TH AVE 4820 AVALANCHE AVE 750 STARVIEW RD YAKIMA, WA 989023204 YAKIMA, WA 98908 YAKIMA, WA 989039063 18132442484 18132443453 18132443484 JASON T & H ALVORD JEFFERY D & MELISSA M GRAY JEREMY E & SHERNELL L WILKENS S AVE 301 S 8TH AVE 316 S 8TH AVE �205 , WA 98902 YAKIMA, WA 98902 YAKIMA, WA 98902 18132444448 18132443530 18132443425 JEROLD L & LUELLA WALKER JOHN H & SHERI K SCHUBERT JOSE BAHENA ✓ 1511 VALLEYWEST AVE 2017 S 52ND AVE 505 S 7TH AVE YAKIMA, WA 98908 YAKIMA, WA 989031015 YAKIMA, WA 98902 18132443451 18132443495 18132443546 JOSE JUAN & ARACELI TORRES JOSEPH & CHARLOTTE THORPE JOSEPH L ROBEL 305 S 8TH AVE 404 S 8TH AVE 670 HOFFMAN RD YAKIMA, WA 98902 YAKIMA, WA 98902 SELAH, WA 98942 18132443459 18132443494 18132443463 JOSEPH P & JOAN M DUFAULT JOSEPH SR & CHARLOTTE THORPE JOSH & RYAN BACCHUS PO BOX 8085 404 S 8TH AVE 2808 REMINGTON DR YAKIMA, WA 989088085 YAKIMA, WA 98902 ELLENSBURG, WA 98926 18132443553 18132443445 D000 18132443548 INDEX JUDAH B & ALYSSA SALI KARI FROEHLICH LORRAINE J EDWARDS 112 FULLER ST 1005 N 15TH ST 207 S 8TH AVE # 7 WENATCHEE, WA 98801 YAKIMA, WA 98901 YAKIMA WA 9R9n, 104-344•+D-+u0 161JZ443SSZ 18132444460 AGDALENO & GLORIA Y AYALA CARTEGENA MARILYN A HENRY MARIO SALDIVAR 07 TIETON DR 207 S 8TH AVE APT 6 2207 GRANT RD YAKIMA, WA 98902 YAKIMA, WA 989023358 E WENATCHEE, WA 988025131 132443474 18132444446 18132443426 ARIO & SENOBIA MAYORGA MARK L & RHONDA L LORANZ MARK P & VICTORIA H TRANER 10 TIETON DR 506 S 6TH AVE 503 S 7TH AVE KIMA, WA 989023530 YAKIMA, WA 989023505 YAKIMA, WA 98902 t132442421 18132443477 18132441503 MARK R LAUGHLIN MERLE & LINDA WARNSTADT MICHAEL G HOFF NE DAVIS CT 3351 AHTANUM S FRK 1201 BROWNE AVE 1115 RTLAND, OR 972303364 YAKIMA, WA 989039017 YAKIMA, WA 98902 132442476 18132443471 18132443554 YRTA J GARRISON NELSON Nqffll5NNORMA L ZELAYA 324 GALLOWAY ST 504 S AVEfJ14 207 S 8TH AVE #8 1EILACOOM, WA 983882702 IMA, WA 989023511 YAKIMA, WA 98902 132442474 18132443551 18132443550 RMAN C ESLINGER PATRICIA ORONA PATRICIA L CASWELL 81 E SELAH RD 207 S 8TH AVE #5 207 S 8TH AVE #4 YAKIMA, WA 98901 YAKIMA, WA 98902 YAKIMA, WA 98902 18132443534 18132443433 18132443536 ULJ,& BARBARA. HARRIS RAFAEL & ANA B DIAZ REBECCA J & PAUL M JR HOFFMAN BOX 812 211 S 8TH AVE 214 S 8TH AVE YAKIMA, WA 989070812 YAKIMA, WA 98902 YAKIMA, WA 989023312 5*, l° -"t i'iti "k'any'kx�,!'t..;.rf.=Frt�!,y"f$"b aM 132443401��',' ��. �F'r�.-�' 18132441521 �6"eA q� r.0 E'RI 'HARD TUX SMITH' " � wlr}`itidck S RICHARD J & CHUCK BAUMGARDER 18132444444 ROBERT CLARENCE HAAK �10 V1lLLINC4NAVE#29;R iKl°MA WA 98908'a t' r�E sj 308 PAULSON PL PO BOX 403 .SLi"x�}..v�`�r�r},�F,k�i�t �Y7•°` ?�'.,4`�a � r7"' �,k�i �t� •14TP•:.-'u4is?brk.'xd4d^^`-1'b'`'H YAKIMA, WA 98908 YAKIMA, WA 989070403 132444445 18132442423 18132443456 BERT CLARE HAAK ROGER LANE ROGER & SALLY PRYOR PO BOX 4 710 W WALNUT ST 404 S 7TH AVE KIM A 989070403 YAKIMA, WA 98902 YAKIMA, WA 98902 I132443452 18132443424 18132443478 AN LOW RYAN S CARLSON SAM SALAZAR 308 S 8TH AVE 3503 COMMONWEALTH RD 304 S 8TH AVE KIMA, WA 98902 YAKIMA, WA 989011238 YAKIMA, WA 98902 18132444447 18132442485 18132444439 OTT R & SHELLY D BROWN SEAN & RACHEL DORN SUSAN P ERICKSON 8 S 6TH AVE 203 S 8TH AVE PO BOX 1122 YAKIMA, WA 98902 YAKIMA, WA 989023311 YAKIMA, WA 989071122 I 18132443537 18132443532 18132442501 RESITA R STREW TERRA GRA ASON TERRY D & ARLYS B GODDARD 08 BELL AVE 206 S AVE 312 N MIZE RD KIMA, WA 989083311 YAC MA, WA 989023312 YAKIMA WA QQQnA 16132443427 THOMAS R & SHIRLEY JOLLY 413 S 34TH AVE YAKIMA, WA 98902 Paul D. Edmondson Yakima Valley Trolleys PO Box 384 Yakima, WA 98907 18132442424 134 VALERIE MEANS Total Parcels - YSD Davis High School - 710 W WALNUT # 4 CL3#002-12, RWV#002-12, VAR#002-12, YAKIMA, WA 98902 SEPA#005-12, ADJ#003-12 Ed E. Neel Yakima Valley Trolleys 5108 Lyons Loop Yakima, WA 98903 Ken Johnson Phil Hoge Yakima Valley Trolleys Yakima County Planning PO Box 161 philhoge@aol.com Renton, WA 98057-0161 Yakima valley Trolleys Assn. 313 North 3rd Street Ya);ima, WA 98901 ')/o//0- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Parties of Record - Y41) T)avi c NO, - C.T.1 R UVV v A R cFp o AM T F.,,-,,, T ; c+ Yakima Public Schools Loofburrow, Wetch Architects P.S. City of Yakima Parks and Recreation c/o Scott Izutsu c/o David Peterson c/o Ken Wilkinson 104 North 4`h Avenue 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Yakima, WA 98902 Yakima, WA 98902 Richard and Patricia Smith Doug Lemon Yakima Valley Trolleys 5910 West Lincoln Avenue #29 PO Box 541 c/o Ed Neel Yakima, WA 98908 Yakima, WA 98907 5108 Lyons Loop Brandon Dorenbush Fire Dept Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. c/o Paul Edmondson c/o Ken Johnson 313 North 3`d Street PO Box 384 PO Box 161 Yakima, WA 98901 Yakima, WA 98901 Renton, WA 98057 rschneid Phil Hoge Barbara Harris Water/Irrigation philhoge@aol.com PO Box 812 Nathan Thompson Code Administration Yakima, WA 98907 Type of Notice: � '' ® Ny (,a'l pal_2�(2 File Number: yeb -d .1 a - Date ofealiV' �� -7 / a -- In -Mouse Distribution E-mail List Name Division E-mail Address Dan Ford Engineering dfbrd@ci.yakima.wa.us Sandy Cox Code Administration scox ci. Yakima.wa.us Jeff Cutter Legal Dept 'jcutter@ci.yakima.wa.us Archie Matthews ONDS amatthew&i.yakima.wa.us Brandon Dorenbush Fire Dept bdorenbu ci. Yakima.wa.us Michael Morales CED Dept mmorales ci. akima.wa.us Jerry Robertson Code Administration jKjjberts@ci.yakirna.wa.us Royale Schneider Code Administration rschneid ci. akima.wa.us Mike Shane Water/Irrigation mshane ci. akima.wa.us Nathan Thompson Code Administration nthornl)so@ci.yakirna.wa.us Kevin Futrell Transit Division kfqtre11@ci.vakima.wq.us Dave Brown Water Division dbrown@ci.yakima.wa.us Carolyn Belles Wastewater Division cbelles@ci.yakima.wa.us For the Record/File Binder Copy Type of Notice: � '' ® Ny (,a'l pal_2�(2 File Number: yeb -d .1 a - Date ofealiV' �� -7 / a -- SEPA REVIEWING AGENCIES _updated 03.06.12 - Form List 1 Page 1 of 2 M Ahtanum Irrigation District Cascade Natural Gas Department of Commerce Executive Assistant, Beth Aim Brulotte Field Facilitator, Jim Robinson Growth Management Services bethb@ahtanum.net Jim. robinson(a)cni!c.com reviewteam(&,commerce.wa.gov Department of Ecology Department of Natural Resources Department of Social & Health Services SEPA Policy Lead, Annie Szvetecz Assistant Land Manager, Linda Hazlett Andrew Jenkins sepaunit@ecYwa.gov Linda. liazlettgdm.wa.gov andrew.ienkins( dshs.wa. gov Jeanne Rodriguez Jeanne.rodrnguez(a-),, dshs.wa.gov Dept of Archaeology & Historic Preservation Dept of Archaeology & Historic Preservation Engineering Division Local Government Archaeologist, Deputy State Historic Preservation Officer, City Engineer, Doug Mayo Gretchen Kaehler Greg Griffith dmayo(a]ci.yakima.wa.us Gretchen.Kaehler(i),dahp.wa.gov Greg.griffith(a dahp.wa.gov Nob Hill Water Association Office of Rural and Fann Worker U.S. Army Corps of Engineers Engineering Technician, Jenna Leaverton Housing Regulatory Branch Project Manager,' 1enna(c'�i,nobhrl]water.org - Marty Miller Karen Urelius Martym2(u)orfli.org Karen.M.Urelius(a),usace.army.mil Wastewater Division West Valley School District WSDOT Planning Engineer, Wastewater Manager, Scott Schafer Asst. Supt. Of Business & Operations, Paul Gonseth sschafer(Li),ci.yakirna.wa.us Angela Wattsog nsetp a wsdot.gou wattsa(a,wvsd208.org WSDOT Development Services, Yakama Bureau of Indian Affairs Yakama Bureau of Indian Affairs Rick Holmstrom Superintendent, Bud Robbins Deputy Superintendent for Trust Service holinstr(a-)wsdot.wa.gov Bud.robbinsgbia.gov Steve Wangemarm Steve. wan gemarin bia.gov Yakama Bureau of Indian Affairs Yakama Nation Environmental Management Yakama-Klickitat Fisheries Project' Environmental Coordinator, Rocco Clark Program Environmental Review Coordinator, John Marvin Rocco. clarkAbia.gov Kristina Proszek jmarvin@yakama.co in envn•oreview(a)yakama.com ' Yakima Air Tennmal Yakima County Commissioners Yakima County Public Services Airport Asst Manager, Carl Remmel Commissioners.web(a,co.yakima.wa.us Planning Director, Steven Erickson Carl.rermnelnyakinnaairtemninal.com Steven. EncksonL&co.yakima.wa.us Yakima County Public Services Yakima Greenway Foundation Yakima Health District Public Services Director, Vern Redder Executive Director, Al Brown Director of Environmental Health, Vem.redifer@co.yakima.wa.us aha) akima reenway.org 0® Gordon Kelly 0 INDEX gordon.kellygco.yakima.wa.us Yakima Regional Clean Air Agency Engineering & Planning Supervisor, Yakima Valley Conferenc —Yakima Valley Museum Hasan Tahat Governments, Planner Shawn Conrad Director, John A. Baule hasan@yrcaa.org conrads a vcog.org ' joluigyakimavalleymuseum.org ,�-namoer or �,ommerce arty or union liap Department of Agriculture '10 North 9th Street P.O. Box 3008 Kelly McLain Yakima, WA 98901 Union Gap, WA 98903 P.O. Box 42560 Olympia, WA 98504 Department of Ecology Department of Fish & Wildlife Department of Fisheries Clear Mark Teske Eric Bartrand 'Gwen 15 West Yakima Ave, Ste# 200 201 North Pearl 1701 South 24th Ave Yakima, WA 98902 Ellensburg, WA 98926 Yakima, WA 98902 Environmental Protection Agency Federal Aviation Administration Federal Aviation Administration, Seattle 1200 6th Ave. MS 623 2200 W. Washington Ave Airports District Office Airport Planner Seattle, WA 98101 Yakima, WA 98903 Cayla Morgan ' 1601 Lind Ave SW Renton, WA 98055-4056 ' Pacific Power Q -West Soil Conservation District Mike Paulson Tom McAvoy Ray Wondercheck 500 North Keys Rd 8 South 2nd Ave, Rm#304 1606 Perry Street, Ste. F YakimaI WA 98901 Yakima, WA 98902 Yakima, WA 98902 State Attorney General's Office WA State Dept of Health, Office of WA State Emergency Mgmt Division 'WA 1433 Lakeside Court, Ste# 102 Drinking Water Mitigation, Analysis, & Planning Manager Yakima, WA 98902 Christine Collins Chuck Hagerhjelm 16201 E Indiana Ave, Ste# 1500 Building 20 Spokane Valley, WA 99216 Camp Murray, WA 98430-5122 WSDOT, Aviation Division Yakama Indian Nation Cultural Resources Yakama Indian Nation Yakima Tribal John Shambaugh Program Council 18204 59th Drive NE, Ste. B Johnson Menrmck Ruth Jim Arlington, WA 98223 P O. Box 151 P O Box 151 Toppemsh, WA 98948 Toppenish, WA 98948 Yakima School District Superintendent Page Z of 2 Elaine Beraza '104 North 4th Ave Vakima WA QRQO? Type of Notice:% C'2 Q t, hb-'C J File Number: A- iti V #0 Q a- Date of Mailing: 0-7/ )1'7 // a' ' ®®Ce ON®EX W. SPRUCE ST. —X .. I '�� - ]L=J��- JI�L - J Li UL. �ZETU 71 WW F-7 IT to Z ICZ, a- I WWI I I I I Z" L BuIldina "E" vow L Peg ;v ----------- �13 ru Flu Building "C" Una! if In -1 117"" LEI= 17 011 IVI- IM . M -IFI; I Building "A" 7i.m Ss rw, 14if Billildina iGM FARKM 3—D".FM =Ti Cdrnrnons Imo 0—_tial wAr--- --- ------ ----------- 0"' �S.STH AVE.- ---------- � S. 70 Avenue That portion 017' Avenue, formerly Tacoma Avenue, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, Lions Pool a recorded In volume "A' of Plats, page 29, records of Yakl ma County, Washington, lying northerly of the northerly right of way line of West Pine Street and southerly of the so uthedV right of way 11 ne of West Walnut Street. Alley Way, Block 314 That portion ofthe alley way lying within Block 314, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded In Volume'A* of Plats, page 29, records of Yakima County, Washington, lying northerly of the northerly right of way line of West Pine Street and southerly of the southerly right of way line of West Spruce Street. W. Spruce Street That portion of Spruce Street, as shown on the Plat of Capitol Addition to North Yakima, now Yakima, recorded in Volume W of Plats, page 29, records of Yakima County, Washington, lying easterly of the easterly right of way line of the alley way within Blocks 331 and 333 of said Plat and lying westerly of the easterly right of way line of the alley way within Blacks 313 and 314 of said Plat. - j &C. Davis High School Moderrizations and Addidons, She Plan - Street vacallom T3.21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1of I ::. f✓ � � � �� � :k'' it �'' x.'y:. t ' •y �f� '! ��� � �:} f � its ,i jScafe 1:40do - City of Yakima, Washington File C1.3#002-12, R'"1%1#002-12, VAR#002-12, SEPA#005-12, ADJ#003-12 Number Applicant: Loolburrow Wetch Architects Owner: Yakima Public School, Doug Lemon, Richard & Patricia Smith, City of Yakima Request: A.C. Davis Nigh School Modernization and Additions Location: 212 South 6th Avenue Parcel 18132442452,18132443400,18132443401,18132443402,18132443405,18132443404,18132443403,18132444406,18132442481,18132442482,18132442483,1813244 Nurnber(s): '�. Contact City of Yakima Planning Division at 509-575-6183 City of Yakima Geographic Information Services Tuesday, February 14, 2012 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 action taken, or action not taken by the user in reliance upon any maps or information provided herein. 00C. yv 95" r 2/14/2012 4 05 F Ibarra, Rosalinda From: Ibarra, Rosalinda Sent: Tuesday, June 19, 2012 3.39 PM To: Claar Tee, Sonya Cc: Stephens, Jodi Subject: Example Notice - YVCC (RWV#001-12) andV1%V#Q YS:Davis HS:(R024'-,i ) Attachments: Ntc App, SEPA, Petition, Hearing - YVCC,- CL" RWV„VAR SEPA _press release.doc, Ntc App ° SEPAand Hearing.; YSD_ DaVis 'CL 3 RWV ,VAR AQJ. SEPA '” legal:docx Sonya/Jodi: Attached are the legal notices which were published for the Hearing Examiner Public Hearings on the: - YVCC Palmer Martin Hall Replacement - RWV#001-12, VAR#001-12, CL3#001-12, SEPA#004-12 - YSD - Davis High School - RVV#002-12, VAR#002-12, CL3#002-12, SEPA#005-12, ADJ#003-12 This is an example for you to use for publishing the City Council open record public hearing which was set on June 19, 2012 for public hearings on July 17, 2012. The mailing labels will be delivered to you shortly. Thanks! W9saCnda 16arra Planning Technician ribana@ci.yaknmama.us City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f. (509) 575-6105 1 1 i 1 1 0 1 i I AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA 1 RE: CL3#002-12. RWV#002-12, VAR#002-12, SEPA#005-12, ADJ#003-12 Yakima School District - Davis High School 212 South 6th Avenue I, Rosalinda Ibarra, as an employee of the City of Yakima Planning Division, have dispatched through the United States Mails, a Notice of Hearing Examiner's Recommendation and Decision. A true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant, and parties of record, 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 291h day of Mav, 2012. LI That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. Rosalinda Ibarra Planning Technician 1 1 Parties of Record - YSD Davie NR - CTI Rvvv v A R cFn e An T U ,..,, r . + r CERTIFIED MAIL: CERTIFIED MAIL: Yakima Public Schools Loofburrow, Wetch Architects P.S. City of Yakima Parks and Recreation c/o Scott Izutsu c/o David Peterson c/o Ken Wilkinson 104 North 4"' Avenue 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Yakima, WA 98902 Yakima, WA 98902 Richard and Patricia Smith Doug Lemon Yakima Valley Trolleys 5910 West Lincoln Avenue #29 PO Box 541 c/o Ed Neel Yakima, WA 98908 Yakima, WA 98907 5108 Lyons Loop Michael Morales CED Dept Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. c/o Paul Edmondson c/o Ken Johnson 313 North 3rd Street PO Box 384 PO Box 161 Yakima, WA 98901 Yakima, WA 98901 Renton, WA 98057 rnshqne@ci.yakirna.wa.us Phil Hoge Barbara Harris Code Administration philhoce@aol.com PO Box 812 Kevin Futrell Transit Division Yakima, WA 98907 Type of Notice: I /i File Number: (`C = t� �_� . �I 1i ��y�� d��-lay 5Er-A#0& A -0i 0� I r Date of Mailing: / DOC. r INDEX In -House Distribution E-mail List Name Division E-mail Address Dan Ford Engineering df6rd@ci.yakima.wa.us Sandy Cox Code Administration scox@ci.yakima.wa.us Jeff Cutter Legal Dept 'cutter ci. Yakima.wa.us Archie Matthews ONDS amatthew ,ci.yakima.wa.us Brandon Dorenbush Fire Dept bdorenbu@ci.yakima.wa.us Michael Morales CED Dept mmorales ci. akima.wa.us Jerry Robertson Code Administration jroberts@ci.yakima.wa.us Royale Schneider Code Administration rschneid ci. Yakima.wa.us Mike Shane Water/Irrigation rnshqne@ci.yakirna.wa.us Nathan Thompson Code Administration nthom so ci. akima.wa.us Kevin Futrell Transit Division kfqtre11@ci.yakima.wa.us Dave Brown Water Division dbrown ci. akima.wa.us Carolyn Belles Wastewater Division cbelles ci. akima.wa.us For the Record/File Binder Copy Type of Notice: I /i File Number: (`C = t� �_� . �I 1i ��y�� d��-lay 5Er-A#0& A -0i 0� I r Date of Mailing: / DOC. r INDEX Ibarra, Rosalinda From: Sent: To: Cc: Subject: 1 Attachments 1 Rosalinda 164rra Planning Technician ribarra&i.yakimama.us e 1 1 e 1 t 1j, 1 Ibarra, Rosalinda Tuesday, May 29, 2012 2:22 PM Belles, Carolyn; Brown, Dave; Cox, Sandy; Cutter, Jeff; Denman, Glenn; Dorenbush, Brandon, Ford, Dan, Futrell, Kevin, Ibarra, Rosalinda, Matthews, Archie, Morales, Michael; Robertson, Jerry; Schneider, Royale, Shane, Mike, Thompson, Nathan philhoge@aol com', Wilson, Chris Notice of Hearing Examiner's Rec/Decision - YSD Davis High School - CL3 RWV VAR ADJ SEPA NTC HE REC-DEC - YSD Davis HS - CL3 RWV VAR SEPA ADJ.pdf City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f (509) 575-6105 e 1 1 e 1 t 1j, 1 Ibarra, Rosalinda Tuesday, May 29, 2012 2:22 PM Belles, Carolyn; Brown, Dave; Cox, Sandy; Cutter, Jeff; Denman, Glenn; Dorenbush, Brandon, Ford, Dan, Futrell, Kevin, Ibarra, Rosalinda, Matthews, Archie, Morales, Michael; Robertson, Jerry; Schneider, Royale, Shane, Mike, Thompson, Nathan philhoge@aol com', Wilson, Chris Notice of Hearing Examiner's Rec/Decision - YSD Davis High School - CL3 RWV VAR ADJ SEPA NTC HE REC-DEC - YSD Davis HS - CL3 RWV VAR SEPA ADJ.pdf v Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. M Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: A. Si n'�ture •�{ V X Agent ❑ Addressee B eceije (Printe Inate of Dlivery A� Q C�— D. Is del' m item 1? C3Yes If YE a s below: j2�No MAY 3 1 2012 Yakima Public Schools r= nc VAICIMA c/o Scott Izutsu I. ServicKYANNING .DIV. 104 North 4`h Avenue Certified Mail ❑ Express Mail Yakima, WA 98902 ❑ Registered 'P.Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7008 1300 0000 4837 2638 (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ; -.(D!!tesficiU1�lbnly,NolsuranceCot�ierage tinformatibn vrsitoar iiuEt3SiteiatvYiw_xUs$rAma or dell nj ■Postmark _. Certified Fee C3 ED Return Receipt Fee (Endorsement Here -Required) C3 -- Restricted De (Endorsement rn Yakima Public S•• ls • Scott Cth 3 1� • , Avenue 1 1 II e t t t 1 ® • s ® Complete items1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. 7Signat, ❑ Agent ru E Print your name and address on the reverse ❑ Addressee tlourxrebsiteat�_�ispstcom®az elivesinformgioisirij so that we can return the card to you. E Attach this card to the back of the mailpiece, ,y ( Printed Name) (Q 0 �� l; ' C. D to of livery g Q or on the front if space permits, t Y 1. Article Addressed to: D. Is delivery mi? If YES, enter delivery address below: ❑ Yes il No eturn Receipt FeeE3 (Endorsement Required) . MAY Restricted Delivery(Endorsement 3 1 2012 M Loofburrow, Wetch Architects P.S. C c/o David Peterson j 201 West Yakima Avenue CITY OF YAKIMA Loofburrow, 3. Service Typ • David Peterson ! Yakima, WA 98902 C1'Certifled Mail ❑ Express Mall c3 or 201 West Yakima Avenue ❑ Registered Return Receipt for Merchandise Yakima, VVA •8•0 �S ❑ Insured Mail ❑ C.O.D. torm 800�,�q"Ugus��tt2p06 See Re�eLse fo lostruc io�"ins 4. Restricted Delivery?. (Extra Fee) ❑ Yes 2. Article Number 7008 1300 0000 4837 2621 (Transfer from service label) '` PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 1 II e t t t 1 1-9 Dome�sc Mail of d nsuiance C e age Prov tled) ru tlourxrebsiteat�_�ispstcom®az elivesinformgioisirij uww " -■ Postage $ Certified Fee E3 eturn Receipt FeeE3 (Endorsement Required) . C Restricted Delivery(Endorsement Required) M C Loofburrow, c' • David Peterson c3 or 201 West Yakima Avenue Yakima, VVA •8•0 �S torm 800�,�q"Ugus��tt2p06 See Re�eLse fo lostruc io�"ins Gary M. Cuillier ' ATTORNEY AT LAW 314 N. SECOND STREET , YAKIMA, WASHINGTON 98901 (509)575-1800 FAX: (509) 452-4601 I)ELWERED May 24, 2012 RECEIVED Rosalinda Ibarra MAY 2 4 202 Yakima City Planning Division , 129 North Second Street CITY OF YAKIMA Yakima, WA 98901 PLANNING. DIY. Re: Hearing Examiner's Recommendation and Decision: ® ;Yakima School District To Vacate Portions of Streets and of An Alley, to Demolish, , Modernize And Construct Buildings, to Vary Height Standards for Two Buildings And to Adjust Parking Space and Sitescreening Standards for Davis High School at 212 South 6a' Avenue; RWV #02-12, CL(3) #02-12, VAR #02-12, ADJ #03-12, ' SEPA #05-12. ® Yakima Valley Community College To Vacate a Portion of So. 15'' Avenue, Remove Six Buildings and Construct a Replacement Building with an 11 -Foot Height Variance at 1113 So. 16n' Avenue; RWV #01-12, CL(3) #01-12, VAR #01-12, SEPA #04-12. Dear Rosalinda: Enclosed is the Hearing Examiner's recommendation and decision regarding the above - entitled matters. If you have any questions, please give me a call. Thank you. Very truly yours, )c 1 a-x� uW 4� a n � DANIELLE PAINTER Legal Assistant to GARY M. CUILLIER DP: dp Enclosure , cc: Vicki Adams, Yakima County Planning Division, w/ Enclosure Pat Spurgui, City of Yakima Pro Tem Hearing Examiner, w/ Enclosure DOC- INDEX OC-IN� 3 rm NOTIFICATION OF HEARING EXAMINER'S RECOMMENDATION TO THE YAKIMA CITY COUNCIL And DECISION On May 23, 2012 the Yakima City Hearing Examiner rendered his recommendation on three Right -of -Way Vacation Petitions submitted by the Yakima School District. The applicant is requesting to vacate portions of two streets and an alley near the Davis High School campus located at 212 South 6th Avenue (File No: RWV#002-12). The application was reviewed at a public hearing held by the Hearing Examiner on April 26, 2012 and continued to May 9, 2012 A copy of the Hearing Examiner's Findings and Recommendation is enclosed The Hearing Examiner's Recommendation will be considered by the Yakima City Council in a public hearing to be scheduled. The City Clerk will provide notification of the date, time and place of the public hearing. Also enclosed is the Hearing Examiner's decision on the Type 3, Variance, and Administrative Adjustment applications requested by the applicant to construct several buildings, vary height standards for three buildings, and to adjust the parking and site screening standards for the Davis High School project (File Numbers: CL3#002-12, VAR#002-12 and ADJ#003-12). Any part of the Hearing Examiner's decision may be appealed. Such appeal shall be filed within fourteen (14) days following the date of mailing of this notice and shall be in writing on forms provided by the Planning Division. The appeal fee of $340.00 must accompany the application. For further information or assistance you may contact Christine Wilson, Assistant Planner, City of Yakima Planning Division located on the 2nd floor of Yakima City Hall, (129 North Second Street), phone 576-6736, or email to cwilson@ci.yakima.wa.us. r Christine M. Wilson Assistant Planner Date of mailing 5/29/12 Enclosures ®®C. INDEX #-6---13-- HEARING SIGN -IN SHEET CITY OF YAKIMA HEARING EXAMINER CITY HALL COUNCIL CHAMBERS HEARING DATE: Wednesday May 9, 2012 �'4 -32222 CL3#002-12 ool (v, A. RWV#002-12 YAKIMA SCHOOL DISTRICT — 212 SOUTH 6TH AVENUE VAR#002-12 DAVIS HIGH SCHOOL SEPA#005-12 ADJ#003-12 PLEASE WRITE LEGIBLY! Please indicate which proposal you are interested in: A. Hearing Examiner Public Hearing Sign -In Sheet — 05/09/2012 INM 1 ool (v, D6C. Hearing Examiner Public Hearing Sign -In Sheet — 05/09/2012 INM 1 I] 0 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Planning Division 129 North 2nd Street, 2nd Floor Yakima, Washington 98901 (509) 575-6183 - Fax (509) 575-6105 www.buildingyakima.com - www.yakimawa.gov/services/planning CITY OF YAKIMA HEARING EXAMINER AGENDA Wednesday May 9, 2012 Yakima City Hall Council Chambers Beginning at 9:00 a.m. I. CALL TO ORDER II. INTRODUCTION III. PUBLIC HEARINGS (Continued from 04/26/2012...) A. YAKIMA SCHOOL DISTRICT (01/27/2012) CL3#002-12 DAVIS HIGH SCHOOL RWV#002-12 Planner: Christine Wilson VAR#002-12 Address: 212 South 6`h Avenue SEPA#005-12 Request: Proposed partial demolition, modernization, and ADJ#003-12 expansion of the existing Davis High School, including vacation of portions of S 7`h Ave., West Spruce St, and an alley between 6`h and 7th Avenues, a skybridge and a pedestrian courtyard on vacated 7`h Avenue, and improvements to Lion's Park including addition of parking and replacement of the existing tennis courts. 1 IV. ADJOURNMENT If you are unable to attend the hearing, you may submit your comments in writing prior to the hearing. You may also submit written testimony at the hearing. D®Co WDEX AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA RE: CL3#002-12, RWV#002-12, VAR#002-12, SEPA#005-12, ADJ#003-12 Yakima School District - Davis High School 212 South 6th Avenue I, Rosalinda Ibarra, as an employee of the Yakima City Planning Division, have dispatched through the United States Mails, a Hearing Examiner Agenda. A true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant and all parties of record. That said notices were mailed by me on the 3rd day of May, 2012. That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. iosalindalbarra Planning Technician 1 1 1 1 1 1 1 1 1 Parties of Record - YSD Davis HS - CTI R VIV V A R SF.P A A T) T Fnrm T ; ct Yakima Public Schools Loofburrow, Wetch Architects P.S. City of Yakima Parks and Recreation c/o Scott Izutsu c/o David Peterson c/o Ken Wilkinson 104 North 4`f' Avenue 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Yakima, WA 98902 Yakima, WA 98902 Richard and Patricia Smith Doug Lemon Yakima Valley Trolleys 5910 West Lincoln Avenue #29 PO Box 541 c/o Ed Neel Yakima, WA 98908 Yakima, WA 98907 5108 Lyons Loop Brandon Dorenbush Michael Morales Fire Dept CED Dept Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. c/o Paul Edmondson c/o Ken Johnson 313 North 3`d Street PO Box 384 PO Box 161 Yakima, WA 98901 Yakima, WA 98901 Renton, WA 98057 mshane Phil Hoge Barbara Harris Code Administration philhoge@aol.com PO Box 812 Kevin Futrell Transit Division Yakima, WA 98907 Dave Brown Type of Notice:(%t File Number: U�4 0 Date of Mailing: ®� t 0A' INDEX s In -House Distribution E-mail List Name Division E-mail Address Dan Ford Engineering df6rd@ci.vakirna.wa.us Sandy Cox Code Administration scoxaci. akima.wa.us Jeff Cutter Legal Dept 'jcutter@ci.yakima.wa.us Archie Matthews ONDS amatthew ci. akimama.us Brandon Dorenbush Michael Morales Fire Dept CED Dept bdorenbu mmorales@ci.yakima.wa.us ci. akima.wa.us Jerry Robertson Code Administration 'roberts ci. akima.wa.us Royale Schneider Code Administration rschneid@ci.yakima.wa.us Mike Shane Water/Irrigation mshane ci. akima.wa.us Nathan Thompson Code Administration nthompso@ci.yakima.wa.us Kevin Futrell Transit Division kfutrell ci. akima.wa.us Dave Brown Water Division dbrown ci. akima.wa.us Carolyn Belles Wastewater Division cbelles ci. akima.wa.us For the Record/File Binder Copy Type of Notice:(%t File Number: U�4 0 Date of Mailing: ®� t 0A' INDEX s Ibarra, Rosalinda From: Ibarra, Rosalinda Sent: Wednesday, May 02, 2012 4 12 PM To: 'philhoge@aol.com'; Belles, Carolyn;_ Brown, Dave, Cox, Sandy; Cutter, Jeff; Denman, Glenn, Dorenbush, Brandon, Ford, Dan; Futrell, Kevin, Ibarra, Rosalinda, Matthews, Archie, Morales, Michael; Robertson, Jerry; Schneider, Royale; Shane, Mike, Thompson, Nathan Cc: Bonds, Randy; Brown, Michael; Daily Sun News - Bob Story; EI Sol de Yakima - Joseph Trevino, KAPP TV - David Mance; KAPP TV News; KBBO-KRSE Radio - manager; KCJT TV News; KDNA - Gabriel Martinez; KDNA Radio, KEPR TV News, KIMA TV - Jim Niedelman; KIMA TV News, KIT/KATS/DMVW/KFFM - Lance Tormey; KNDO TV - Julie Stern, KNDO TV News, KUNS-TV Univision, KVEW TV News, Lozano, Bonnie; NWCN News; NWPR - Anna King, Tu Decides - Albert Torres; UNIVISION TV - Marta Isabel Sanchez; VIVA - Fernando Aceves; Yakima Herald Republic - Adriana Janovich; Yakima Herald Republic - Chris Bristol; Yakima Herald Republic - Craig Troianello, Yakima Herald Republic - Erin Snelgrove; Yakima Herald Republic - Mai Hoang; Yakima Herald Republic - Mark Morey; Yakima Herald Republic - Scott Mayes, Yakima Herald Republic Newspaper; Yakima Valley Business Journal; Yakima Valley Business Times; Yakima Valley Business Times - George Finch; YPAC - Randy Beehler Subject: Hearing Examiner Agenda for 05-09-2012, and 05-10-2012 Attachments: HE AGENDA 05-09-2012.pdf; HE AGENDA 05-10-2012 pdf 2Zpsafinda Ibarra Planning Technician ribarra&i.yakima.wa.us City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f (509) 575-6105 L 1 I I I I I p k I I I I I I I HEARING SIGN -IN SHEET CITY OF YAKIMA HEARING EXAMINER CITY HALL COUNCIL CHAMBERS HEARING DATE:- Thursday April 26, 2012 PLEASE WRITE LEGIBLY! Please indicate which Proposal you are interested in: A. CL3#002-12 A. RWV#02-12 VAR#002-12 YAKIMA SCHOOL DISTRICT — 212 SOUTH 6TH AVENUE SEPA#005-12 DAVIS HIGH SCHOOL ADJ#003-12 PLEASE WRITE LEGIBLY! Please indicate which Proposal you are interested in: A. Hearing Examiner Public Hearing Sign -In Sheet — 04/26/2012 tn DqC. Hearing Examiner Public Hearing Sign -In Sheet — 04/26/2012 tn DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Planning Division 129 North 2id Street, 2nd Floor Yakima, Washington 98901 (509) 575-6183 - Fax (509) 575-6105 www.builditigyakinia.com - www.yakimawa.gov/services/planning CITY OF YAKIMA HEARING EXAMINER AGENDA Thursday April 26, 2012 Yakima City Hall Council Chambers Beginning at 9:00 a.m. I. CALL TO ORDER II. INTRODUCTION III. PUBLIC HEARINGS A. YAKIMA SCHOOL DISTRICT (01/27/2012) CL3#002-12 DAVIS HIGH SCHOOL RWV#002-12 Planner: Christine Wilson VAR#002-12 Address: 212 South 6th Avenue SEPA#005-12 Request: Proposed partial demolition, modernization, and ADJ#003-12 expansion of the existing Davis High School, including vacation of portions of S 7th Ave., West Spruce St, and an alley between 6th and 7th Avenues, a skybridge and a pedestrian courtyard on vacated 7th Avenue, and improvements to Lion's Park including addition of parking and replacement of the existing tennis courts. IV. ADJOURNMENT If you are unable to attend the hearing, you may submit your comments in writing prior to the hearing. You may also submit written testimony at the hearing C 7 C 11 1 1 Greg Copeland KCYU-FOX 68 KIMA TV Acting Police Chief David Okowski 1205 West Lincoln Ave. 2801 Terrace Heights Drive gcopelan@ci.yakima.wa.us Yakima, WA 98902 Yakima, WA 98901 Dave Willson Pacific Power Patrick D. Spurgin Hearing Examiner Phil Lamb KIT-KATS Radio AGENDA ONLY 311 North 3rd.Street 4010 Summitview, Suite 200 Distribution List Yakima, WA 98901 Yakima, WA 98908 1 All YPAC Yakima Assoc. of Realtors Yakima Herald -Republic rbeehler@ci.yakima.wa.us Gov. Affairs Committee KARY Radio kcrocket@d.yakima.wa.us 2707 River Road 1200 Chesterly Dr. #160 mbrown@ci.yakimama.us b1ozano@6yakimama.us Yakima, WA 98902-1165, Yakima, WA 98902 Greg Copeland KCYU-FOX 68 KIMA TV Acting Police Chief David Okowski 1205 West Lincoln Ave. 2801 Terrace Heights Drive gcopelan@ci.yakima.wa.us Yakima, WA 98902 Yakima, WA 98901 Dave Willson Pacific Power Patrick D. Spurgin Fire Chief Mike Paulson KNDO TV dwillson@ci.yakima.wa.us 500 N. Keys Rd. 1608 S. 24th Ave Yakima, WA 98901 Yakima, WA 98902 Sonya Claar-Tee y Office of Rural FWH Yakima Herald -Republic ' City Clerk Marty Miller P.O. Box 9668 sclaar@ci.yakima.wa.us 1400 Summitview #203 mi Yakima, WA 98909 Yakima, 98902 Maud Scott Michael ae Morales Yakima School Dist. #7 VIVA Acting City Manager Superintendent P.O. Box 511 mmorales@ci.yakima.wa.us 104 North 4th Street Toppenish, WA 98948 Yakima WA 98902 Business Times Bruce Smith Smith KBBO-KRSE Radio Codes Bulletin Board P.O. Box 1200 Chesterlye Dr. St. 160 Yakima, WA 98907 Yakima, WA 98902 Yakima Valley C.O.G. Patrick D. Spurgin 311 N. 4th Street STE 202 411 N. 2nd St. Yakima, WA 98901 Yakima, WA 98901 KAPP TV Attn: Newsroom Gary Cuillier 1610 South 24th Avenue 314 N. 2nd Street Yakima, WA 98909-5719 Yakima, WA 98901 Radio KDNA Maud Scott P.O. Box 800 307 Union Street Granger, WA 98932 DOC' Yakima, WA 98901 INDEX Hearing Examiner Packet Jeff Cutter AGENDA, STAFF REPORT, City Legal Department SITE PLAN AND MAPS......... jcutter@ci.yakima.wa.us Yakima County Planning Archie Matthews County Courthouse ONDS jefferson.spencer@co.yakima.wa. amatthew@ci.yakima.wa.us us Binder Copy For the Record/ File Yakima Public Schools Loofburrow, Wetch Architects P.S. Dan Ford c/o Scott Izutsu Engineering Division ' dford@ci.yakima.wa.us 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Michael Morales Yakima, WA 98902 CED Director mmorales@ci.yakima.wa.us ' Yakima Valley Trolleys 5910 West Lincoln Avenue #29 DON'T FORGET TO SEND c/o Ed Neel ONE TO THE APPLICANT & Yakima, WA 98907 PROPERTY OWNER........... o Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. 1 Yakima Public Schools Loofburrow, Wetch Architects P.S. City of Yakima Parks and Recreation c/o Scott Izutsu c/o David Peterson c/o Ken Wilkinson 104 North 4"' Avenue 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Yakima, WA 98902 Yakima, WA 98902 Richard and Patricia Smith Doug Lemon Yakima Valley Trolleys 5910 West Lincoln Avenue #29 PO Box 541 c/o Ed Neel Yakima, WA 98908 Yakima, WA 98907 5108 Lyons Loop o Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. c/o Paul Edmondson c/o Ken Johnson 313 North 3rd Street PO Box 384 PO Box 161 Yakima, WA 98901 Yakima, WA 98901 Renton, WA 98057 Phil Hoge Barbara Harris philhoge@aol.com PO Box 812 Yakima, WA 98907 o INDEX_� f 1 1 u 1 u t 1 t �1� 1 J AFFIDAVIT OF POSTING for Public Right -of -Way Vacations RE: Three street vacations near the Davis High School Campus File # RWV#002-12 PETITIONER: Yakima School District SITE LOCATIONS: _(1) South 7th Avenue between Pine and Walnut Streets (2) Spruce Street between the alleys west and east of South 7t11 Ave. (3)The allev between South 7 and 6 Avenues In accordance with the public notice provisions set forth in RCW 35.79.020, 1 hereby certify that I have posted a copy of the required public notice in three of the most public places in the city and a like notice in a conspicuous place on the street or alley sought to be vacated. The said notice contains a statement that a petition has been filed to vacate the street or alley described in the notice, together with a statement of the time and place fixed for the hearing of the petition. Notices were posted on the _qday of April 2012 ® Lobby of City Hail, County Courthouse and the County. Auditor's Office (� A conspicuous place on the street or alley sought to be vacated (check either or both boxes as appropriate) igned is c=am Date��-- DEPARTMENT OF COMMUNITYAND ECONOMIC DEVELOPMENT Planning Division 129 North Second Street, 2nd Floor Yakima, Washington 98901 (509) 575-6183 . Fax (509) 575-6105 www.buildingyakitna.cozn . www.ci.yakima.wa.us/serviceslplazzzzizzg/ a "W -W 11%lotice of Py""'etitions ac nearinA Right -of Way Vacations in the vicinity of the Davis High School Campus File leo. RWV#002-12 The Yakima School District has petitioned the City of Yakima to vacate the following portions of roadways near the Davis High School Campus: 1. South 7th Avenue between Pine and Walnut Streets 2. Spruce Street between the alleys west and east of South 7th Avenue 3. The alley between South 7th and 6thAvenues In consideration of these petitions, an open record public hearing will be held before the City's Hearing Examiner on Thursday, April 26, 2012 at 9000 a.m. in the Yakima City Council Chambers, 129 North 2nd Street, Yakima, WA 98901. This hearing will be continued until May 9, 2012 at 9:00 ani at which time the hearing will be reconvened so that additional testimony may be received. The public is invited to attend. If you have any concerns regarding this proposal and cannot attend this hearing you may mail your comments to City of Yakima, Department of Community & Economic Development, Planning Division, 129 North 2nd Street, Yakima, WA 98901. Please be certain to reference RWV#002- 12 in your correspondence. At the conclusion of this hearing, the Examiner's recommendation on this application will be forwarded to the Yakima City Council for review at an open record public hearing yet to be scheduled. If you have any questions with regards to this proposal, please call Christine Wilson, Assistant Planner at (509) 576-6736. 1 1 C fl i 1 t r t a 1 B 1 t L t 1 AFFIDAVIT OF MAILING 1 STATE OF WASHINGTON 1 CITY OF YAKIMA I RE: SEPA#005-12 r YSD Davis High School 212 South 61h Avenue I, Rosalinda Ibarra, as an employee of the Yakima City Planning Division, have dispatched through the United States Mails, a Notice of Decision of MDNS. A t true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant, listed SEPA agencies and all parties of record, 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 30th day of March, 2012. That I mailed said notices in the manner herein set forth and that all of the 1 statements made herein are just and true. 1 R salinda Ibarra Planning Technician u 1 1 1 11 1 1 .1 I C Parties of Record - YSD Davis HS - CLI RWV VAR CFPA AT)T Fnrm T int Yakima Public Schools Loofburrow, Wetch Architects P.S. City of Yakima Parks and Recreation c/o Scott Izutsu c/o David Peterson c/o Ken Wilkinson 104 North 4`" Avenue 201 West Yakima Avenue 2301 Fruitvale Blvd. Yakima, WA 98902 Yakima, WA 98902 Yakima, WA 98902 Richard and Patricia Smith Doug Lemon Yakima Valley Trolleys 5910 West Lincoln Avenue #29 PO Box 541 c/o Ed Neel Yakima, WA 98908 Yakima, WA 98907 5108 Lyons Loop Brandon Dorenbush Fire Dept Yakima, WA 98903 Yakima Valley Trolleys Yakima Valley Trolleys Yakima Valley Trolleys Assn. c/o Paul Edmondson c/o Ken Johnson 313 North 3rd Street PO Box 384 PO Box 161 Yakima, WA 98901 Yakima, WA 98901 Renton, WA 98057 rschneid Phil Hoge Barbara Harris Water/Irrigation philhoge@aol.com PO Box 812 Nathan Thompson Code Administration Yakima, WA 98907 ci. akima.wa.us Type of Notice: File Number: ` LS— 1 2 Date of Mailing: C) [W DOC. INDEX r� In -Mouse Distribution E-mail List Name Division E-mail Address Dan Ford Engineering dford ci. akima.wa.us Sandy Cox Code Administration scox@,ci.yakima.wa.us Jeff Cutter Legal Dept 'cutter ci. akima.wa.us Archie Matthews ONDS amatthew ci. akima.wa.us Brandon Dorenbush Fire Dept bdorenbu ci. akima.wa.us Michael Morales CED Dept mmorales ci. akima.wa.us Jerry Robertson Code Administration 'roberts ci. akima.wa.us Royale Schneider Code Administration rschneid ci. akima.wa.us Mike Shane Water/Irrigation rnshane@,ci.yakima.wa.us Nathan Thompson Code Administration nthom so ci. akima.wa.us Kevin Futrell Transit Division kfutrell ci. akima.wa.us Dave Brown Water Division dbrown ci. akima.wa.us Carolyn Belles Wastewater Division cbelles ci. akima.wa.us For the Record/File Binder Copy Type of Notice: File Number: ` LS— 1 2 Date of Mailing: C) [W DOC. INDEX r� SEPA RF. ZWING AGENCIES _updated 11.0 1 - Form List Page 1 of 2 Yakima Regional Clean Air Agency Engineering & Planning Supervisor, Hasan Tahat hasan&rcaa.org DOC. INDEX oroon.kelly(a)co.yakima.wa.us Yakima Valley Conference ow Y ima Valley Museum Governments, Planner Shawn Conrad Director, John A. Baule conrads2yycog.org john(awakimavalleymuseum.or Ahtanum Irrigation District Cascade Natural Gas Department of Commerce Executive Assistant, Beth Ann Brulotte Field Facilitator, Jim Robinson Growth Management Services Bab4216 charter.net Jim.robinsonkcn c.com reviewtearnAcommerce.wa.gov Department of Ecology Department of Natural Resources Department of Social & Health Services I SEPA Policy Lead, Annie Szvetecz Assistant Land Manager, Linda Hazlett Andrew Jenkins sepaunit@ecy.wa.gov Linda. hazlettgdnr.wa.gov andrewJenkins(&dshs.wa. gov Jeanne Rodriguez Jeanne.rodriguezAdshs. wa.gov Dept of Archaeology & Historic Preservation Dept of Archaeology & Historic Preservation Engineering Division Local Government Archaeologist, Deputy State Historic Preservation Officer, City Engineer, Doug Mayo Gretchen Kaehler Gretchen.Kaehler@,dahp.wa.gov Greg Griffith Gree.QriffithAdahp.wa.gov dm4yo@ci.yakima.wa.us Nob Hill Water Association Office of Rural and Farm Worker U.S. Army Corps of Engineers Engineering Technician, Jenna Leaverton Housing Regulatory Branch Project Manager,' jenna e nobhillwater.org Marty Miller Karen Urelius M4rtym2gorfh.org Karen.M.Urelius(a,usace.army.mil Wastewater Division West Valley School District WSDOT Planning Engineer, Wastewater Manager, Scott Schafer Asst. Supt. Of Business & Operations, Paul Gonseth sschafer(a,ci.yakima.wa.us Angela Watts gonsetpgwsdot.gov wattsa wvsd208.org WSDOT Services, { Development Yakama Bureau of Indian Affairs Yakama Bureau of Indian Affairs Rick Holmstrom Superintendent, Bud Robbins Deputy Superintendent for Trust Services, holmstrp_wsdot.wa.gov Bud.robbinsgbia.gov Steve Wangemann Steve.wan emann(cr�,bia. ov Yakama Bureau of Indian Affairs Yakama Nation Environmental Management Yakama-Klickitat Fisheries Project Environmental Coordinator, Rocco Clark Program Environmental Review Coordinator, John Marvin Rocco.clark bia. ov � tL Kristina Proszek imarvin@yakama.com enviroreviewyakama.com (a, Yakima Air Terminal Yakima County Commissioners Yakima County Public Services Airport Asst Manager, Carl Remmel Commissioners.web(a co.yakima.wa us Planning Director, Steven Erickson Carl.remmelna,yakimaairterminal.com Steven. Ericksongco.yakima.wa.us t Yakima County Public Services Yakima Greenway Foundation Yakima Health District Public Services Director, Vern Redifer Executive Director, Al Brown Director of Environmental Health, Vern.redifer(2co.yakima.wa.us alka akima reenway org Gordon Kelly Yakima Regional Clean Air Agency Engineering & Planning Supervisor, Hasan Tahat hasan&rcaa.org DOC. INDEX oroon.kelly(a)co.yakima.wa.us Yakima Valley Conference ow Y ima Valley Museum Governments, Planner Shawn Conrad Director, John A. Baule conrads2yycog.org john(awakimavalleymuseum.or �114111VV1 Vl L.V11111.V1VV , %-1Ly kit U111011 vap uepartment of Agriculture 10 North 9th Street P.O. Box 3008 Kellv McLain Yakima, WA 98901 Union Gap, WA 98903 P.O. Box 42560 Type of Notice: 11 S Olympia, WA 98504 `Department of Ecology Department of Fish & Wildlife 'Department of Fisheries Gwen Clear Mark Teske Eric Bartrand 15 West Yakima Ave, Ste# 200 201 North Pearl 1701 South 24th Ave Yakima, WA 98902 Ellensburg, WA 98926 Yakima, WA 98902 Environmental Protection Agency Federal Aviation Administration Federal Aviation Administration, Seattle 1200 6th Ave. MS 623 2200 W. Washington Ave Airports District Office Airport Planner Seattle, WA 98101 Yakima, WA 98903 Cayla Morgan 1601 Lind Ave SW Renton, WA 98055-4056 Pacific Power Q -West Soil Conservation District Mike Paulson Tom McAvoy Ray Wondercheck 500 North Keys Rd 8 South 2nd Ave, Rm#304 1606 Perry Street, Ste. F Yakima, WA 98901 Yakima, WA 98902 Yakima, WA 98902 WA State Attorney General's Office WA State Dept of Health, Office of WA State Emergency Mgmt Division 1433 Lakeside Court, Ste# 102 Dreg Water Mitigation, Analysis, & Planning Manager Yakima, WA 98902 Christine Collins Chuck Hagerhjelm 16201 E Indiana Ave, Ste# 1500 Building 20 Spokane Valley, WA 99216 Camp Murray, WA 98430-5122 WSDOT, Aviation Division Yakama Indian Nation Cultural Resources Yakama Indian Nation Yakima Tribal ohn Shambaugh Program Council 18204 59th Drive NE, Ste. B Johnson Menimck Ruth Jim Arlington, WA 98223 P O. Box 151 P.O Box 151 Toppenish, WA 98948 Toppenish, WA 98948 Yakima School District Superintendent Page 2 of 2 Elaine Beraza North 4th Ave t04 akima, WA 98.902 11 Type of Notice: 11 S File Number: SPA 7 S -- I Date of Mailing: �— ,i DOC. ONDEX Ibarra, Rosalinda From: Ibarra, Rosalinda Sent: Friday, March 30, 2012 1 32 PM To: Belles, Carolyn, Brown, Dave, Cox, Sandy; Cutter, Jeff; Denman, Glenn, Dorenbush Brandon, Ford, Dan; Futrell, Kevin, Ibarra, Rosalinda, Matthews, Archie, Morales, Michael, Robertson, Jerry; Schneider, Royale, Shane, Mike, Thompson, Nathan Cc: philhoge@aol.com' Subject: NOTICE OF MDNS - YSD Davis High School - SEPA#005-12 Attachments: MDNS - YSD Davis HS - SEPA005-12 pdf �RqsaCnda 16arra Planning Technician ribarra&i.vakimama.us City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f. (509) 575-6105 1 0 1 1 1 NOTICE OF DECISION Compliance with the Washington State Environmental Policy Act (SEPA) March 30, 2012 On March 7, 2012 the City of Yakima, Washington issued a Notice of Application and Environmental Review regarding a SEPA Environmental Checklist submitted by the Yakima School District. This review concerns the environmental analysis for the modernization and expansion of the existing Davis High School buildings and campus located in the vicinity of 212 South 6th Avenue. Parcel number(s): See attached MDNS City File Number: SEPA#005-12 Following the required 20 -day public comment period, and consideration of all comments received, the City of Yakima has issued the enclosed SEPA Threshold Decision. The SEPA decision may be appealed within 14 calendar days following the date of mailing. The appeal period ends at 4:30 pm on April 13, 2012. Appeals must be in writing and on forms available from the City of Yakima Planning Division, 129 North 2nd Street, Yakima, Washington. The fee of $580.00 must accompany the Appeal Application. 11 For further information or assistance, you may wish to contact Christine Wilson, Assistant Planner at (509)576-6736, or e-mail to cwilson@ci yakima.wa.us. Jogn Davenport Planning Division Manager Notice of Decision Mailing Date. March 30, 2012 Enclosures: SEPA Determination of Nonsignificance Site Plan and Mailing Map ONDEX CITY OF YAKIMA, WASHINGTON WASHINGTON STATE ENVIRONMENTAL POLICY ACT MITIGATED DETERMINATION OF NONSIGNIFICANCE March 30, 2012 Project Description: The project concerns the modernization and expansion of the existing A.C. Davis Senior High School buildings and campus. New building additions will increase the school's size to approximately 328,000 square feet on various levels. Construction will include partial and full demolition of some existing buildings, and a combination of new construction and modernization of the existing buildings. Variances to the maximum 35 foot building height are requested for two proposed buildings near 7th and Walnut Avenues, and also the existing auditorium in order to retain its non- conforming height following modernization. Traffic and parking proposals include the vacation of portions of S. 7th Ave., West Spruce Street, and an alley between 6th and 7th Avenues. A skybridge and pedestrian courtyard are proposed on vacated 7th Avenue An Administrative Adjustment to the required number of parking spaces from 1358 to 398 on-site spaces and an adjustment to the site screening standard along the alley between 7th and 8th Avenues is also requested. In addition, the Yakima School District is working with the City of Yakima Parks and Recreation Division for improvements to Lion's Park, which include the addition of parking and replacement of the existing tennis courts No current or future modifications are proposed to the existing trolley tracks that run through 6th Avenue Proponent: Yakima Public Schools Location: 212 South 6th Avenue. Parcel No(s): 181324-42481, 181324-42482, 181324-42483, 181324-43401, 181324-43402, 181324-43403, 181324-43405, 181324-43407, 181324-43429, 181324-43442, 181324-43443, 181324-43444, 181324-44406, 181324-44432, 181324-42426 Lead Agency: City of Yakima, Washington File Number: SEPA #005-12 181324-43400, 181324-43404, 181324-43430, 181324-42452, DETERMINATION: The City of Yakima, as lead agency for this proposal, after reviewing a completed environmental checklist and other information on file with the lead agency has determined that the project will not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) will not be required under RCW § 43.21C.030 (2)(c). The information relied upon in reaching this determination is available to the public upon request at the City of Yakima Planning Division. IDENTIFIED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES. This Mitigated Determination of Nonsignificance (MDNS) is hereby conditioned upon the following mitigating measures, as authorized under WAC 197-11-660, YMC § 6.88.160 and the Yakima Urban Area Comprehensive Plan, which contains goals, policies and regulations which provide substantive authority to require mitigation under the State Environment Policy Act. 0 1 1 11, C] 11 i 11, 11 1 1 11 1 FINDINGS A. Yakima Regional Clean Air Agency: 1. This site is located within the Urban Growth Area; therefore, no burning is allowed onsite or at any other site. 2. Contractors doing demolition, excavation, clearing, construction, and/or landscaping work on this project must file a dust control plan with the Yakima Regional Clean Air Authority (YRCAA) and get approval, prior to the start of any work. 3. Notification of Demolition and Renovation (NODR) application must be filed with YRCAA and the appropriate fee shouldbe paid. Prior to demolishing any structures an asbestos survey must be done by a certified asbestos building inspector. Any asbestos found must be removed by a licensed asbestos abatement contractor. B. State of Washington Department of Ecology: 1. Water Quality: The NPDES Construction Stormwater General Permit from the Washington State Department of Ecology is required if there is a potential for ' stormwater discharge from a construction site with disturbed ground This permit requires that the SEPA checklist fully disclose anticipated activities including building, road construction and utility placements. Obtaining a permit is a minimum of a 38 -day process and may take up to 60 days if the original SEPA does not disclose all proposed activities. The permit requires that a Stormwater Pollution Prevention Plan (Erosion Sediment Control Plan) is prepared and implemented for all permitted construction sites. These control measures must be able to prevent soil from being carried into surface water (this includes storm drains) by stormwater runoff. Permit coverage and erosion control measures must be in place prior to any clearing, grading or construction. 2. Water Resources: The water purveyor is responsible for ensuring that the proposed use(s) are within the limitations of its water rights If the proposal's actions are different than the existing water right (source, purpose, the place of use, or period of use), then it is subject to approval from the Department of Ecology pursuant to RCW Sections 90.03 380 and 90.44.100. C. Noise: During project completion, all contractors shall adhere to the City of Yakima's noise regulations regarding hours .,of operation. These hours are 6.00 am to 10:00 pm Monday thru Friday, and 8.00 am to 10:00 pm weekends and holidays (YMC § 6 04 180). D. Sanitary Sewer, City Engineering: t The applicant has not submitted a sanitary sewer plan for service at this time. There is an existing 8 -inch clay sewer main that runs within the alley right-of-way from West Walnut to Tieton Drive between 5th Avenue and the vacated 6th Avenue. That main or at least the portion from Spruce Street to Pine Street will need to be removed and replaced as the condition of the main is poor and will not allow for any future connection of sewer service Additionally, the existing 8 -inch sewer within West Pine Street is a private line. This will also need to be removed and replaced if it is to be used for the improvements. 2 ®®Co NDEX E. Streets / Frontage Improvements, City Engineering: The applicant has proposed improvements to the surrounding streets and intersections. Said improvements shall be subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of the City of !� Yakima. Modification of intersections may not be limited to adjacent frontage improvements only. Any improvements such as pedestrian/ADA improvements made on the applicant's side of the roadway may, in the interest public safety and traffic considerations, cause improvements or modifications to the opposite side of the road These shall include lighting, signing and signalization if determined to be necessary by the city engineer. F. Yakima Transit: 1. Yakima Transit supports the applicants request to vacate a portion of 7th Avenue. Yakima Transit's Route 2 & 5 travel through the intersection at Walnut and 7th Avenue and the proposed vacation will allow traffic to flow smoother. 2. Yakima Transit supports the Yakima School District's request an adjustment to the parking standard. Commute trip reduction strategies are encouraged for large employers and sites like this. The Yakima School District tries to discourage single - occupancy vehicles by bussing students to the site and they provide monthly transit passes to their students at no charge to the student. Because of this, there are fewer vehicles coming to the site, as well as a reduction in the number of vehicles parking onsite. As a condition to approving the requested adjustment, Yakima Transit requests that the Yakima School District designate onsite carpool parking stalls in areas that are more desirable locations than non -carpool parking spaces. The school district should also consider charging for single -occupant vehicle parking and provide bike racks throughout the campus. 3. Yakima Transit's Routes 2 & 5 travel along Walnut at the north end of the site. There is an existing bus stop and bus pullout on the south side of Walnut between 6th and 7th Avenues Yakima Transit typically accommodates approximately 25-60 youth both before and after school and a lesser amount throughout the rest of the evening. Currently, there are no passenger shelters to accommodate these students The existing development and its expansion creates a traffic impact along Walnut Avenue and along 6th and 5th Avenues near the site, especially just before school starts and right after school ends during the weekdays 4. To adequately serve the proposed development, Yakima Transit requests that the developer install a standard -sized bus pullout as determined by the City Engineer or Traffic Engineer and two passenger shelters along Walnut between 7th and 8th Avenue on the south side of the street east of the alley. The bus pullout should be located as close to the alley as possible to reduce visibility issues for drivers turning out of the parking lot at 7th Avenue. The two passenger shelters should be size 5'x10' and be consistent with a typical Yakima Transit passenger shelter. The shelters need to be placed so as to allow handicap access and meet standard ADA travel (pathway) widths. If adequate right of way doesn't exist to accommodate these improvements, Yakima Transit requests that the School District dedicate an easement or right-of-way for that purpose. 5. There are several reasons for choosingthis new location for a bus pullout over the existing location. The existing location is located on a slope and not as 3 000, INDEX r] 1 [l Li7 11 11 1 1 maneuverable during winter weather. There is also very little room for passenger shelters at the existing site The majority of the riders travel from this site to the east. As ridership increases, Yakima Transit would like to add a bus pullout along the designated stretch of road on the north side of the street. The existing site likely doesn't have adequate right of way with the right -turn lane that the City installed. Also, a pull out at the designated location will have less interference with passing traffic and the right -turn lane. It is anticipated that the existing bus pullout could be reused for emergency vehicle parking. 6. Sidewalks and handicap ramps should be installed along the roads bordering the site for special population group's accessibility to the bus system G. A.C. Davis High School Transportation Impact Study conducted by Transpo Group, dated October 2011. The existing surrounding street system would generally accommodate the changes in travel patterns and anticipated growth; however, consideration should be given to the following mitigation measures and improvements: A.C. Davis High School Transportation Impact Study conducted by Transpo Group, dated October 2011 1. West Pine Street / South 5th Avenue: Provision of an eastbound left -turn lane along W. Pine Street and a two-way left turn lane along S 5th Avenue. With this improvement, the eastbound approach would improve to LOS E during the 15 - minute AM school peak conditions and LOS D during the 15 -minute PM school peak. 2. West Walnut Street / South 6th Avenue: This intersection will be improved when S. 6th Avenue is converted to one-way. These improvements should include re -striping the existing faded channelization including providing a left -turn arrow for the westbound approach of W. Walnut Street and installation of signage for the one-way road. In addition, consideration could be given to providing a crosswalk on W Walnut Street at the west leg of the intersection and on both legs of S. 6th Avenue. 3. Tieton Drive / South 7th Avenue: Consider adding a marked crosswalk on the west leg of this intersection if future safety issues present. 4. On -Street Parking: If problems arise with growth in student population, implement TDM and parking management strategies. These strategies could include issuing parking permits to students to allow only a portion of the student population to drive to campus Providing time -of -day restrictions and/or a RPZ for on -street parking. 5. Construction: The School District or contractor should develop a construction management plan and include the following a Replace parking displaced during each construction phase by procuring temporary parking spaces at nearby lots. b. If parking cannot be replaced, employ TDM strategies such as issuing permits and not allowing all students to drive to campus. c Require construction workers to park within the construction area and /or that the contractor procures parking for workers so high school parking is not occupied by workers. d. Require construction deliveries and worker arrival and departures to occur outside the school start and dismissal times, so construction traffic does not conflict with high school traffic. e Ensure proper signage to direct student and staff to parking areas and pedestrian facilities. 4 ®®Co, BNDEX G Notice student and are off limits, and around the campus staff on construction activities, areas of campus that ' appropriate pedestrian and vehicle circulation in and H. Historic and Cultural Preservation: 1. The bronze statue of Justice William O. Douglas that was dedicated in 2004 is located in the central courtyard of A.C. Davis High School. It will be removed and stored during construction, and reinstalled in the same position and location in the school's interior court yard (YSD Environmental Checklist 1/27/12). 2. The original sign from "North Yakima High School" has been kept and preserved off-site by the general contractor that built the last construction project on this site in the 1970's. It will be brought back to this site and placed in a position to be determined (YSD Environmental Checklist 1/27/12). 3. The Naches River Yakima Valley Transportation Company Car Repair Barn is listed on and is a contributing resource within the National register of Historic Places and the Washington Heritage Register Yakima Valley Transportation Company Historic District (1992). The district includes the central facility site (buildings and objects) at South 3`d Avenue and West Pine Street in Yakima, tracks and overhead lines, the Wide Hollow substation, as well as approximately 21 miles of track and associated overhead electrical lines. The YVTC operation consists of several lines providing service between distance points. The Yakima-Selah line is one of these. Others include the Wiley City line and the Gromore line. Nominated property for the Naches River YVTC Car Repair Barn includes the company's rail line, substation, warehouse, storage shed, and Naches YVTC River Bridge (Dept. of Archaeology & Historic Preservation, Inventory Report). 4. YVTC tracks are located in an easement that runs through South 6th Avenue between Pine and Walnut Streets. Some associated trolley wire poles and overhead lines are located on City of Yakima Lions Park and tennis court property and on the YSD Davis campus. The existing trolley tracks will remain in place and no current or future modifications or improvements are included with this proposal. However, YSD is proposing to remove two portions of abandoned track spurs prior to resurfacing 6th Avenue (YDS Type (3) Review written Narrative) I. Yakima Valley Trolley Association Comments submitted 2/27/12: 1. Contrary to the architect's statement the "trolley system is not currently operational", we make an annual trip to Selah over the track with a gasoline powered vehicle to keep the line open until the overhead wire can be repaired. We anticipate 2012 being the year repairs are finally commenced. 2. Because our poles are hidden in the trees on 6th Avenue, thieves have been able to repeatedly steal our wire by hiding up in the trees at night. In order to prevent this, we need to have our poles relocated to trackside in our 6th Avenue right of way. This should be planned for in the redevelopment. An alternative would be to leave our poles where they presently are, and completely remove the large trees that give the thieves protection. Better lighting should be afforded as well. t 1 1 0 'I n u 1 1 1 i 1 1 3. A couple years ago the City placed poles along the parking lot near the tennis court for our future feeder wire attachment and these poles need to remain, even if the parking lot is reconfigured 4. When 6th Avenue is excavated, it may be necessary for them to replace some of our ties due to rot. Presently the rails are held in place by the concrete ' pavement, but when this is opened up, it may be discovered that the underlying ties are rotted away. Provision needs to be made for the possible replacement of the ties. 5. We have no objection to the removal of the unused sections of rail, but ask that all track materials removed in this project be deposited in our yard at 3rd Avenue ' and Pine Street. 6. 1 would like your committee to consider the idea of removing all the old trees that line both sides of 6th Avenue between Pine Street and Walnut Street. This would yield a number of benefits: It would completely eliminate the huge problem the trolleys are having with people hiding in the trees at night and cutting our wire down It would also give the architects a free hand to design the landscaping for the project in any way they want, without having to make it fit the existing tree situation. And it would save many tax dollars by not having to bring the city's arborist in every now and then to prune the trees away from the trolley lines. (Our member Ed Neel recently. met with the arborist at the site and the arborist agreed if the trees are not cut down, that he will have to come periodically and prune them for us so that the thieves cannot use them as a base from which to cut our wires 1 down J Response from Chris Waarvick, Director of Public Works 319112: "Parks and trees being more or less synonymous in the mind of the public, the total removal of the seven trees in question at Lion's Park is not an option that I would offer. After consulting with Randy Murphy, our Parks Division arborist, the City of Yakima believes that sufficient pruning can be accomplished to deny the use of these trees as a means of access for any future wire thieves. In saying this we do realize that periodic pruning will be necessary to maintain a secure distance from your wire(s), but we believe that this is far preferable to their removal. Since your vandalism issue was first brought to our attention during the land use review process for Davis High School, perhaps it needs to be mentioned that because the school district doesn't own these trees, they have no authority or responsibility to address your concern." YAKIMA URBAN AREA COMPREHENSIVE PLAN The 2006 Yakima Urban Area Comprehensive Plan designates the future land use for this area as High Density Residential. Ll rel 1 r MITIGATION MEASURES 1 The proponent will be responsible for the cost of all signs and re -striping related to this project, and shall submit to the City of Yakima Engineering Division, a signage and striping plan for all traffic signs including but not limited to loading zones, one-way traffic, and other required street signage, as well as striping that implements all changes recommended in the Transpo Group Transportation Impact Study for the following streets/intersections: a West Pine Street and South 5th Avenue b West Walnut Street and South 6th Avenue c. Tieton Drive and South 7th Avenue marked crosswalks 2. The proponent shall provide the City of Yakima a construction management plan which includes but is not limited to, parking spaces, deliveries, construction storage, excavating, stockpiling and signage. 3. The proponent shall provide the City of Yakima a parking plan for commute trip reduction strategies. 4. Yakima Valley Trolley's, formally Yakima Valley Transportation Company (YVT) has tracks within easements across this project. Said tracks and appurtenances shall be maintained in useable condition at all times. Any work associated with the tracks, wires, and switches shall be coordinated with the City Engineer and the Yakima Valley Trolley's representative Ed Neel (509)966-5234. All work shall be approved by the city Engineer prior to any work being started on this project. Additional reasonable time shall be granted for trolley personnel to inspect work ' associated or adjacent to the trolley tracks. 5. The proponent shall replace the existing 8 -inch clay sewer main that runs within the alley right-of-way from West Walnut to Tieton Drive between 5th Avenue and the vacated 6th Avenue The existing 8 -inch private sewer line within West Pine Street shall also be removed and replaced if it is to be used for the improvements. 6. a. Additional street and frontage improvements shall be required and subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of YMC Title 12, Development Standards. The proponent shall install a standard -sized Yakima Transit bus pullout and two passenger shelters along West Walnut Avenue between 7th and 8th Avenues on the south side of the street east of the alley. Dedication of right-of-way or an easement shall be required if adequate right-of-way does not exist to accommodate these improvements. b Modification of intersections may not be limited to adjacent frontage improvements only Any required improvements such as pedestrian/ADA improvements made on the applicant's side of the roadway may, in the interest of public safety and traffic considerations, cause improvements or modifications to the opposite side of the road. These shall include lighting, signing and signalization if determined to be necessary by the City Engineer. 7. This project is subject to zoning and street vacation review and public hearings Additional or clarification of mitigations or conditions of approval may result from these supplemental reviews. Contact Person: Christine Wilson, Assistant Planner, (509) 576-6736 for more information. ❑There is no comment period for this DNS. ®This MDNS is issued after using the optional DNS practice in WAC § 197-11-355. There is no further comment period on the MDNS. ❑This DNS is issued under WAC § 197-11-340(2); the lead agency will not act on this proposal for 20 days from the date below. Responsible official. Joan Davenport Position/Title Acting CED Director/SEPA Responsible Official Phone* (509) 575-6113 Address: 129 N 2"d Street, Yakima, WA 98901 I Date March 30, 2012 Signature 1 11 11 1 1 1 ®You may appeal this determination to: Joan Davenport, Acting Director CED at 129 N 2nd Street, Yakima, WA 98901, no later than April 13, 2012 by completing an appeal application form and payment of $580 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. Ca 8 ONDEX AFFIDAVIT OF POSTING STATE OF WASHINGTON L 'I i RE: File# Applicant Name: S ? d Project Name: Al/(V y Sfr(Pf l/,(, I S /IC'GZa- #194sd��J Site Location: (s) 7Y�A L/f t W Pne -s4,-ee-6 u P. be�ee, Y�.e 0 It y 2,tI t P F ?14 Avg w L,),,ff- o F /� O,r -4-he. aI(-ey 6e4wte, q--4 a," ?"', As an employee of the City of Yakima Planning Division, I have posted a copy of the Resolution fixing time of public hearing before the Hearing Examiner. The Hearing Examiner Public Hearing is scheduled for the G day of 4I , 20 /,)-- . Notices were posted on the ok q� day of ff) t r C 20 /-�- at the following locations: Lobby of City Hall, County Courthouse and the County Auditor's Office. Signed Job Title 1 1 L 1 1 11 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT - t1 T^ Item No. For Meeting of: March 6, 2012 ITEM TITLE: Resolution to Set April 26, 2012 for a public hearing before the Hearing Examiner for three partial street and alley vacations on the.Davis High School campus. SUBMITTED BY: Joan Davenport, Acting CED Director CONTACT PERSON/TELEPHONE: Christine Wilson, Assistant Planner 576-6736 SUMMARY EXPLANATION: Yakima School District has submitted three petitions for three partial street and alley vacations on the Davis High School campus which include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between the alley east of South 8th Avenue and the alley west of South 6th Avenue, and (3) a portion of the alley located between South 6th and 7th Avenues. You are being asked to set the date for this public hearing before the Hearing Examiner for April 26, 2012. Resolution X Contract: Contract Term: Insurance Required? No Funding Source: APPROVED FOR SUBMITTAL: Ordinance Other (specify) Mail to: Amount: Expiration Date: Phone: City Manager STAFF RECOMMENDATION: Set April 26, 2012 as the date for a public hearing by the Hearing Examiner on RWV#002-12 BOARD/COMMISSION RECOMMENDATION: ATTACHMENTS: Click to download ❑ Resolution setting date for Hearing Examiner RESOLUTION NO. R-2012-36 A RESOLUTION fixing time for public hearing before the Hearing Examiner on April 26, 2012, for three petitions filed for three partial street vacations near the Davis High School campus which include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between the alley east of South 8t' Avenue and the alley west of South 6t' Avenue, and (3) a portion of the alley located between South 6th and 7th Avenues. WHEREAS, pursuant to RCW 35.79.010, three petitions have been filed with the City Clerk, requesting the vacation of portions of three streets or alleyways (or portions thereof) within the City of Yakima, a true copy of which petitions are attached and incorporated into this resolution, and WHEREAS, such petitions have been signed by the owners of more than two-thirds (2/3) of the property abutting upon the street or alley (or portion thereof) which are requested to be vacated, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The above -referenced petitions for vacation are hereby referred to the Hearing Examiner for a public hearing pursuant to section 1.43 080 of the City of Yakima Municipal Code The Hearing Examiner is directed to make written recommendation to the City Council regarding said petitions. The Hearing Examiner Public Hearing shall be held on April 26, 2012 at 9:00 a.m in the City Council Chambers of City Hall, which date and time are not more than sixty (60) days nor less than twenty (20) days after the passage of this resolution It is further resolved that the City Clerk give notice of the Hearing Examiner in the form and manner prescribed by RCW 35.79.020 and Section 1.43.080 of the City of Yakima Municipal Code. ADOPTED BY THE CITY COUNCIL this 6th day of March 2012. i!f" Mayor 0 1 u P j1 7 1 I-1 L 1 0 1 Lq AFFIDAVIT OF MAILING STATE OF WASHINGTON CITY OF YAKIMA RE: CL3#002-12, RWV#002-12, VAR#002-12, SEPA#005-12, ADJ#003-12 YSD Davis High School 212 S 6TH AVE I, Rosalinda Ibarra, as an employee of the City of Yakima Planning Division, have dispatched through the United States Mails, a Notice of Application, SEPA, Petition and Public Hearing. A true and correct copy of which is enclosed herewith; that said notice was addressed to the applicant and all { property owners of record within a radius of 300 feet of the 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 Th day of March, 2012. r 1 1 1 1 1 That I mailed said notices in the manner herein set forth and that all of the statements made herein are just and true. 4osalinda barra Planning Technician lO1JLYYLY/L — ARMSTRONG RENTALS LLC 1 161JL44L4/6 1813L4434b8 ARMSTRONG BIWLS LLC BETHLEHEM LUTHERAN CHURCH ■ of nvur, vn i51 KUU 801 TIETON DR SELAH, WA 989429624 SELO, WA 989429624 YAKIMA, WA 989023531 18132443467 BETHLEHEM LUT CHURCH 801 TIETON 18132443466 BETHLEHEM RAN CHURCH 801 T DR 18132443496 BETHLEHEM L CHURCH 801 T R YAKIM A 989023531 YAKIMA, WA 989023531 YA MA, WA 989023531 18132443458 18132441504 18132444455 BRENDALE FAMILY HOLDING TRUST BRYON ELLINGSON FAMILY LTD PNTR CENTRAL WA COMP MENTAL HLTH 732 SUMMITVIEW AVE # 651 6626 TACOMA MALL BLV PO BOX 959 YAKIMA, WA 98902 TACOMA, WA 98409 YAKIMA, WA 98907 :,tA'=�,,,:,��:;'`.t.5%iY. �:.i:S;.. orf �• - .;:4'-'. -fi:a e.:.".ti. :- ^-h'j•: � - _=�-1.., - 18132443432 18132441529 gr. _'_dub: _ " `�1'81-32443?tQ2;n �::�� • <v�::: a ��:., ..,:v;.. ��, COMMUNITY OF CHRIST DJK PROPERTIES LEMONjREVOCABLE LIVINGtTRUSTh 707 W SPRUCE ST PO BOX 2382 YAKIMA, WA 98902 YAKIMA, WA 989072382n YAKIMA WA 989023736�r ' 18132442427 18132442502 18132443431 MAID 0 CLOVER CORPORATION NEXT STEP HOUSING REORG H JESUS CHRIST LDS 207 S 6TH AVE 124 CRESTMONT DR 70 PRUCE ST YAKIMA, WA 989023436 OAKLAND, CA 94619 YAKIMA, WA 98902 18132443481 18132443469 18132442496 RKP INVESTMENTS LLC 1611 KAYS RD UNITY CHURCH OF THE VLY 401 S 8TH AVE VALLEY DAIRY FARMS INC PO BOX 1149 WAPATO, WA 98951 YAKIMA, WA 98902 ROY, WA 98580 18132442450 18132442449 18132442416 VALLEY D ARMS INC VALLEY DAIRY FA S INC VFW 379 PO 149 PO BOX 118 S 5TH AVE ROY, WA 98580 RO A 98580 , YAKIMA, WA 989023434 18132442418 18132441522 18132443457 VFW 379 WASHINGTON PROPERTIES LLC WILSON REAL ESTATE LLC 118 S 5TH 412 E PARKCENTER BLVD # 300 1104 E MEAD AVE YAKIM A 989023434 BOISE, ID 83706 UNION GAP, WA 98903 18132442426 18132444432 18132444422 YAKIMA CITY YAKIMA CITY & CO CRED UN 129 N 2N CITY OF YAKIMA¥ w htg PO BOX 2922 YAKIMff, WA 989012613 2301dFrultvale Blvd 3 = .,"' " YAKIMA WA 98907 =YAKIMA; WA'9890126- ; 2 , 18132442493 18132442494 18132442445 C/O PROPERTY VALUATION SERV YAKIMA HMA INC C/O PROPERTY VALUADON SERV YAKIMA H YAKIMA NATIONAL BANK FINANCIAL SERVICE 601 14400 METCALF AVE 14400 CALF AVE W WALNUT OVERLAND PARK, KS 66223 OVERLAND PARK, KS 66223 YAKIMA, WA 98902 18132442500 YAKIMA NATIONAL INANCIAL SERVICES 18132444406 YAKIMA SCHO 18132442483 INDEX YAKIM�So 601 W WA 104 N E 10 YAKIMA, WA 98902 YA A, WA 989022636 YAKIMA wA gRgn,)*)Fr, 1013L44J4UV I 1613L44643U IWAKIMASCHOOL#7 ® 1YAKimAcrunnl .. 18132443407 !VAvinnA crunni u-7 04 N 4TH AVE 104 N 4TH 104 YAKIMA 89022636 YAK A 989022636. YAKIMA, WA 989022636 R X"" � Y� '� yYa 'x '4etyi i --�•S1 ! } �'i S. '$132442452 t*es��a :CO,ttIZUtSU;.ak.. x..a=1:'°rad z.r ', '•;.a 18132443443 18132443444 . LFn YAKIMA SCH #7 YAKIMA SCH AKIMA-SCH k x 2 3'r *UW 104 104 N 4TH E VE OdsNs4T;FIhA„VE` "sll�� e :YAKIMA;;=VNA�;98.9022636"' YAKIMA WA 98902 YAKIMA, WA 98902 k �i8132443404 YAKIMA SCHOOL DIST 7 18132442420 YAKIMA SCH �STRICT#7 18132442419 SC TRICT #7 04 N 4TH AVE 104 N E �YAKIMA AVE AKIMA, 8902 YA A, WA 98902 IMA, WA 98902 8132442481 18132442482 18132443429 YAKIMA SCHOO ISTRICT #7 104 N 4TH A YAKIMA SCHOOL DI #7 104 N 4TH AV YAKIMA SCH00 CT #7 104 N AKIMA, A 98902 YAKIMA, 98902 YAKIMA, WA 98902 8132443405 18132443403 18132443442 AKIMA SCHOOL DIST 7 YAKIMA SCHOOL D #7 YAKIMA SCHOOL 0 7 04 N 4TH AVE 104 N 4TH A 104 N YAKIMA, 902 YAKIMA, A 98902 YAKIMA, WA 98902 18132444424 18132444429 18132444449 VALLEY CREDIT UNION YAKIMA VALLEY CREDIT UN YAKIMA VALLEY CREDIT 0AKIMA 0 BOX 2922 PO BOX 2922 PO BOX 292 AKIMA, WA 989072922 YAKIMA, WA 72922 YAKIMA,MA 989072922 18132444428 YAKIMA VALLE IT UNION 18132442475 A STEPHEN & CAROLTR YOUNG 18132441510 ABRAHAM & CECILIA BRAMBILA 0 BOX 7771 S NACHES RD 8908 MARGARET CT IAKA, WA 989072922 NACHES, WA 98937 YAKIMA, WA 98908 l8132444461 18132443450 18132443475 IMEE RUIZ ALFREDO MARTINEZ AMANDA LEMON 505 S 6TH AVE 307 S 8TH AVE PO BOX 541 1AKIMA, WA 98902 YAKIMA, WA 98902 YAKIMA, WA 989070541 8132443461 18132443479 18132443448 NDREA V CANTU BETTY J SCHROEDER BRIAN A HAMMONS 414 S 7TH AVE 306 S 8TH AVE 5000 CALIFORNIA AVE SW UNIT 402 AKIMA, WA 98902 YAKIMA, WA 98902 SEATTLE, WA 98136 lwl 18132443447 ooe18132443460 18132443547 RIAA HAM CAROL L HANFORD CAROL N KAUTZMAN ()o 000 C RNIA AVE SW UNIT 402 412 N 7TH AVE 207 S 8TH AVE SE LE, WA 98136 YAKIMA, WA 98902 YAKIMA, WA 989023358 DOC. D�E�X,,.,,e� 8132443531 P 18132444418 �� u 18132441513 CARROL B LANG I04 S 8TH AVE CORP # 605 BIMART CRAIG & MARILEE EERKES PO BOX 2310 PO BOX 6980 AKIMA, WA 989023312 EUGENE, OR 97402 KFNNF\A/IrK WA 44q:lrnano lU 1JLYY 1J ITI 101JL'+'4J'+L0 i 161SL44,J4/2 CRAIG & MARILEE EERKES DANIEL RICHARDS nnvnn i mri G PO BOX 6980,OOOW 501 S 7TH AVE 810 NE COUCH ST #104 KENNE , WA 993360409 YAKIMA, WA 98902 PORTLAND, OR 97232 18132444427 18132444440 18132444434 DAVID C & JANNIE CONNELL 810 MESA VISTA PL DEBRAH DAUGHS PO BOX 10906 DONALD G & KATHRYN MOEN 901 S 20TH AVE YAKIMA, WA 98901 YAKIMA, WA 98909 YAKIMA, WA 989024228 18132444435 18132443549 18132443480 DONALD G & YN MOEN ELISEO & SOILA MACIEL ELIZABETH OWENS 901 S 20 E YA , WA 989024228 207 S 8TH AVE # 3 YAKIMA, WA 98902 320 N 27TH AVE YAKIMA, WA 98902 18132442422 18132443449 18132443470 ELSINE STENBERG FRED G & SHARON M SCHULER GEORGE E COSON III PO BOX 3180 1915 DEL MORO ST 502 SOUTH 7TH AVE APT C YAKIMA, WA 989030180 KLAMATH FALLS, OR 976011804 YAKIMA, WA 98902 18132443446 18132443535 18132443462 ISAAC A & LEAH M JOHNSON JACK SCOTT JAMES E & MADELYN M WELLS 315 S 8TH AVE 212 S 8TH AVE 416 S 7TH AVE YAKIMA, WA 989023512 YAKIMA, WA 98902 YAKIMA, WA 98902 18132443455 18132443464 18132443454 JAMES G & BRENDA F PATTEN JAMES R MAHER JAMES W & CONNIE STONE 116 S 11TH AVE 4820 AVALANCHE AVE 750 STARVIEW RD YAKIMA, WA 989023204 YAKIMA, WA 98908 YAKIMA, WA 989039063 18132442484 18132443453 18132443484 JASON T & HEIDI ALVORD JEFFERY D & MELISSA M GRAY JEREMY E & SHERNELL L WILKENS 205 S 8TH AVE 301 S 8TH AVE 316 S 8TH AVE YAKIMA, WA 98902 YAKIMA, WA 98902 YAKIMA, WA 98902 18132444448 18132443530 18132443425 t JEROLD L & LUELLA WALKER JOHN H & SHERI K SCHUBERT JOSE BAHENA 1511 VALLEYWEST AVE 2017 S 52ND AVE 505 S 7TH AVE YAKIMA, WA 98908 YAKIMA, WA 989031015 YAKIMA, WA 98902 18132443451 18132443495 18132443546 JOSE JUAN & ARACELI TORRES JOSEPH & CHARLOTTE THORPE JOSEPH L ROBEL 305 S 8TH AVE 404 S 8TH AVE 670 HOFFMAN RD YAKIMA, WA 98902 YAKIMA, WA 98902 SELAH, WA 98942 18132443459 18132443494 18132443463 JOSEPH P & JOAN M DUFAULT JOSEPH SR & CHARLOTTE THORPE JOSH & RYAN BACCHUS PO BOX 8085 404 S 8TH AVE 2808 REMINGTON DR YAKIMA, WA 989088085 YAKIMA, WA 98902 ELLENSBURG, WA 98926 0 18132443445 18132443548 INDEX 18132443553 JUDAH B & ALYSSA SALI KARI FROEHLICH �G LORRAINE J EDWARDS 112 FULLER ST 1005 N 15TH ST _ 207 S 8TH AVE # 7 WENATCHEE, WA 98801 YAKIMA, WA 98901 YAKIMA_ WA gRgn,) 161JZ4434b.5 IIAGDALENO & GLORIA Y AYALA CARTEGENA I 1t51�Z44355Z JIARII YN A HFNRY 18132444460 .KAADin cAi nn/AR 907 TIETON DR 207 S 8TH AVE APT 6 2207 GRANT RD YAKIMA, WA 98902 YAKIMA, WA 989023358 E WENATCHEE, WA 988025131 8132443474 18132444446 18132443426 MARIO & SENOBIA MAYORGA MARK L & RHONDA L LORANZ MARK P & VICTORIA H TRANER 10 TIETON DR 506 S 6TH AVE 503 S 7TH AVE AKIMA, WA 989023530 YAKIMA, WA 989023505 YAKIMA, WA 98902 8132442421 18132443477 18132441503 MARK R LAUGHLIN MERLE & LINDA WARNSTADT MICHAEL G HOFF 4115 NE DAVIS CT 3351 AHTANUM S FRK 1201 BROWNE AVE ORTLAND, OR 972303364 YAKIMA, WA 989039017 YAKIMA, WA 98902 8132442476 18132443471 18132443554 YRTA J GARRISON NELSON NORTON NORMA L ZELAYA 324 GALLOWAY ST 504 S 7TH AVE - 207 S 8TH AVE #8 TEILACOOM, WA 983882702 YAKIMA, WA 989023511 YAKIMA, WA 98902 NIF 18132443551 18132443550 08132442474 ORMAN C ESLINGER PATRICIA ORONA PATRICIA L CASWELL 181 E SELAH RD 207 S 8TH AVE #5 207 S 8TH AVE #4 YAKIMA, WA 98901 YAKIMA, WA 98902 YAKIMA, WA 98902 18132443534 18132443433 18132443536 AUL J & BARBARA HARRIS RAFAEL & ANA B DIAZ REBECCA 1 & PAUL M JR HOFFMAN q0 BOX 812 211 S 8TH AVE 214 S 8TH AVE AKIMA, WA 989070812 YAKIMA, WA 98902 YAKIMA, WA 989023312 .En'� SHY„:iN?:'}:�>"dCy�l •.,1L%ns�:v�pHt.i i:tr;l:f<'v>rh:f y` - y?':9�.+'r`.A.�: ,°«lNm 18132441521 18132444444 �tlf:�fwCe;'HAerRDC4a$4083:44 t° RICHARD J & CHUCK BAUGARDERi ROBERT CLARENCE HAAK 97WNGO'LNIAVE;A#:?29,"ri'w '�fiar �,i 308 PAULSON PL PO BOX 403 AKIMA`�WA�98908}}k`$ a YAKIMA, WA 98908 YAKIMA, WA 989070403 ��i�•�#,,y.�{'Pd��� 'r M'G { Yi 9� ttl f - bio . .� R8132444445 18132442423 18132443456 OBERT CLA E HAAK ROGER LANE ROGER & SALLY PRYOR POB40404iff 710 W WALNUT ST 404 S 7TH AVE 'AKIMA, WA 989070403 YAKIMA, WA 98902 YAKIMA, WA 98902 18132443424 18132443478 �8132443452 YAN LOW RYAN S CARLSON SAM SALAZAR 308 S 8TH AVE 3503 COMMONWEALTH RD 304 S 8TH AVE JAKIMA, WA 98902 YAKIMA, WA 989011238 YAKIMA, WA 98902 18132444447 18132442485 18132444439 1COTt R & SHELLY D BROWN SEAN & RACHEL DORN SUSAN P ERICKSON 08 S 6TH AVE 203 S 8TH AVE PO BOX 1122 YAKIMA, WA 98902 YAKIMA, WA 989023311 YAKIMA, WA 989071122 a INDEX 8132443537 18132443532 18132442501 TERESITA R STREW TERRA GRANDMASON "' TERRY D & ARLYS B GODDARD I208 BELL AVE 206 S 8TH AVE 312 N MIZE RD AKIMA, WA 989083311 YAKIMA, WA 989023312 YAKIMA- WA 9R9nR 101.JL44a4L/ 1 1013L44L4L4 1 134 / J '1 - �J THOMAS R & SHIRLEY JOLLY /ALERIE MEANS 'Total Parcels - YSD Davis High School - 413 S 34TH AVE 710 W WALNUT # 4 CL3#002-12, RWV#002-12, VAR#002-12, YAKIMA, WA 98902 YAKIMA, WA 98902 SEPA#005-12, ADJ#003-12 Paul D. Edmondson Yakima Valley Trolleys PO Box 384 Yakima, WA 98907 Ken Johnson Yakima Valley Trolleys PO Box 161 Renton, WA 98057-0161 Ed E. Neel Yakima Valley Trolleys 5108 Lyons Loop Yakima, WA 98903 Phil Hoge Yakima County Planning Philhose@aol.com SEPA RE'. ;WING AGENCIES _updated 11.05 '- Form List Page 1 of 2 Ahtanum Irrigation District Cascade Natural Gas Department of Commerce xecutive Assistant, Beth Ann Brulotte Field Facilitator, Jim Robinson Growth -Management Services ab4216 charter.net Jim.robinsongcn cg com reviewteam@commerce':wa.gov tepartment of Ecology Department of Natural Resources Department of Social & Health Services SEPA Policy Lead, Annie Szvetecz Assistant Land Manager, Linda Hazlett Andrew Jenkins e aunit ec .wa. ov Linda.hazlettgdnr.wa.gov.. andrewJenkins(@,dshs.wa.gov Jeanne Rodriguez Jeanne. rodriguez(a,dsh s. wa.gov �ept of Archaeology & Historic Preservation Dept of Archaeology & Historic Preservation Engineering Division ocal Government Archaeologist, Deputy State Historic Preservation Officer, City Engineer, Doug Mayo Gretchen Kaehler Greg Griffith dmayona,ci.yakima.wa.us retchen.Kaehler dah .wa. ov Greg.griffith@dahp.wa.gov ob Hill Water Association Office of Rural and Farm Worker U.S. Army Corps of Engineers ngineering Technician, Jenna Leaverton Housing Regulatory Branch Project Manager, enna nobhillwater.or Marty Miller Karen Urelius Martvm2@orfh.org Karen.M.Urelius@usace.armymil Wastewater Division West Valley School District WSDOT Planning Engineer, astewater Manager, Scott Schafer Asst. Supt. Of Business & Operations, Paul Gonseth Schafer ci. akima.wa.us Angela Watts gonsetp@wsdot.gov wattsaAwvsd208.or2 RVSDOT Development Services, Yakama Bureau of Indian Affairs Yakama Bureau of Indian Affairs Rick Holmstrom Superintendent, Bud Robbins Deputy Superintendent for'Trust Services, olmstr wsdot.wa.gov Bud.robbins@bia.gov ov Steve Wangemann Steve.wan emanngbia.gov Iakama Bureau of Indian Affairs Yakama Nation Environmental Management Yakama-Klickitat Fisheries Project nvironmental Coordinator, Rocco Clark Program Environmental Review Coordinator, John Marvin occo.clark bia. ov Kristina Proszek jmarvingyakama.com enviroreview@yakama.com Kakima Air Terminal Yakima County Commissioners Yakima County Public Services irport Asst Manager, Carl Remmel Commissioners.web@co.yakima.wa.us Planning Director, Steven Erickson Carl.remmel@yakimaairterminal.com Steven.Ericksongco.yakima.wa.us Yakima County Public Services Yakima Greenway Foundation Yakima Health District blic Services Director, Vern Redifer tulem.redifergco.yakima.wa.us Executive Director, Al Brown Director of Environmental Health, al@yakimaareenw4y.org Gordon Kelly DOC.DEX gordon.kellygeo.yakima.wa.us akima Regional Clean Air Agency Engineering & Planning Supervisor, Yakima Valley Conference of Yakima Valley Museum Tahat Governments, Planner Shawn Conrad Director, John A. Baule tasan 'asan(a-),vrcaa.or conrads(a,yycofrg johnna,yakimavalleymuseum.org unambe: of commerce I City of Union Gap Department of Agriculture 10 North 9th Qtreat 'n n u,,., 11 Ano — _„ , Yakima, WA 98901 Union Gap, WA 98903 i-�,,i,y ivx%,j ,am P.O. Box 42560 Olympia, WA 98504 Department of Ecology Department of Fish & Wildlife Department of Fisheries Gwen Clear Mark Teske Eric Bartrand 15 West Yakima Ave, Ste# 200 201 North Pearl 1701 South 24th Ave Yakima, WA 98902 Ellensburg, WA 98926 Yakima, WA 98902 Environmental Protection Agency Federal Aviation Administration Federal Aviation Administration, Seattl 1200 6th Ave. MS 623 2200 W. Washington Ave Airports District Office Airport Planner Seattle, WA 98101 Yakima, WA 98903 Cayla Morgan 1601 Lind Ave SW Renton, WA 98055-4056 Pacific Power Q -West Soil Conservation District Mike Paulson Tom McAvoy Ray Wondercheck 500 North Keys Rd 8 South 2nd Ave, Rm#304 1606 Perry Street, Ste. F Yakima, WA 98901 Yakima, WA 98902 Yakima, WA 98902 WA State Attorney General's Office WA State Dept of Health, Office of WA State Emergency Mgmt Division 1433 Lakeside Court, Ste# 102 Drinking Water Mitigation, Analysis, & Planning Mariag� Yakima, WA 98902 Christine Collins Chuck Hagerhjelm 16201 E Indiana Ave, Ste# 1500 Building 20 Spokane Valley, WA 99216 Camp Murray, WA 98430-5122 WSDOT, Aviation Division Yakama Indian Nation Cultural Resources Yakama Indian Nation Yakima Tribal John Shambaugh Program Council 18204 59th Drive NE, Ste. B Johnson Meninick Ruth Jim Arlington, WA 98223 P O. Box 151 P.O. Box 151 Toppenish, WA 98948 Toppemsh, WA 98948 VA -;ma Qrhnnl n;ctri�t Cnr.ar;ntP,, io„+ n--- 11 -r Elaine Beraza 104 North 4th Ave Yakima, WA 98902 Type of Notice: l File Number: Z Date of Mailing: 3 �— 0 0 i C C 1 1 1 1 1 1 1 1 1 1 1 1 1 In -House Distribution E-mail List Name . Division E-mail Address Dan Ford Engineering dford2ci.yakima.wa.us Sandy Cox Code Administration scoxnci.yakima.wa.us Jeff Cutter Legal Dept jcutter2ci.yakima.wa.us Archie Matthews ONDS amatthew(d7ci.yakima.wa.us Brandon Dorenbush Fire Dept bdorenbu2ci.yakima.wa.us Michael Morales CED Dept mmorales2ci.yakima.wa.us Jerry Robertson Code Administration jroberts iZci.yakima.wa.us Royale Schneider Code Administration rschneid ebci.yakima.wa.us Mike Shane Water/Irrigation mshane2ci.yakima.wa.us Nathan Thompson Code Administration nthompso gi.yakima.wa.us Kevin Futrell Transit Division kfutrellgci.yakima.wa.us Dave Brown Water Division dbrown@ci.yakima.wa.us Carolyn Belles Wastewater Division cbelles@ci.yakima.wa.us For the Record/File Binder Copy PAj Type of Notice: � File Number(s): U-5.ftz- 12 D, Date of Mailing: :,.1- I %r -I I E)OC. ONDEX Ibarra, Rosalinda From: Ibarra, Rosalinda Sent: Wednesday, March 07, 2012 1.57 PM To: 'philhoge@aol.com' Subject: FW: 03-07-2012 Press Release: Ntc App, SEPA, and Hearing - YSD Davis - CL3 RWV VAR ADJ SEPA Attachments: NTC APP SEPA PETITION HEARING - YSD Davis HS- CL3 RWV VAR SEPA ADJ pdf FYI Rosalinda Ibarra Planning Technician ribarra@ci.yakima.wa.us (509) 575-6183 From: Ibarra, Rosalinda Sent: Wednesday, March 07, 2012 1:49 PM To: Belles, Carolyn; Brown, Dave; Cox, Sandy; Cutter, Jeff; Denman, Glenn; Dorenbush, Brandon; Ford, Dan; Futrell, Kevin; Ibarra, Rosalinda; Matthews, Archie; Morales, Michael; Robertson, Jerry; Schneider, Royale; Shane, Mike; Thompson, Nathan; Ahtanum Irrigation District - Beth Ann Brulotte; Cascade Natural Gas - Jim Robinson; Department of Commerce (CTED) - Review Team; Department of Ecology - SEPA Unit; Department of Natural Resources - Linda Hazlett; Department of Social & Health Services - Andrew Jenkins; Department of Social & Health Services - Jeanne Rodriguez; Dept Archaeology & Historic Preservation - Greg Griffith; Dept Archaeology & Historic Preservation - Gretchen Kaehler; Mayo, Doug; Nob Hill Water Association - Jenna Leaverton; Office of Rural & Farmworker Housing - Marty Miller; US Army Corps of Engineers - Karen M. Urelius; Wastewater Division - Scott Schafer; West Valley School District - Angela Watts; WSDOT - Paul Gonseth; WSDOT - Rick Holmstrom; Yakama Bureau of Indian Affairs - Bud Robbins; Yakama Bureau of Indian Affairs - Rocco Clark; Yakama Bureau of Indian Affairs - Steve Wangemann; Yakama Nation Environmental Mgmt Program - Kristina Proszek; Yakama-Klickitat Fisheries - John Marvin; Yakima Air Terminal - Aiport Manager; Yakima County Commissioners; Yakima County Planning Director - Steven Erickson; Yakima County Public Services Director, Vern Redifer; Yakima Greenway Foundation - Al Brown; Yakima Health District - Gordon Kelly; Yakima Regional Clean Air Agency - Hasan Tahat; Yakima Valley Conference of Governments - Shawn Conrad; Yakima Valley Museum - John A. Baule Cc: Bonds, Randy; Brown, Michael; Daily Sun News - Bob Story; EI Sol de Yakima - Joseph Trevino; KAPP TV - David Mance; KAPP TV News; KBBO-KRSE Radio - manager; KCJT TV News; KDNA - Gabriel Martinez; KDNA Radio; KEPR TV News; KIMA TV - Jim Niedelman; KIMA TV News; KIT/KATS/DMVW/KFFM - Lance Tormey; KNDO TV - Julie Stern; KNDO TV News; KUNS-TV Univision; KVEW TV News; Lozano, Bonnie; NWCN News; NWPR - Anna King; Tu Decides - Albert Torres; UNIVISION TV - Marta Isabel Sanchez; VIVA - Fernando Aceves; Yakima Herald Republic - Adriana Janovich; Yakima Herald Republic - Chris Bristol; Yakima Herald Republic - Craig Troianello; Yakima Herald Republic - Erin Snelgrove; Yakima Herald Republic - Mai Hoang; Yakima Herald Republic - Mark Morey; Yakima Herald Republic - Scott Mayes; Yakima Herald Republic Newspaper; Yakima Valley Business Journal; Yakima Valley Business Times; Yakima Valley Business Times - George Finch; YPAC - Randy Beehler Subject: 03-07-2012 Press Release: Ntc App, SEPA, and Hearing - YSD Davis - CL3 RWV VAR ADJ SEPA Randy, please post to: http://www.vakimawa-gov/services/planning/Noticeofap.asp Thanks! Wqsafin4 Ibarra Planning Technician ribarra@ci.yakuna.wa.us City of Yakima 129 North 2nd Street Yakima, WA 98901 p: (509) 575-6183 f: (509) 575-6105 1 u L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [ d i ............ a -Ad Proof - This is the proof of your ad scheduled to run on the dates indicated below. Please proof read notice carefully to check spelling and run dates, if you need to make changes Date: 03/05/12 Account #: 110358 Company Name: CITY OF YAKIMA/YAKIMA PLANNING Contact: ROSALINDA IBARRA Address: DEPT OF COMM/ECON DEVELOPEMENT Stop: 129 N 2ND STREET Total Cost: YAKIMA, WA 989012720 Telephone: (509) 575-6164 Account Rep: Simon Sizer Phone # (509) 577-7740 Email: ssizer@yakimaherald.com Ad ID: 177122 Start: 03/07/12 Stop: 03/07/12 Total Cost: $167.75 Agate Lines: 174 # of Inserts: 2 Ad Class: 6021 Run Dates. Yakima Herald -Republic 03/07/12 YakimaHerald.com 03/07/12 NOTICE OF APPLICATION, ENVIRONMENTAL REVIEW AND HEARING DATE: March 7, 2012 TO: Applicant and Adjoining Property Owners FROM: Joan Davenport, Planning Manager SUBJECT: Modernization and expansion of Davis High School - CL3#002-12, RWV#002-12, VAR #002-12, ADJ#003-12 and SEPA#005-12 NOTICE OF APPLICATION: The City of Yakima Department of Community & Economic Development has received applications from Loofburrow Wetch Architecture, on behalf of the Yakima School District for the proposed modernization and expansion of the existing Davis High School campus. The subject prop- erty is located in the vicinity of 212 South 6th Avenue and is zoned Multi -Family Residential (R-3). New additions will increase the school's size to approxi- mately 328,000 square feet on various levels. Con- struction will include partial and full demolition of some existing buildings, a combination of new construction and modernization of the existing buildings. Variances to the maximum building height are requested for two proposed buildings near 7th and Walnut Avenues, and also the existing auditorium in order to retain its non- conforming height following modernization. Traffic and parking proposals include the vacation of portions of S. 7th Ave., West Spruce Street, and an alley between 6th and 7th Avenues. 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, pursuant to the Washington State Environmental Policy Act (SEPA) under WAC § 197-11- 926 for the review of this project. Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. This may be your only opportunity to com- ment. All written comments received by March 27, 2012 will be considered prior to issuing the final SEPA determination on this application. NOTICE OF PUBLIC HEARING: This conditional land use applica- tion, right-of-way vacation and height variance request requires that the Hearing Examiner hold a public hear- ing prior to rendering a decision on the land use appli- cation and height variance, and a recommendation to the City Council on the right-of-way vacation. This public hearing has been scheduled for Thursday, April 26 2012, beginning at 9:00 a m in the Coun- cil Chambers, City Hall 129 N 2nd Street, Yakima, WA. Any person desiring to express their views on this matter is invited to attend the public hearing or to submit their written comments to: Joan Davenport, Planning Manager, City of Yakima Planning Division, 129 North 2nd Street, Yakima, WA 98901, or e-mail your comments to: cwilson@ci.yakima.wa.us. The file containing the complete application for this proposal is available for public review at the City of Yakima Plan- ning Division, 2nd floor City Hall, 129 North 2nd Street, Yakima, Washington. If you have any questions on this proposal, please call Christine Wilson, Assistant Plan- ner at (509) 576-6736 or email to cwilson @ci.yakima. wa.us. (177122) March 7, 2012 Courtesy of Yakima Herald -Republic t n L' 0 P11, 0 J 1 11 � I 11 tIbarra Rosalinda From: ssizer@yakimaherald corn Sent: Monday, March 05, 2012 5,58 PM To: Ibarra, Rosalinda tSubject: Ad. 177122, NOTICE OF APPLICATION, ENVIRONMENTAL Attachments: IBARRA-27-177122-1 pdf 1 I've scheduled this legal notice for 3/7, for a cost of $167.75. 1 1 FJ 11 fl 1 City of Yakima • • • Planning Department 129 N 2nd St ' Yakima, WA 98901 Date of Notice of Application - 03/07/20.12 Project Name: YSD -DAVIS HIGH SCHOOL��� Location. 212 S 6TH AVE 12 Proposal. Proposed partial demolition, modernization and expansion of the existing Davis High School, including vacation of portions of S. 7th Ave., West Spruce Street, and an alley between 6th and 7th Avenues, a skybridge and a pedestrian courtyard on vacated 7th Avenue, and improvements to Lion's Park including addition of parking and replacement of the existing tennis courts. A land use application has been submitted near your property This is your notice of that application. To view information on-line go to. http://www.ciyakima.wa.us/postcard When prompted enter CL3#002-12 in the Application ID text box. Click the Submit button to view the land use application information. More information is available from the City of Yakima Planning Division, 129 North 2nd Street, Yakima, WA 98901 or call (509) 575-6183. Chris Wilson/576-6736/Assistant Planner/cwilson@ci yakima.wa.us Decisions and future notices will be sent to anyone who submits comments on this application or requests additional notice. Comments may be submitted in writing to the address above or by email to: planning@ci.yakima.wa.us - Please include the Application ID in the email subject line. Also include your name and address in the email. Written or emailed comments must be received by 5:OOpm on 03/27/2012 Public Hearing Date: 04/26/2012 Public hearings are scheduled to begin at 9.00am in the Yakima City Council Chambers of City Hall located at: 129 North Second Street, Yakima, WA 98901 This application may include multiple land use types, including compliance with the State Environmental Policy Act (SEPA). For specific information, please contact the Planning Division. Si necesita informaci6n en espahol por favor Ilame al (509)575-6183. Application Submitted: 01/27/2012 Application Complete: 02/22/2012 City of Yakima Planning Department 129 N 2nd St Yakima, WA 98901 LAND USE PUBLIC NOTICE Location of Proposed Action SITE m 8 m Division St Location of Proposed Action 11 1 rJ I NOTICE OF APPLICATION, ENVIRONMENTAL REVIEW, PETITION AND PUBLIC HEARING DATE: March 7, 2012 T0- Applicant and Adjoining Property Owners FROM. Joan Davenport, Planning Manager SUBJECT: Modernization and expansion of Davis High School — CL3#002-12, RWV#002-12, VAR #002-12, ADJ#003-12 and SEPA#005-12 NOTICE OF APPLICATION The City of Yakima Department of Community & Economic Development has received applications from Loofburrow Wetch Architecture, on behalf of the Yakima School District for the proposed modernization and expansion of the existing Davis High School campus. The subject property is located in the vicinity of 212 South 6th Avenue and is zoned Multi -Family Residential (R-3). New additions will increase the school's size to approximately, 328,000 square feet on various levels Construction will include partial and full demolition of some existing buildings, a combination of new construction and modernization of the existing buildings Variances to the maximum building height are requested for two proposed buildings near 7 and Walnut Avenues, and also the existing auditorium in order to retain its non -conforming height following modernization. Traffic and parking proposals include the vacation of portions of S 7th Ave , West Spruce Street, and an alley between 6th and 7th Avenues. A skybridge and pedestrian courtyard are proposed on vacated 7th Avenue An Administrative Adjustment to the required number of parking spaces from 1358 to 398 on- site spaces and an adjustment to the site screening standard along the alley between 7th and 8th Avenues is also requested In addition, the Yakima School District is working with the City of Yakima Parks and Recreation Division for improvements to Lion's Park, which include the addition of parking and replacement of the existing tennis courts No current or future modifications are proposed to the existing trolley tracks that run through 6th Avenue The application was determined to be complete for processing on February 22, 2012. 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, pursuant to the Washington State Environmental Policy Act (SEPA) under WAC § 197-11-926 for the review of this project. The City of Yakima has reviewed the proposed project for probable adverse environmental impacts and expects to issue a Mitigated Determination of Nonsignificance (MDNS) for this project. The Optional DNS process in WAC § 197-11-355 is being used 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 Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its 'I probable environmental impacts. This may be your only opportunity to comment. All written comments received by March 27, 2012 will be considered prior to issuing the final SEPA determination on this application The following conditions have been identified that may be used to mitigate any adverse environmental impacts of the proposal. 1 The proponent shall install a standard -sized Yakima Transit bus pullout as determined by the City Engineer and/or Traffic Engineer and two passenger shelters along West Walnut Avenue between 7th and 8th Avenues on the south side of the street east of the alley Dedication of right- of-way or an easement shall be required if adequate right-of-way does not exist to accommodate these improvements 2. The proponent shall implement mitigations recommended in the A.0 Davis High School Transportation Impact Study conducted by Transpo Group, dated October 2011 All new street lighting that may be required shall be induction type lighting on unclassified roadways and LED type lighting on the classified roadways. 4 For additional safety measures, warning devices such as beacons or signals or improved intersection lighting may be required. 5 Following street vacation, additional signage is required at Spruce Street and 8th Avenue to indicate that Spruce Street is no longer a through street. 6 Improvements to adjacent streets and intersections shall be subject to final approval by the City Engineer and shall meet, at a minimum, the current design standards of the City of Yakima. Modification of intersections may not be limited to adjacent frontage improvements only Any improvements such as pedestrian/ADA improvements made on the applicant's side of the roadway may, in the interest of public safety and traffic considerations, cause improvements or modifications to the opposite side of the road These shall include lighting, signing, and signalization if determined necessary by the City Engineer NOTICE OF PUBLIC HEARING This conditional land use application, right-of-way vacation and height variance request requires that the Hearing Examiner hold a public hearing prior to rendering a decision on the land use application and height variance, and a recommendation to the City Council on the right-of-way vacation. This public hearing has been scheduled for Thursday April 26 2012 beginning at 9.00 a m in the Council Chambers, City Hall, 129 N 2nd Street Yakima WA Any person desiring to express their views on this matter is invited to attend the public hearing or to submit their written comments to, City of Yakima, Planning Division, 129 N 2nd St., Yakima, WA 98901. REQUEST FOR WRITTEN COMMENTS Your views on the proposal are welcome Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its possible environmental impacts All written comments received by March 27, 2012, will be considered prior to issuing the Final SEPA Determination. Written comments on the Type (3) and Variance applications will be accepted through the hearing date Your comments on this project may be mailed to. Joan Davenport, Planning Manager City of Yakima Planning Division 129 North 2nd Street Yakima, WA 98901 or e-mail your comments to cwilson(a),ci.yakima.wa.us. Please reference the applicant's name or file number(s) in your correspondence Davis High School — CL3#002-12, RWV#002-12, VAR #002-12, ADJ#003-12 and SEPA#005-12 1 I� t L JIB i 1 'I Required Permits: Demolition Permit, Building Permit, Dust Control Permit, Stormwater Site Plan Required Studies: None Existing Environmental Documents- A.C. Davis High School Transportation Impact Study, and Report of 'I Geotechnical Site Investigation 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 'I Urban Area Comprehensive Plan. The file containing the complete application for this proposal is available for public review at the City of Yakima Planning Division, 2nd floor City Hall, 129 North 2nd Street, Yakima, Washington If you have any questions on this proposal, please call Christine Wilson, Assistant Planner at (509) 576-6736 or e-mail at: cwilson(c)ci.vakima.wa. us. Encl. Narratives, Site Plans and Mailing Map RESOLUTION NO. R-2012-36 A RESOLUTION fixing time for public hearing before the Hearing Examiner on April 26, 2012, for three petitions filed for three partial street vacations near the Davis High School campus which include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between the alley east of South 8th Avenue and the alley west of South 6th Avenue, and (3) a portion of the alley located between South 6th and 7th Avenues. WHEREAS, pursuant to RCW 35.79.010, three petitions have been filed with the City Clerk, requesting the vacation of portions of three streets or alleyways (or portions thereof) within the City of Yakima, a true copy of which petitions are attached and incorporated into this resolution; and WHEREAS, such petitions have been signed by the owners of more than two-thirds (2/3) of the property abutting upon the street or alley (or portion thereof) which are requested to be vacated, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The above -referenced petitions for vacation are hereby referred to the Hearing Examiner for a public hearing pursuant to section 1.43.080 of the City of Yakima Municipal Code. The Hearing Examiner is directed to make written recommendation to the City Council regarding said petitions. The Hearing Examiner Public Hearing shall be held on April 26, 2012 at 9:00 a.m. in the City Council Chambers of City Hall, which date and time are not more than sixty (60) days nor less than twenty (20) days after the passage of this resolution. It is further resolved that the City Clerk give notice of the Hearing Examiner in the form and manner prescribed by RCW 35.79.020 and Section 1.43.080 of the City of Yakima Municipal Code. ADOPTED BY THE CITY COUNCIL this 6th day of March 2012. ATTEST: /s/ Sonya Claar Tee City Clerk /s/ Micah Cawley Mayor ll 1 n 1 C r C t BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 'I For Meeting of: March 6, 2012 'I ITEM TITLE: Resolution to Set April 26, 2012 for a public hearing before the Hearing Examiner for three partial street and alley vacations on the Davis High School campus. �I SUBMITTED BY: Joan Davenport, Acting CED Director CONTACT PERSONITELEPHONE: Christine Wilson, Assistant Planner 576-6736 'I SUMMARY EXPLANATION: Yakima School District has submitted three petitions for three partial street and alley vacations 'I on the Davis High School campus which include: (1) a portion of South 7th Avenue between West Walnut Avenue and West Pine Street, (2) a portion of West Spruce Street between'the alley east of South 8th Avenue and the alley west of South 6th Avenue, and (3) a portion of the 'I alley located between South 6th and 7th Avenues. You are being asked to set the date for this public hearing before the Hearing Examiner for April 26, 2012. Resolution X Ordinance Other (specify) Contract: Mail to: Contract Term: Amount: Expiration Date: Insurance Required? No Funding Phone: Source: APPROVED FOR City Manager SUBMITTAL:` STAFF RECOMMENDATION: Set April 26, 2012 as the date for a public hearing by the Hearing Examiner on RWV#002-12 BOARD/COMMISSION RECOMMENDATION: ATTACHMENTS: Click to download O Resolution setting date for Hearing Examiner CITY OF YAKIMA ' LAND USE ACTION INSTALLATION CERTIFICATE Project Number: L Date of Installation: Site Address: tlis Location of Installation Check One) Land Use Action Sign is installed per standards described in YUAZO § 15.11.090(C). Land Use Action Sign is installed in an alternate location on the site. Note: this alternate location (if not pre -approved by the Code Administration and Planning Manager) may not be acceptable by the Code Administration and Planning Division and is subject to relocation (at the owner's expense) to a more visible site on the property. The alternative location is: I hereby testify that the sign installed fully complies with the Land Use Action sign layout specifications and installation standards, and that the sign will be maintained until a decision has been rendered. Applicants Name (please print) Date 72` 1`Z� Applicants Signature Telephone Number of Applicant -7 3 - -7 I The requJ, ent .period l _--g be iq when the Code Administration and Planning Division have Y. Division the Land Use Action Sign Installation Certification. The date of inst 1laii.on''"certificate receipt will begin the notice penod. Failure to post a Land Use Action sign and return this form in a timely manner will cause a delay in the application review. Please remit the above certification and deliver; -FAX at 509-575-6105; or mail to: City of Yakima, Code Administration and Planning Division, 129 North Second Street, Yakima, WA 98901. DEPARTMENT OF COMMUNIT17AND ECONOMIC DEVELOPMENT 129 North Second Street Yakima, Washington 98901 Phone: (509) 575-6113 e Fax (509) 576-6792 Michael Morales, Director March 2, 2012 Loofburrow Wetch Architects Attn: David Peterson 201 West Yakima Avenue Yakima, WA 98902 Ory ?012 PIA A IVII YA�I�A G O/V Subject: Notice of Decision for Transportation Concurrency Davis High School Dear Applicant, Enclosed is the Decision for the Transportation Concurrency Analysis of the proposed Davis High School redesign at 212 S. 6th Avenue, within the City of Yakima, Washington. This development has been APPROVED for Concurrency Analysis. Concurrency review determined that reserve capacity is available on all impacted arterial streets. Concurrency review does not evaluate impact to local access streets or street intersections. This review does not include safety or site design issues which will be addressed at the project review level of zoning and SERA. This review concluded that the proposed development will not exceed the capacity of the arterial street system and reserve capacity exists on all impacted arterial streets. �I Please review the enclosed report. You may appeal the Findings of this report or request Administrative Reconsideration within fifteen (15) days from the date of mailing of this Notice. Appeal forms and procedures are available at the 'I Department of Community and Economic Development. If you have any {{ questions, please call me at (509) 576-6797. Sincerely, ` ; 1 -YW) ') Brett H. Sheffield, PE Chief Engineer Enclosure 'I cc: Rosalinda Ibarra Doc. 'I NDEX Yakima Code Administration 575-6121 • Engineering 575-6111 Neighborhood Services 575-6101 • Planning 575-6183' 'I 994 City of Yakima, Washington RECEIVED Engineering Division Transportation Concurrency Analysis MAR 0 2 2012 Date of Review: March 2, 2012 CITY OF YAKIMA Review Prepared by: Brett H. Sheffield, Chief Engineer, (509) 576-6797 PLANNING DIV. Proposed Development: High School Re -Construction Subject Address: 212 S. 6th Avenue ITE Land Use: LU #530, High School (3.23 PM Peak Hour Trips per employee) [3.23 * 152] = 491 PM Peak Hour Trips Expected Net PM Peak Hour Trip Generation. 491 PM Peak Hour trips Average Weekday Trips = 3,000 Summary of Impact: The applicant, Loofburrow Wetch Architects, proposes to re -construct Davis High School, located at 212 S. 6th Avenue, within the city of Yakima, Washington. Traffic from this new development will enter the Arterial Street system on Walnut Avenue. City of Yakima Administrative procedures for Concurrency Analysis use the PM Peak hour trip of the adjacent street for the selected land use category. Based upon local data, City of Yakima Traffic Volumes for PM Peak Hour is assessed as 8.7% of total Average Daily Traffic (ADT). Peak hour reserve capacity includes any vehicle trips previously assigned under the Concurrency Ordinance. City of Yakima Transportation Concurrency assesses arterial street segment capacity only and does not address intersection capacity. Summary of Impact to City of Yakima Arterial Streets: This application has been reviewed and approved for consistency with YMC 12.08 Transportation Capacity Management Ordinance. This development will not exceed the PM peak hour capacity of the City Arterial street system and reserve capacity exists on all impacted streets. This review does not include any site development or safety issues which may be discussed at the project level or SEPA review. The review does not address intersection level of service. Transportation Capacity Analysis Page l of 2 L' 1 Seg # Street Segment Total ADT PM Pk Hr Vol. Peak Hr Cap. Peak Hr Reserve Cap. New Dev. PM Pk Hr Impact 2006-2011 Con- currency Trips Resulting Pm Pk Hr Capacity V/C Segment LOS (V/C Ratio) 26 1st St. MLK to Yakima Ave 19,614 1,706 3,600 1,894 25 16 1,853 049 A 27 1st St.. Yakima to Walnut 16,516 1,437 3,600 2,163 25 59 2,079 042 A 28 1st St. Walnut Ave to Pacific Ave 18,292 1,591 3,600 2,009 25 80 1,904 0.47 A 33 3rd Ave: Lincoln Ave to Yakima 4,977 433 1 3,200 2,767 40 37 2,690 0.16 A 34 3rd Ave: Yakima to Walnut 7,103 618 3,200 2,582 75 23 2,484 0.22 A 35 3rd Ave: Walnut to Division 11,398 992 3,200 2,208 100 13 2,095 0.35 1 A 36 3rd Ave: Division to Nob Hill 18,353 1,597 3,200 1,603 100 23 1,480 0.54 A 42 5th Ave. MLK to Yakima 7,093 617 3,600 2,983 25 249 2,709 0.25 A 43 5th Ave: Yakima to Walnut 12,050 1,0481 3,600 2,552 50 30 2,472 0.31 A 44 5th Ave: Walnut to Tieton 8,166 710 3,200 2,490 50 0 2,440 0.24 A 45 5th Ave: Tieton to Division 7,677 668 3,200 2,532 150 0 2,382 0.26 A 142 Yakima Ave: 7th Ave to 5th Ave 16,450 1,431 3,200 1,769 25 139 1,605 0.50 A 143 Yakima Ave: 5th Ave to 3rd Ave 17,810 1,549 3,200 1,651 25 102 1,524 0.52 A 144 Yakima Ave: 3rd Ave. to 1 st St. 19,625 1,707 3,200 1,493 60 47 1,386 0.57 A 145 Yakima Ave: 1st St to 31'd St 16,888 1,469 3,200 1,731 60 124 1,547 052 A 154 Walnut Ave: 7th Ave to 5th Ave 6,890 599 2,400 1,801 200 10 1,591 0.34 A 155 Walnut Ave: 5th Ave to 3rd Ave 14,330 1,247 3,600 2,353 100 13 2,240 0.38 A 156 Walnut Ave: 3rd Ave to Ist St. 15,800 1,375 3,600 2,225 100 62 2,063 0.43 A 157 1 Walnut Ave: I st St. to 3rd St. 11,200 974 3,200 2,226 50 69 2,107 0.34 A 167 Tieton Dr: 10th Ave to 5th Ave 12,850 1,118 31200 2,082 75 0 2,007 1 0.37 A 168 Division. 5th Ave to 3rd Ave 5,325 463 1,600 1,137 75 0 1,062 0.34 A MAR 0 2 2012 CITY OF YAKIMA PLANNING DIV. Transportation Capacity Analysis ' Page 2 of 2 t.. Date: zi�.alY9aAItXLIr• v[I.VtYf1YLVIVIII/11V"r_UU1VV/VIIU"FJ VrJ,UrIV]r_jyI Planning DA sion 129 North Second Street, 2nd Fioor Yakima, lashington 95901 (509) 575-6153 E Fax (509) 575-6105 w w w. b u ildingyakitna. coin � www.ci.yaki.rtra.wa.uslserviceslpla®z9aiy,gl February 22, 2012 To: Scott Izutsu Yakima School District 104 N. 0' Avenue Yakima, WA 95902 Subject: File Numbers: Proposal: Location: Parcel Numbers: Bear Mr. lzutsu, Determination of Application Completeness CL3 #002-12, RW V#002-12, ADI#003-12, SEPA #005-12, and VAR #002-12 Modernization and expansion of Davis High School 212 South 6`h Avenue, Yakima, Washington. See file Your land use applications for the above-mentioned project were received on January 27, 2012, and have been determined to be complete as of February 22, 2012. Continuer) processing of your applications will include, but is not limited to, the following actions: 1 On March 7, 2012 a combined Notice of Application, SEPA Review, and Public Hearing will be sent to all property owners within 300 feet of the subject property and SEPA reviewing agencies requesting written comments during a 20 -day comment period. Comments must be submitted by March 27, 2012 to be considered in the SEPA threshold decision and written recommendation to the Hearing Examiner. Any additional written comments will be accepted through the hearing date of April 26, 2012. 2. Posting of the property by the applicant along each street frontage shall be completed by March 7, 2012 to coincide with this notice. 3. A Development Services Team (DST) meeting will be held on February 29, 2012 for review of your proposal by City Departments and outside agencies. C L' C 1 YaM 199 4. The SEPA Notice of Decision will be issued following the 20 -day comment period and consideration of written comments received. The Notice of Decision will be final unless appealed within 14 days following the date of the decision. �I 5. During the public comment period, and after consideration of written comments from the Development Services Team, outside agencies, and adjacent property owners, a staff II report will be prepared by the Planning Division which will include any recommended conditions of approval. 1 b. An open record public hearing is scheduled before the City of Yakima's Hearing Examiner on Thursday, April 26, 2012 at 9:00 a.m. in the City Council Chambers at Yakima City Hall, 129 N. a St. Yakima, WA. Written comments will be accepted through the hearing date. The Hearing Examiner will then render his decision on the Type 3, Administrative Adjustment and Variance applications, and also render his recommendation on the Right-of-way vacation within ten businesses days following the conclusion of the public hearing. The Hearing Examiner's Decision will be final unless appealed within 14 days following the date of mailing of the decision. The Hearing Examiner's recommendation on the Right-of-way vacation will be forwarded to the City Council for a second open record public hearing to be scheduled. You may contact me at (509) 576-6736, or at cwilsonu ci, yakima. way us if you have any questions regarding this matter. Sincerely, Christine M. Wilson Assistant Planner ICc David Peterson, Loofburrow Wetch Architects �;PMR--4 .- r, 1 11 11 11 Ll I I I I YAKIMA SCHOOL DISTRICT —DAMS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER H Public Comments ggq H-1 Comment Letter received from Barbara Harris 03/26/2012 1 1 E L R, C T - -401 zi�ee,�4 - Zw --l-t MAR '2 6 2012 CITY'OF YAKIMA PLANNING DIV. I LJII 1 1 n n I 1 1 1 APPENDIX C; TRANSPORTATION IMPACT STUDY YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER I Transportation Impact Study DOC INDEX # DOCUMENT DATE I-1 Transportation Impact Study prepared by Transpo Group 01/27/2012 October 2011 ,+. +• ••� Ir, �.rr�' J �r IIJJ��11.�j- { y tAp Colan too 40 dr R 1 ' r `'t R, yi# . r r � � � a t� !)rte ► � �' a ■ dp or- loop sol. ori • t- op r A": p « c v" too opw�.. t a , " ,� r RECEIVED 4000A a . , .. 4 .9n JAN 2 7 2312 CITY OF YAKIMA I K - , - ., •• ,�_ �two t t _ PLANNING DIV. odic S lit- FAI- _. [ �i.+.� } ' •.`' .* 1� i �,t-r w «- DOC. INDEX p r.itt' '� �► ,• + .y.r ■ t`-_.ri`,1lll + ; # I-1 �tF�CHIT�CT -wrtranspoGRouP RECEIVED OCT 19 2011 LOOFBURROW WETCH ARCHITECTS ranspo Cation Impact Study A.C. DAMS HIGH SCHOOL !ice RECEIVED .IAN 2, 7 2012 CITY OF YAKIMA PLANNING DIV WHAT TRANSPORTATION CAN BE. DOC. INDEX RECEIVED JAN 2 7 2012 CPYANNING DA OF IV L Transportation Impact Study A.C. DAVIS HIGH SCHOOL Prepared for: Yakima School District No. 7 October 2011 Prepared by: FranSPOGROUP 11730 118th Avenue NE, Suite 600 Kirkland, WA 98034-7120 Phone: 425-821-3665 Fax: 425-825-8434 www.transpogroup.com 11098.00 © 2011 Transpo Group DOC. INDEX # I-1 Transportation Impact Study A.C. Davis High School Table of Contents October 2011 ExecutiveSummary.................................................................................................................ii Introduction..............................................................................................................................1 ExistingFacilities................................................................................................................... 1 ProjectDescription................................................................................................................. 1 StudyApproach..................................................................................................................... 2 Existing & Future Without -Project Conditions .....................................................................4 RoadwayNetwork.................................................................................................................. 4 TrafficVolumes...................................................................................................................... 4 Current School Travel Characteristics................................................................................... 5 PlannedImprovements.......................................................................................................... 5 TrafficOperations ............................................. __.... _...... .................................................. .. 8 Parking................................................................................................................................... 9 TrafficSafety........................................................................................................................ 10 PedestrianActivity............................................................................................................... 10 SchoolTransit...................................................................................................................... 11 PublicTransit....................................................................................................................... 11 ProjectImpacts......................................................................................................................13 Future School Characteristics.............................................................................................. 13 TrafficOperations................................................................................................................ 16 Parking................................................................................................................................. 17 PedestrianActivity............................................................................................................... 18 SchoolTransit...................................................................................................................... 18 NeighborhoodImpacts......................................................................................................... 19 Constructionand Phasing................................................................................................... 19 Mitigation & Recommended Improvements........................................................................20 Appendix Appendix A: Traffic Counts Appendix B: LOS Definitions RECEIVFn Appendix C: LOS Worksheets JAN 2 7 ;) Appendix D: Existing Site Plan Figures CITY OF YH'�4,°" Figure 1. Site VicinityYLANNING DIV. ................................................................................................... Figure 2. Preliminary Site Plan........................................................................................... 3 Figure 3. Existing (2011) Peak 15 -Minute Traffic Volumes ................................................ 6 Figure 4. Future (2015) Without -Project Peak 15 -Minute Traffic Volumes ........................ 7 Figure 5. Future (2015) With -Project Peak 15 -Minute Volumes ....................................... 15 Tables Table 1. Existing & Future Without -Project Peak 15 -Minute Intersection Operations Summary............................................................................................................. 9 Table 2. Collision Data Summary (2008 — 2010)............................................................ 10 Table 3. Existing 60 -Minute Pedestrian Crossing Volumes by Direction ........................ 11 Table 4. Future (2015) Peak 15 -Minute Intersection Operations Summary ................... 16 Table 5. Existing Parking Demand.................................................................................. 18 DOC. INDEX # I-1 Page transpOGROUP Transportation Impact Study A.C. Davis High School October 2011 Executive Summary This section provides an executive summary of the transportation impact analysis for A.C. Davis High School through a set of frequently asked questions (FAQs). RECEIVED What is the proposal? The proposed project would include remodeling and expanding the existing A.C. Davis High JAN 2 7 2012 School to better suit the existing and future needs. Future needs would include the accommodation of a maximum enrollment of 2,400 students. The remodel and expansion is MY OF YAKIMA focused on the campus area between W Walnut Avenue and W Pine Street west of S 6th PLANNING DIV. Avenue and east of the alley between S 8th Avenue and S 7th Avenue. As part of the proposal, a number of transportation improvements would be completed to improve site access, circulation and safety. The improvements include converting S 6th Avenue to a one- way street for student drop-off/pick-up, vacating S 7th Avenue between W Walnut Street and W Pine Street to improve mobility between the areas east and west of S 7th Avenue, and consolidating driveways allowing for more efficient access to and from the campus. Approximately 363 parking spaces would be provided on-site with 81 for employees and 282 for students and visitors. The project is anticipated to completed and occupied by 2015. How would the school traffic change with the proposal? The existing high school- related traffic would increase by 20 percent with the enrollment increase of 400 students. The enrollment increase results in approximately 180 net new school trips during the school start AM peak hour and approximately 210 net new school trips during the school dismissal PM peak hour. In addition, to an increase in school trips due to enrollment, existing school and non -school related traffic volumes would be re-routed based on site circulation and access changes. What are the existing and future without -project conditions in the study area? The traffic operations analysis shows that during the 15 -minute school start and dismissal peaks with the surge in traffic due to arrivals and departures there are a couple of locations operating poorly under the existing and baseline 2015 conditions. A majority of the pedestrian crossings currently occur along W Walnut Street at S 7th Avenue, S 6th Avenue, and S 5th Avenue. In addition, during the one-hour school dismissal period approximately 80 pedestrians crossed Tieton Drive at S 7th Avenue. The W Walnut Street/S 6th Avenue and W Tieton Drive/S 7th Avenue intersections do not have marked crosswalks. Would the project have any transportation impacts? With the addition of project related traffic and travel pattern shifts, all study intersections would operate at LOS D or better under the with -project conditions during the 15 -minute school peaks, except for the W Spruce Street/S 5th Avenue and W Pine Street/S 5th Avenue intersections. The overall intersection delay is reduced under with -project conditions at several locations during the AM and PM school peaks as a result of shifts in travel patterns with the proposed site access and circulation. DOC. INDEX # I-1 %_� Page ii transpOGROUP Transportation Impact Study A.C. Davis High School October 2011 Would there be any recommended mitigation measures? To mitigation project impacts, the following should be considered: • W Pine Street/S 5th Avenue: Provision of an eastbound left -turn lane along W Pine Street and a two-way left -turn lane along S 5th Avenue. • W Walnut Street/S 6th Avenue: Re -striping the existing faded channelization including providing a left -turn arrow for the westbound approach of W Walnut Street. Consideration of a crosswalk on W Walnut Street at the west leg of the intersection and on both legs of S 6th Avenue. W Tieton Drive/S 7th Avenue: Consider adding a marked crosswalk on the west leg of this intersection if future safety issues present. On -Street Parking: If problems arise with growth in student population, implement transportation demand management (TDM) and parking management strategies. Construction: Development of a construction management plan. Rr-VE ED ,iA N 2 7 C'TY OF YAKIMA PLANNING DIV DOC. INDEX # I-1 Page iii tra nspOGRou P Transportation Impact Study A.C. Davis High School Introduction October 2011 This report summarizes the transportation impacts related to the site circulation changes and increased capacity of A.C. Davis High School with the proposed remodel and expansion. The purpose of this analysis is to identify potential traffic related impacts of the proposed project on the transportation system in the site vicinity and to identify mitigation measures, as� necessary. ZIITD Existing Facilities ,IAN 2 7;C12 The A.C. Davis High School (Davis) campus is located south of downtown Yakima and is Cffy OF YAKl�gq bound by W Walnut Street, W Pine Street, the alley between S 7th Avenue and S 8th Avenue�NN�NG pfv and S 5th Avenue. Figure 1 shows the location of the school and the surrounding roadways. The school currently provides high school education for approximately 2,000 students. School buses pick-up and drop-off students along W Pine Street between S 7th Avenue and S 5th Avenue on the south side of Davis. In addition, special needs school buses pick-up and drop-off via the on-site driveway between S 7th Avenue and W Pine Street (vehicles enter at W Pine Street and exit at S 7th Avenue for this J-shaped driveway). There is no designated parent drop-off/pick-up area at the campus, so these activities currently occur along S 7th Avenue, at the carwash at the W Walnut Street/S 6th Avenue intersection, and along the west leg of W Spruce Street at S 5th Avenue. The existing parking lots provide a total of 347 parking stalls. Four main parking lots serve the existing campus: • Three lots are located on the west side of S 7th Avenue with the two parking lots north of W Spruce Street and south of W Walnut Street serving faculty and staff, and the parking lot south of W Spruce and north of W Pine Street serving students • Another student parking lot is located south of the tennis courts on the southwest corner of the W Spruce Street/S 5th Avenue intersection There is also some parking that occurs within the campus along S 6th Avenue and the driveway between W Pine Street and S 7th Avenue, and off -campus on the adjacent street system. Project Description The existing facility is outdated, does not fully accommodate the existing school needs, and site circulation could be improved. The proposed project would include remodeling and expanding the existing high school to better suit existing and future needs. While the student population is not expected to directly increase as result of the proposed remodel and expansion, the maximum capacity of the school would increase by 20 percent from 2,000 to 2,400 students to accommodate future capacity needs as the population of Yakima increases. Figure 2 shows a preliminary site plan. The remodel and expansion is focused on the campus area between W Walnut Avenue and W Pine Street west of S 6th Avenue and east of the alley between S 8th Avenue and S 7th Avenue. The proposed project would include several transportation improvements that result in enhanced site access, circulation, and safety. This would include: S 6th Avenue One -Way: This roadway would be converted to a one-way street in the southbound direction between W Walnut Street and W Pine Street. The street would be designated as a student drop-off/pick-up area, which is not provided under existing conditions. Providing a designated drop-off/pick-up area will separate this DOC. INDEX # I-1 Page 1 transpOGROUP Transportation Impact Study A.C. Davis High School October 2011 activity from other modes, which minimizes conflicts and improves safety. With the drop-off/pick-up in one area, students will not need to walk within busy parking lots and cross City streets to access vehicles and parents will not need to utilize the City streets and area businesses. S 7th Avenue Vacated: This roadway would be vacated between W Walnut Street and W Pine Street, and S 7th Avenue would be integrated into the site. The vacation FIECE,v of this roadway would remove the division between the parking lots and the existing Ed facilities as well as between the existing facilities and the proposed new building. Integrating this roadway into the campus eliminates vehicles traffic through the site JAN 2 7 � providing for safer pedestrian access between the areas east and west of S 7th c Avenue and more efficient mobility between the existing and proposed buildings. CITY OF Consolidation of Driveways: Several existing driveways along W Walnut Street andANNI1VG DlV.A W Pine Street would be removed and access to and from the site would be consolidated to three primary locations: W Pine Street/S 7th Avenue, W Pine Street/ S 7th Avenue, and W Walnut Street/S 6th Street driveways. Secondary access (from W Walnut Street and W Pine Street) would be provided along the alley between S 7th Avenue and S 8th Avenue. Consolidating the driveways provides for more efficient access to and from the campus, minimizes conflicts between the modes, and improves safety. In addition to the transportation improvements on-site, the parking areas would be reconfigured and expanded. Approximately 363 parking spaces would be provided on-site with 81 for employees and 282 for students and visitors. The project is anticipated to completed and occupied by 2015. Study Approach The study area and scope were coordinated with City of Yakima staff. Within the study area, the scope includes a review of the existing roadway network, traffic volumes, traffic operations, parking, traffic safety, pedestrian activity, school bus service, and public transit. As necessary, mitigations measures were identified to offset project impacts. A horizon year of 2015 was selected for the analysis consistent with the anticipated completion of the project. It is not anticipated that the enrollment at the school would increase immediately as a result of the remodel and expansion; however, in order to be conservative the analysis assumes impacts from full occupancy of approximately 2,400 students by 2015. Eleven intersections were selected for analyses including: • W Yakima Avenue/S 7th Avenue /Summitview Avenue • W Walnut Street/S 7th Avenue W Walnut Street/S 6th Avenue • W Walnut Street/S 5th Avenue W Spruce Street/S 5th Avenue rtranSPOGROUP • W Pine Street/S 7th Avenue • W Pine Street/S 6th Avenue • W Pine Street/S 5th Avenue • W Tieton Drive/S 11 th Avenue • W Tieton Drive/S 7th Avenue • W Tieton Drive/S 5th Avenue Page 2 DOC. INDEX # I-1 SUMMI VIEW AVE Site Vicinity RECEIVED JAN 2 7 2.012 A& CITY OF YAKIMA N N07 i0 SCALE PLANNING DIV. SITE rri A. C. Davis High School MAM11098 AC Davis High SchoollGraphics111098—graphdi <Flg1> robertm 08/04/1112:12 rtranSPOGROUP DOC. INDEX # I -I FIGURE I 1 anwmvL1"m. •-- N NOT TO SCALE A-: . .. l { o 0 1 ? I _gym n. fill— t-�7 I -C g � W `� > aC c z u3� I W a 133MIS 3NId -M I I Preliminary Site Plan A. C. Davis High School _ M:\11\11098AC Davis High School\Graphics\11098 graphic01 <Fig2> roberlm 08/04/11 12:16 41t «nSpOGROUP DOC. INDEX # I -I FIGURE 2 Transportation Impact Study A.C. Davis High School October 2011 Existing & Future Without -Project Conditions This section of the report documents existing and future (2015) without -project conditions in the vicinity of the proposed project, including the surrounding roadway network, traffic volumes, traffic operations, on-site parking, pedestrian activity, and school and public transit service. The analysis of existing and future without -project traffic conditions provides a frame of reference for evaluating project impacts. Roadway Network The site is located in an urban area serving both residential and commercial uses. Existing RECEIVED roadway characteristics for the major roadways in the immediate study area are described below. JAN 2 7 2'�i2 CY West Yakima Avenue extends east -west within the study area. It is a minor arterial from OF YANjViAl1 N 16th Street to Summitview Avenue and a primary arterial from Summitview Avenue to the PLANNING DIV. east. This roadway has two -lanes per direction with turn lanes at major intersections. Sidewalks are provided on both sides and crosswalks are provided at signalized intersections. West Tieton Drive is a minor arterial that extends east -west from the Yakima/Summitview City Limit to South 4th Avenue. The posted speed limit along this roadway within the study area is 30 mph. This roadway is two -lanes per direction with sidewalks provided on both sides and crosswalks at major intersections. Walnut Street is an east -west roadway that is classified as a primary arterial between S 7th Avenue and S 6th Street. Within the study area, this roadway is primarily two -lanes per direction. Sidewalks are provided on both sides of the roadway and crosswalks are provided at major intersections. S 7th Avenue is a north -south roadway that is classified as a minor arterial between Yakima Avenue and Walnut Street and a local street elsewhere in the study area. It has sidewalks on both sides and is one lane per direction. In the vicinity of the school site, the posted speed limit is 20 to 25 mph. S 5th Avenue is a north -south roadway that is classified as a minor arterial in the study area. Sidewalks are provided on both sides and two travel lanes are provided per direction. The posted speed limit is 30 mph. Other roadway facilities in the study area are local residential access roadways. Traffic Volumes Existing turning movement volumes were collected at the study intersections in May 2011 when school was in full session. Counts were collected between 6:30 and 8:30 a.m. and 2:00 to 4:00 p.m. These time periods capture the school arrival (8:00 a.m.) and dismissal times (2:35 p.m.). In this report, "AM" and "PM" peak periods refer to the periods around the school start and dismissal periods. To better reflect the compressed arrival and departure of students and parent pick-up/drop-off occurring immediately before and after school start and dismissal, the peak 15 -minute period during AM and PM peak periods were analyzed. For use in the existing and future operations DOC. INDEX # I-1 FtranSPOGROUP Page 4 Transportation Impact Study A.C. Davis High School October 2011 analysis, the peak 15 -minute volumes were multiplied by four to reflect an hourly flow rate'. Figure 3 shows the existing AM and PM peak 15 -minute volumes at the study intersections. The AM 15 -minute peak occurred between 7:45 and 8:00 a.m. consistent with students arriving just before school starts and the PM 15 -minute peak occurred between 2:45 and 3:00 p.m. consistent with students leaving campus at the end of school. Appendix A provides the AM and PM peak hour turning movement data collected at the study intersections. Future baseline traffic forecasts were developed taking into account growth anticipated in the study area. The Yakima Valley Conference of Governments (YVCOG) travel demand model was used to understand anticipated future growth within the study area. Comparing the 2009 and 2035 YVCOG travel demand models significant negative growth is indicated within the project vicinity, which is likely due to long range planned improvements that may shift traffic between corridors. To provide a conservative analysis, an annual growth rate of one percent was assumed and is consistent with the study completed for the Eisenhower High School project as well as other recent traffic studies for projects in the City of Yakima. Figure 4 shows the 2015 without -project AM and PM peak 15 -minute volumes. Current School Travel Characteristics The A.C. Davis High School serves high school age students within an approximately two to three mile radius as well as a small percent of students from outside the Yakima School District boundaries. Students have several travel options for coming to and from campus including school buses, public transit, walking/biking, parent drop-off/pick-up, and driving themselves. Based on data provided by the Yakima School District, approximately 12 percent of the students use school buses, 10 percent use public transit, and the remaining 78 percent drive, walk, or are dropped off and picked up. The majority of faculty and staff typically drive alone to campus and come from a variety of areas within Yakima and outside the City. Based on traffic counts at the school access points, the high school currently generates approximately 880 trips during the school start AM peak hour and 1,060 trips during the school dismissal PM peak hour. Planned Improvements The City of Yakima's currently adopted Six Year Transportation Improvement Program (2010 to 2015) was reviewed to determine if any roadway or intersection improvement projects are anticipated to be built in the study area before completion of the proposed project. The City is planning installation of a roundabout at the Tieton Drive/S 5th Avenue intersection. It is anticipated that the roundabout would be completed by 2015. At this time, the City does not have any conceptual plans for the roundabout design. A preliminary evaluation indicates that operations with a roundabout would be better than with a traffic signal. Given that there is not enough detail regarding the roundabout design, the operations analysis conservatively assumed no future improvements at the study intersections. ' This is consistent with the Highway Capacity Manual, 2000 method, which characterizes and analyzes intersection operations based on hourly traffic volumes. Page 5 tranSPOGROUP RECEIvFn JAN 2 7 2 '_ j7 CITY OF YAAIII of r PLANNING DIV. SUMMITVIEW AVE W YAKIMA AVE (50) 28 (1)1i 68 (100) (0)4-) Il��- 83 (38) (101)88-+ —108('11 ri 18 (19) {3) 8 13 (4) S 7TH AVE W PINE ST (10) 15 (oJl�) (0) 3.) �, 3 (14) (3)4— —6(5) (0)1 ' 3 (16) (1)1 1 8 [18} (36) S 5TH AVE W PINE ST (94) 151 (19)8 6(4) (11)16! �,3(4) (3)5— —3(3) (15) 19 - 11 (-1(3) (36)91233( ) S 7TH AVE W TIETON DR (3) 4 (18) 24 � 5 (3) (44) 21 ! Il�� 5 (13) (150)118 --► —113 (91) (0) 8 - ` (1) (3) 0 3 3 (3) (4) 11 S 5TH AVE W TIETON DR (45) 80 (53) 65 � 5 (5) (105)85-,# � 0 (1) (18)4— —14(4) (31) 43 -� `1 (0) (39) 21 43 4 (3) S 7TH AVE W WALNUT ST (28) 15 (9) 8i 16 (18) (8) 8 ! IL -4-18(20) (38)45— —34(21) (9) B -� j 18 (38) (4)3 23 39 (34) S 6TH AVE W PINE ST (4) 3 5 (3) (3} 1 f �, 3 (4) (21)23— +— 13 (38) S 11TH AVE W TIETON DR (28) 48 13 (15) (44)24j j 44)24jj (—�- 8 (13) (208)139— 113(115) LEGEND X = PM PEAK HOUR (X) = AM PEAK HOUR 4 N NOT TO SCALE CP 3 S 6TH AVE W WALNUT ST (D) a {5)6-) 4-15(5) (79)98— —59(73) (1) 3 11 (' 13 (38) (0)) 55 4 8 (5) (4) S 5TH AVE W WALNUT ST (73) 83 I2B)13 123 (31) (28) 23 } +I Ilk, 35 (23) (88)94— —69(99) (15) 25 -�i 54 (46) (8)10918 65 (68) S 5TH AVE W SPRUCE ST (103) 150 (23� � �(11) (1)0, 23 (1) (0)0— r-0(1) (13)0- 9(gf-6(0) (20) 1t . ) (146) RECEIVED vG- \' \'0 IMMITViEW AVE • 'a y JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. � we P G (94) ' .j.- i \/olurnes observed during the peak 15 -minute AM and PM peak period were mulLipied by a factor of four for analysis purposes. Volumes shown in the traffic operations worksheets are the volumes shown here multiplied by four and f en rounded tc ^ ^^t •v vehicles. DOC. INDEX # I-1 Existing (2011) Peak 15 -Minute Traffic Volumes* FIGURE A. C. Davis High School. 3 M:111111098 AC Davis High SchoollGraphics111098�raphic01 <Fig3> robertm 08/04/11 12:18 TtranSPOGROUP 1 SUMMITVIEW AVE W YAKIMA AVE (53) 29 (1)1 I 70 (104) (0) 4 } �_ 86 (39) (105) 91 _111018) (5) 8 1� � j 19 (20) (3) 941' 13 (4) DS 7TH AVE W PINE ST (10) 15 (D -) l 8(3 L) (0)3} 3(14) (3)4— —6(5) (0)1 - ` 1 r, 3 (18) (1)1 19 3 (19) (38) S 5TH AVE W PINE ST (98) 158 (11)18} �_3(4) (3)5--s- —3(3) (15) 20 i ii `1 (3) (3B)91283( ) 1 Q S 7TH AVE W TIETON DR (3) 4 (45) 23 } 1�_ 5 (13) (156)123— —118(95) (0)8- ` r`0(1) (3) 0 3 3 (3) (4) 11 S 5TH AVE W TIETON DR (46) 84 (55) 89 � 5 (5) (109) 89 } 0 (1) (19)4— _14(4) (33)44 ) i 1 (0) (40) 23 44 4 (3) S 7TH AVE W WALNUT ST (29) 15 (9) 8 118 (19) (8) 8 } +I Ili` 19 (21) (39)46— —35(23) (9) 8 -� `19 (39) (4) 3 1 24140 (35) S 6TH AVE W PINE ST (4J �] C3)1} �,3(4) (23)24— —13(39) �S11THAVE W TIETON DR (29) 50 �(15) 4, (45) 26 } 8 (13) 16)145— f 118 (120) LEGEND X = PM PEAK HOUR (X) = AM PEAK HOUR A N NOT TO SCALE S 6TH AVE W WALNUT ST (6) 4 (8 I L(4) (5) 6 } �_ 15 (5) (83) 101 —61(75) (1) 3 j 13 (39) (4) S 5TH AVE W WALNUT ST (75) 86 {28)� � 24 (33) (24) 24 } 4,36(24) (91) 9B _71003) (15) 26) r ('56 (49) (8)1011016 (70) (81) i IIVIMITVIEVV AVE 3� C11 t� S 5TH AVE W SPRUCE ST (106) 156 (24) 0 113 (11) (1)0} +I I1��,24(1) (0)0— f00) (13)0{6(0) (21)11399() (153) RECEIVED JAN 2 7 ?`i2 CITY OF VAKOWA PLANNING DIV (P 7 G OA I i (9B) ; 'Volumes observed during the peak 15-ininute ANN and PM peak period were multiplied by a facto; of lour for analysis purposes. Volumes shown in the traffic operations worksheets are the volumes shown here multiplied by four and then rounded to the nearest five vehicles. DOC. INDEX # I-1 Future (2015) Without -Project Peak 15 -Minute Traffic Volumes FIGURE A. C. Davis High School 4 M:11 111 1098 AC Davis High SchoollGraphics111098-graphic01 <Fig4> robertm 08/04/1112:19 .l tranSPOGROUP Transportation Impact Study A.C. Davis High School Traffic Operations October 2011 Existing and future without -project (baseline) traffic operations were evaluated by calculating levels of service (LOS) at each study intersection and the site access driveways. LOS for intersection operations is described alphabetically (A through F). LOS is based on the calculated average control delay per vehicle and is typically reported for the whole intersection for signalized and all -way stop -controlled intersections, and by movement for two-way stop -controlled intersections. Control delay is defined as the combination of initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. Appendix B provides a more detailed explanation of LOS. The City has adopted LOS D as the minimum standard of intersection operation. Existing and baseline peak hour levels of service were calculated at study intersections based on methodologies contained in the Highway Capacity Manual (Transportation Research Board, 2000) using Synchro 7.0. Traffic volumes used in the analysis are based on the peak 15 -minute period before the beginning of the school day (AM peak) and after the end of the school day (PM peak). These 15 -minute volumes were multiplied by a factor of four to provide an hourly flow rate for analysis purposes2. Table 1 summarizes study intersection operations. Detailed LOS worksheets for each intersection analyzed are included in Appendix C. As shown in Table 1, all study intersections operate at LOS D or better under existing conditions except for W Tieton Drive/S 7th Avenue during the school start 15 -minute peak and W Pine Street/S 5th Avenue during the school dismissal 15 -minute peak. These intersections operate at LOS E during this 15 -minute period. With future growth in traffic in the study area, the study intersections would have similar operations and delays would increase. The W Tieton Drive/S 7th Avenue intersection would continue to operate at LOS E and the W Pine Street/S 5th Avenue intersection would degrade from LOS D to LOS E during the school start 15 -minute peak. During the school dismissal 15 -minute peak, the W Pine Street/S 5th Avenue intersection operations would degrade from LOS E to LOS F. RECEIVED JAN 2, 7 2 212 CITY OF YAKIMA PLANNING DIV. 2 This is consistent with the Highway Capacity Manual, 2000 method, which characterizes and analyzes intersection operations based on hourly traffic volumes. DOC. INDEX # I -I FtranS(JOGROUP Page 8 Transportation Impact Study A.C. Davis High School October 2011 Table 1. Existing & Future Without -Project Peak 15 -Minute Intersection Operations Summary • 2011 Existing 2015 Baseline Intersection LOS' Delay2 V/C3 or WM` LOS Delay VIC or WM School Start Peak (AM) 1. W Yakima Avenue/S 7th Avenue /Summit -view Avenue g 20 0.42 C 20 0.43 2. W Walnut Street/S 7th Avenue B 10 - B 11 - 3. W Walnut Street/S 6th Avenue B 14 SB B 15 SB 4. W Walnut Street/S 5th Avenue B 19 0.50 B 19 0.48 5. W Spruce Street/S 5th Avenue C 23 WB C 25 WB 6. W Pine Street/S 7th Avenue A 9 A g 7. W Pine StreeVS 6th Avenue A 10 SB A 10 SB 8. W Pine Street/S 5th Avenue D 33 EB E 37 EB 9. W Tieton Drive/S 11th Avenue A 6 0.52 A 6 0.55 10. W Tieton Drive/S 7th Avenue E 36 NB E 40 NB 11. W Tieton Drive/S 5th Avenue B 11 0.44 B 11 0.45 School Dismissal Peak LPM 1. W Yakima Avenue/S 7th Avenue /Summit -view Avenue g 19 0.47 B 19 0.49 2. W Walnut Street/S 7th Avenue B 10 B 10 - 3. W Walnut Street/S 6th Avenue C 15 SB C 16 SB 4. W Walnut Street/S 5th Avenue C 21 0.55 C 21 0.53 5. W Spruce Street/S 5th Avenue C 16 WB C 17 WB 6. W Pine Street/S 7th Avenue A 8 A 8 7. W Pine StreeVS 6th Avenue A 9 SB A 9 SB 8. W Pine Street/S 5th Avenue E 37 EB F 53 EB 9. W Tieton Drive/S 11th Avenue A 6 0.35 A 6 0.37 10. W Tieton Drive/S 7th Avenue C 18 NB C 19 SB 11. W Tieton Drive/S 5th Avenue B 12 0.46 B 13 0.47 Notes: Bold indicates locations operating at LOS E or F. 1. Level of Service (A - F) as defined by the Highway Capacity Manual (TRB, 2000) 2. Average delay per vehicle in seconds. 3. Volume -to -capacity (V/C) ratio reported for signalized intersections. Not applicable (shown as -") for all -way stop intersections. 4. Worst movement is presented for side -street stop controlled locations. WB = westbound, EB = eastbound, NB = northbound, and SB = southbound. Parking Currently, there are four on-site parking lots provided at the project site. There are two dedicated staff parking lots on the west side of S 7th Avenue between W Walnut Street and W Spruce Street, and visitor/student parking lots on the west side of S 7th Avenue between W Pine Street and W Spruce Street and at the southwest corner of the W Spruce Street/ S 5th Avenue intersection. In addition, there is some parking within the campus along S 6th Avenue. Based on an inventory of parking facilities conducted by the project team, the existing on-site parking provides a total of 347 parking stalls. Existing parking demand was observed at Davis as part of the Eisenhower High School project3 and showed a peak parking demand of 331 vehicles. Based on the parking supply and the peak parking demand data, the A.C. Davis High School parking lots are approximately 95 percent full or at capacity. Field observations conducted in May 2011 confirmed that parking continues to be full and at capacity. Given the 3 Eisenhower High School Replacement (April 2010). FtranSPOGROUP RECEIVE® JAN 2 7 2.12 CITY OF YAKIMA PLANNING DIV, DOC. INDEX # I-1 Page 9 n Transportation Impact Study A.C. Davis High School October 2011 location of the school site and the property owned by the Yakima School District, it is difficult to accommodate a large amount of parking. There are no parking restrictions on a majority of the roadways surrounding the school. Field observations in May 2011 indicated that during school hours there is significant availability of on -street parking within the neighborhood; therefore, it does not appear that there is an excessive amount of school parking occurring along the nearby streets. Traffic Safety An analysis of historical collision data was conducted at the study intersections. Data was obtained from the Washington State Department of Transportation (WSDOT) for the three year period between January 2008 and December 2010, the most recent time period for which complete annual data was available. A summary of intersection related collisions is provided in Table 2. The number of collisions per year at the study intersections is relatively low at an average of four or less intersection related collisions per year. Based on review of collision data, it does not appear that there are safety issues at the study intersection. Table 2. Collision Data Summary (2008 — 2010) Number of Collisions Location 2008 2009 2010 Annual Average 1. W Yakima Avenue/S 7th Avenue/ Summitview Avenue 3 2 4 3.0 2. W Walnut Street] S 7th Avenue 1 3 4 2.7 3. W Walnut Street] S 6th Avenue 1 2 3 2.0 4. W Walnut Street] S 5th Avenue 3 5 4 4.0 5. W Spruce St/ S 5th Avenue 0 0 3 1.0 6. W Pine St/ S 7th Avenue 0 0 0 0.0 7. W Pine St/ S 6th Avenue 0 0 2 0.7 8. W Pine Street/ S 5th Avenue 3 1 1 1.7 9. W Tieton Drive/ S 11th Avenue 2 2 2 2.0 10. W Tieton Drive/ S 7th Avenue 0 2 3 1.7 11. W Tieton Drive/ S 5th Avenue 3 3 5 3.7 Source: Washington State Departmeni of Transportation (WSDOT) Pedestrian Activity Within the project vicinity, students who walk to and from the school cross a number of roadways. Marked pedestrian crosswalks are provided at most, but not all intersections in the project vicinity. City staff indicated that a significant number of students may be crossing at unmarked crosswalks at W Tieton Drive/ S 7th Avenue to access the track and field located south of W Tieton Drive. To assess existing crossings used by students, pedestrian crossing volumes were observed at each study intersection during school AM and PM peak periods for a full one-hour and are summarized in Table 3. As shown, during the AM school peak hour a majority of the pedestrian crossings occur along W Walnut Street at S 7th Avenue, S 6th Avenue, and S 5th Avenue. In addition, during the one-hour period for the school dismissal peak approximately 80 pedestrians cross Tieton Drive at S 7th Avenue (i.e., the east and west leg crossings at the intersection). The W Walnut Street/S 6th Avenue and W Tieton Drive/S 7th Avenue intersections do not provide crosswalks. Consideration may be given in the future to adding crosswalks to these locations if safety issues are identified. FranSPOGROUP RECEIVED JAN 2 7 L_u1Z CITY OF YAK141A PLANNING DIY. DOC. INDEX # I-1 Page 10 Transportation Impact Study A.C. Davis High School Table 3. Existing 60 -Minute Pedestrian Crossing Volumes by Direction October 2011 School Start Peak (AM) School Dismissal Peak (PM) Intersection Crossing' Crossings' Intersection Control North South East West Total North South East West Total 1. W Yakima Ave/ S 7th Ave/ Signalized 7 4 6 19 36 7 6 18 37 68 Summitview Ave 2. W Walnut St/ S 7th Ave Unsignalized 5 48 68 48 169 3 28 7 66 104 3. W Walnut St/ S 6th Ave Unsignalized 2 2 51 6 61 3 7 38 2 50 4. W Walnut St/ S 5th Ave Signalized 22 42 24 9 97 6 104 14 30 154 5. W Spruce St/ S 5th Ave Unsignalized 2 0 0 3 5 4 1 10 7 22 6. W Pine St/ S 7th Ave Unsignalized 6 0 0 5 11 6 0 16 8 30 7. W Pine SU S 6th Ave Unsignalized 12 - 2 0 14 2 - 29 0 31 8. W Pine St/ S 5th Ave Unsignalized 4 2 8 4 18 1 0 29 8 38 9. W Tieton Dr/ S 11th Ave Signalized 1 1 6 3 11 0 0 0 5 5 10. W Tieton Dr/ S 7th Ave Unsignalized 1 3 2 16 22 3 12 3 77 95 11. Teton Dr/ S S nth Ave Signalized 0 0 15 0 15 0 1 24 3 28 1. The data shows the number of pedestrian crossings at the intersection for the one-hour period during the school start and dismissal times. School Transit As discussed previously, approximately 12 percent of the current students use the school bus service. The school district provides four routes that serve students at A.C. Davis High School as well as additional service for special needs students. The special needs buses currently load and unload on -campus property using the driveway between S 7th Avenue and S 6th Avenue at Pine Street. The other four routes load and unload along West Pine Street between S 7th Avenue and S 5th Avenue on the south side of A.C. Davis High School. Public Transit The Yakima School District currently provides public transit passes to approximately 10 percent of the Davis students. For routes with higher student ridership, Yakima Transit provides increased service for the peak direction during the school start and dismissal times. The following Yakima Transit bus routes provide service directly to A.C. Davis High School. Route 2 and Route 5 provide service between A.C. Davis High School and key destinations within the City such as Yakima Regional Hospital, Yakima Valley Museum, Yakima Valley Memorial Hospital, and Meadowbrook Mall. The two routes travel in opposite directions and generally provide service to Tieton Drive, Walnut Street, 6th Street, and Nob Hill Boulevard. Weekday service is provided from approximately 6:00 a.m. to 7:00 p.m. with 30 -minute headways. Service is also provided on Saturday from approximately 9:00 a.m. to 6:30 p.m. with one-hour headways. The nearest bus stop to the campus is along Walnut Street at S 7th Avenue. rtranSPOGROUP REG VED JAN 2 7 27,12 CITY OF YAlcIMA PLANNING DIV. DOC. INDEX # 1-1 Page 11 Transportation Impact Study A.C. Davis High School October 2011 Route 3 and Route 5 provide service between A.C. Davis High School and key destinations within the City such as Southgate Shopping Center, Yakima Valley Community College, Yakima Public Works, and Fred Meyer Shopping Center. The two routes travel in opposite directions and generally provide service to Castlevale, 16th Avenue, and 5th Avenue. Weekday service is provided from approximately 6:00 a.m. to 6:00 p.m. with one-hour headways. Service is also provided on Saturday from approximately 9:00 a.m, to 6:00 p.m. with one-hour headways. The nearest bus stop to the campus is along S 5th Avenue at Walnut Street. RECEIVED JAN 2 7 2'12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX - — - --- # I-1 Page 12 tranSPOGROUP Transportation Impact Study A.C. Davis High School Project Impacts October 2011 This section documents the potential transportation impacts related of the proposed project. Site circulation, traffic volumes, traffic operations, parking, pedestrian activity, and school transit is discussed. Future School Characteristics The following describes the access and circulation, and traffic volumes for the with -project RECEIVED conditions as a result of the proposal. For reference, Figure 2 provides the preliminary site plan and Appendix C provides the existing site plan. JAN 2 7 4 "ViL"2 Site Circulation CITY OF YAK141A PLANNING DIV. Two key factors affect traffic circulation within the project vicinity under future with -project conditions: (1) vacating S 7th Avenue and (2) converting S 6th Avenue to one-way. As discussed previously, the proposed project transportation improvements would greatly improve site circulation. The changes to circulation and site access with these two improvements include: • S 6th Avenue One -Way: S 6th Avenue would be the dedicated drop-off/pick-up area for students consolidating this activity in one area instead of throughout the campus and off-site as occurs today. Vehicle and pedestrian conflicts would be reduced and safety would improve with the proposed one-way S 6th Avenue. o S 7th Avenue Vacated: The proposal would eliminate vehicular access through S 7th Avenue between W Walnut Street and W Pine Street. The south leg of the W Walnut Street/S 7th Avenue intersection would provide access to the staff parking lot as well as special needs buses (which would use the staff parking lot for drop- off/pick-up). The north leg of the W Pine Street/S 7th Avenue intersection would provide access into the general parking lot serving students. It would also provide direct access to the new gymnasium. Vacating this roadway would reduce the traffic flow to and from the W Walnut Street and W Pine Street intersections. In addition, the division would be removed between the parking lots and the existing facilities as well as between the existing facilities and the proposed new building. Integrating this roadway into the campus eliminates through traffic providing for safer pedestrian access between the areas east and west of S 7th Avenue and more efficient mobility between the existing and proposed buildings. In addition to these key site improvements, existing access to and from the parking lots would be changed with the consolidation of driveways along W Walnut Street and W Pine Street. Traffic Volumes A two-step process was used to develop the with -project traffic volumes. First, existing traffic volumes were re-routed to the appropriate areas of campus based on site circulation and access changes described above. Second, existing high school- related traffic was isolated from the non -school traffic volumes at the study intersections and a growth rate was applied to the existing school traffic generation to project future conditions with the increased student enrollment. Re-routing of Existing Volumes. Travel patterns along the adjacent roadway network and to and from the campus would change due to converting S 6th Avenue to a one-way street and vacating S 7th Avenue. Traffic volumes shift for both school trips as well as non -school related trips that may be travelling through the study area. It was assumed that during school DOC. INDEX FranSPOGRouP Page 13 Transportation Impact Study A.C. Davis High School October 2011 start and dismissal times a majority of the traffic along S 7th Avenue between W Walnut Street and W Pine Street was related to Davis and was re-routed appropriately. Non -school related traffic was re-routed to parallel routes such as S 5th Avenue. S 6th Avenue is currently not a through street; therefore, student drop-off/pick-up trips were re-routed to this roadway. As discussed previously, a majority of the student drop-off/pick-up occurs along S 7th Avenue, at the carwash at W Walnut Street and S 6th Avenue, and along the west leg of W Spruce Street at S 5th Avenue. Increase in School Trips. The proposed remodel and expansion would increase enrollment capacity by 400 students or 20 percent (i.e., from 2,000 to 2,400 students). The future condition assumed the school reaches maximum capacity after the project is complete in 2015. It is likely that day of opening student enrollment will be similar to existing conditions; therefore, the analysis provides a conservative estimate of 2015 transportation impacts. Existing school -related traffic was increased by 20 percent to forecast school trips with the maximum enrollment. The project would generate approximately 180 net new school trips during the school start AM peak hour (for a total of approximately 1,060 trips) and approximately 210 net new school trips during the school dismissal PM peak hour (for a total of approximately 1,270 trips). The school currently has a higher traffic generation than would otherwise be projected by the industry standard Institute of Transportation Engineers (ITE) Trip Generation (8th Edition) average rates. In addition, consideration is not given to increases in alternative mode use in the future, which could result in fewer auto trips to and from the site. Therefore, the approach is conservative based on the industry standards and provides future trip estimates consistent with current conditions. Future (2015) with -project peak 15 -minute volumes at study intersections are shown on Figure 5. RECEIVED JAN 27"_2 CMAITY OF D V DOC. INDEX # I-1 rfallSPOGROUP Page 14 ( SUMMITVIEW AVE W YAKIMA AVE (56) 29 (1)1 170 (104) (0) 4 } jl Il��- 90 (48) (105)91— f 113 (1' (5) 6 �� j 19 (21) (1) 6 310 11 (3) (21) S 7TH AVE W PINE ST (B) (1) 3 126 (3) (0) 3 } +I Il��, 5 (28) (3)4— —18(26) (0) 1 j 28 (48) (1)1 2124) S 5TH AVE W PINE ST (96) 154 (44) 6I 6 (4) (66) 61 } L4-3(4) -3(4) (3)5— —3(3) (21) 31 11 j 1 (3) (23)9 130) S 7TH AVE W TIETON DR (3) 4 (23) 26 } � 5 (15) 1,%)123— —123(96) (0)a�� r` (1) (3) 0 3 (3) .� S 5TH AVE W TIETON DR (46) 84 (56) 94 � 5 (5) (109)89} (- (1) (19) 4 —14(4) (33)44 �� � j 1 (0) (43) 23 44 4 (3) S 7TH AVE W WALNUT ST (23) 3 (9� � �(30) (8)8} `18(21) (99)54— —33(23) (6)1 - `1 r, 4 (8) (1) 3 11 19 (6) (3) n S 6TH AVE �J W PINE ST (56) 40 26 (59) (29) 60 —14(51) S 11TH AVE W TIETON DR (21) 35 (89)25.) 13(15) 4,8(13) M)149 — f 136 (1 r LEGEND X = PM PEAK HOUR (X) = AM PEAK HOUR — N NOT TO SCALE GS 6TH AVE W WALNUT ST (8) 5 JI �18 � (4) (3) 5 } ('15(s) (56) 81 —46(44) (70) 26 f- 34 (75) IMMITVIEW AVE CP z �l �J S 5TH AVE �f W WALNUT ST (83) 86 (25)13 � 24 (33) (18) 20 } �- 36 (24) (69)80— —76(95) (14) 21 - (-56(69) (20)1 1 2191 (98) (108) s 7 n S 5TH AVE �f W SPRUCE ST (129) 153 (29) 0I �(11) (1)0! 1 4-24(1) (0)0— f00) (15) 0 -�` gq) j 6 (0) (29)51 (219) RECEIVED JAN 27":is R� -Volumes observed during the peak 15 -minute AM and PM peak period were multiplied by a factor of four for analysis purposes. Volumes shown in the Traffic operations vvorksheei.S are the volumes shown here multiplied by four and then rounded to the nearest five vehicles. Future (2015) With -Project Peak 15 -Minute Traffic Volumes A. C. Davis High School M:111\11098 AC Davis High School\Graphics111098-graphic01 <Fig5> robertm 08/04/1112:20 DOC. INDEX # I-1 FIGURE rtranSPOGROUP 5 Transportation Impact Study A.C. Davis High School Traffic Operations October 2011 Levels -of -service (LOS) were calculated at the study intersections for the future (2015) with - project conditions. Table 4 summarizes the LOS results for study intersections with the detailed LOS worksheets included in Appendix C. For comparison, the future baseline (without -project) intersection LOS is also provided. Traffic volumes used in the analysis are based on the peak 15 -minute periods before the beginning of the school day (AM peak) and after the end of the school day (PM peak). These 15 -minute volumes were multiplied by a factor of four to provide an hourly flow rate for analysis purposes4. Table 4. Future (2015) Peak 15 -Minute Intersection Operations Summary C 18 SB 15. W Walnut Street/S 5th Avenue C 21 0.53 Without -Project 22 With -Project 16. W Spruce Street/S 5th Avenue C 17 WB Intersection LOS' DelayZ V/C3 or WM4 LOS Delay V/C or WM School Stprt Peak (AM) 18. W Pine Street/S 6th Avenue A 9 SB B 11 SB 19. W Pine Street/S 5th Avenue F 53 EB F 12. W Yakima Avenue/S 7th Avenue EB 20. W Tieton Drive/S 11th Avenue A 6 0.37 A 5 0.38 21. W Tieton Drive/S 7th Avenue C 19 SB /Summit -view Avenue C 20 0.43 C 20 0.43 13. W Walnut Street/S 7th Avenue B 11 - B 13 NB 14. W Walnut Street/S 6th Avenue B 15 SB C 20 SB 15. W Walnut Street/S 5th Avenue B 19 0.48 C 23 0.59 16, W Spruce Street/S 5th Avenue C 25 WB E 43 WB 17. W Pine Street/S 7th Avenue A 9 B 11 18. W Pine Street/S 6th Avenue A 10 SB C 18 SB 19. W Pine Street/S 5th Avenue E 37 EB F >180 EB 20, W Tieton Drive/S 11th Avenue A 6 0.55 A 6 0.63 21. W Tieton Drive/S 7th Avenue E 40 NB D 33 NB 22. W Tieton Drive/S 5th Avenue B 11 0.45 B 12 0.46 &h;aal RES Mlssa! P"k (PM)(PMl 12. W Yakima Avenue/S 7th Avenue B /Summit -view Avenue 19 0.49 B 19 0.48 13. W Walnut Street/S 7th Avenue B 10 - A 10 - 14. W Walnut Street/S 6th Avenue C 16 SB C 18 SB 15. W Walnut Street/S 5th Avenue C 21 0.53 C 22 0.56 16. W Spruce Street/S 5th Avenue C 17 WB C 18 WB 17. W Pine Street/S 7th Avenue A 8 A 8 _ 18. W Pine Street/S 6th Avenue A 9 SB B 11 SB 19. W Pine Street/S 5th Avenue F 53 EB F >180 EB 20. W Tieton Drive/S 11th Avenue A 6 0.37 A 5 0.38 21. W Tieton Drive/S 7th Avenue C 19 SB C 21 SB 22. W Tieton Drive/S 5th Avenue B 13 0.47 B 13 0.47 Notes: Bold indicates locations operating at LOS E or F. 1. Level of Service (A - F) as defined by the Highway Capacity Manual (TRB, 2000) 2. Average delay per vehicle in seconds. 3. Volume -to -capacity (V/C) ratio reported for signalized intersections. Not applicable (shown as':") for all -way stop intersections. 4. Worst movement is presented for side -street stop controlled locations. WB = westbound, EB = eastbound, NB = northbound, and SB = southbound. As shown in Table 4, with the addition of project related traffic and travel pattern shifts, all study intersections would operate at LOS D or better under both the baseline and with -project conditions during the 15 -minute school peaks, except for W Spruce Street/S 5th Avenue and W Pine Street/S 5th Avenue intersections. The overall intersection delay is reduced under " This is consistent with the Highway Capacity Manual, 2000 method, which characterizes and analyzes intersection operations based on hourly traffic volumes. FranS(JOGROUP l Page 16 JAN 2 7 2312 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # I-1 Transportation Impact Study A.C. Davis High School October 2011 with -project conditions at several locations during the AM and PM school peaks as a result of shifts in travel patterns with the proposed site access and circulation. The characterization of intersection operations is for the worst 15 minutes during the school start and dismissal periods. The City typically evaluates intersection LOS based on a one- hour period between 7:00 and 9:00 a.m. (AM peak period) and 4:00 and 6:00 p.m. (PM peak period). The following provides a closer review of the S 5th Avenue intersections with W Spruce Street and W Pine Street. • W Spruce Street/S 5th Avenue: The westbound approach at the W Spruce Street/ S 5th Avenue intersection would degrade from LOS C to LOS E during the 15 -minute school start peak. In reviewing the traffic volumes at this location, reported poor operating condition would be due to approximately five vehicles making the westbound through movement conflicting with the higher volumes along S 5th Avenue. W Spruce Street is a local access road that provides access to commercial and light industrial uses. Given that there would be a relatively small traffic volume impacted by the increase in traffic due to the project, the other approaches operate at LOS B or better, there are parallel routes in the vicinity that could be used as alternative access, and poor operating conditions would occur for the 15 -minute period during the school start time, no mitigation measures are recommended. • W Pine Street/S 5th Avenue: The eastbound approach at the W Pine Street/ S 5th Avenue intersection would degrade from LOS E -to LOS F during the AM peak. During the PM peak, the LOS would remain at LOS F but the delay would increase. As discussed, the operations characterized represent the 15 -minute school peak. A review of the one-hour peak intersection operations indicates that conditions would be worse than LOS D throughout the hour. To improve operations during the school peaks and for the peak hours as a whole, it is recommended that the existing two- way left -turn lane be extended along S 5th Avenue in both directions as well as an eastbound left -turn lane be provided along W Pine Street. There is existing right-of- way to accommodate this improvement along both roadways; therefore, only channelization would be required. Some parking stalls may be lost along the north side of W Pine Street to accommodate the turn lane. The operations analysis shows that during the school start and dismissal peaks with the surge in traffic due to arrivals and departures a couple of the nearby intersections operate poorly. When considering conditions over the hour the nearby intersections generally meet the City's LOS D standard except for the W Pine Street/S 5th Avenue intersection in 2015 during the school dismissal. Parking Given the location of the school site and the property owned by the Yakima School District, it is difficult to accommodate a large amount of parking on campus. The proposed project will increase the parking supply to 363 spaces (including the parking lot located south of the tennis courts). This parking supply is below what is typically required by the Yakima Municipal Code for school parking. The School District and City are working on an administrative adjustment to waiver the parking requirements for the site given the existing constraints. Parking utilization for Davis was collected in February 2010 during the mid-day period for on- site parking lots and streets adjacent to the sites. Adjacent street parking was also counted after 9:00 p.m. on the same day. The difference between mid-day and 9:00 p.m. parking counts was assumed to be attributed to High School related parking demand. Future parking demand, with increases in student enrollment, was forecasted based on the same 5 Eisenhower High School Replacement (April 2010). RECEIVED CITY OF VAKIIWA PL4NN1NC 01V. DOC. INDEX # I-1 11_Page17 tfanS(JOGROUP Transportation Impact Study A.C. Davis High School October 2011 methodology used for school trip generation. The existing parking demand was increased by 20 percent to project future parking demand with the proposal. Table 5 summarizes the existing and future parking demand. Table 5. Existing Parking Demand Existing Peak Future Peak Future On -Site Scenario Demand Demand Proposed Supply Surplus/Deficiency Davis Visitor/ Student Lots 225 vehicles' 270 vehicles 282 spaces +12 spaces Davis Staff Lots 106 vehicles2 127 vehicles 81 spaces -46 spaces Total 331 vehicles 397 vehicles 363 spaces -34 spaces 1. Adjacent street demand was determined as the difference between mid-day and after 9:00 p.m. counts where spillover parking appeared to occur, primarily on Spruce Street, S. 7th Avenue, and W. Pine Street. 2. Includes Staff lots on S. 7th Street and interior road on southwest side of campus. As shown in Table 5, the existing parking demand is approximately 330 vehicles. At year of opening with no increase in enrollment, the proposed parking supply of 363 spaces can accommodate the current parking demand. The staff lots have less parking supply than demand; therefore, some of the employees may need to park in the visitor/student parking lots. With the increase in enrollment, the future parking demand would be approximately 400 vehicles, which is slightly more than the proposed parking supply. In addition, the staff parking demand is more than the designated staff parking lot supply; therefore, some of the staff and faculty will likely park in the visitor/student parking lots. As a result of the parking deficiency, there would be some spillover of parking into the adjacent neighborhood streets. There are no parking restrictions on a majority of the roadways surrounding the school so students will likely continue to use these areas. The school will continue to encourage the use of alternative modes to reduce the parking needs on-site through provision of school bus service, public transit passes, sidewalk facilities adjacent to the site, and drop-off/pick-up areas. If parking does become an issue in the future, transportation demand management (TDM) and parking management strategies could be implemented. TDM strategies could include issuing parking permits to students to allow only a portion of the student population to drive (e.g., permits could be issued to only high school seniors and those with special circumstances that require a vehicle on -campus). In addition, the on -street parking could be managed through time -of -day restrictions and/or formation of a residential permit zone (RPZ) where vehicles would need a City permit to park on -street. Pedestrian Activity As school enrollment increases, it is likely the pedestrian activity in the vicinity of the site will increase. As identified under existing conditions, the majority of pedestrian activity is along W Walnut Street during the school peaks and Tieton Drive at S 7th Avenue during the afternoon school peak. Marked crosswalks are not provided at either of these locations. Consideration may be given in the future to adding marked crosswalks to these locations. In addition, if necessary, crossing guards could be provided during school hours for added pedestrian safety. School Transit General school bus service will likely increase as student enrollment increases. With the 20 percent increase in enrollment, at least one additional bus (this excludes special needs service) would be needed. The School District will ensure that service is adequate to serve the population and will add additional bus service as demand increases. The proposed project will not change the drop-off/pick-up location along W Pine Street for general student Page 18 rtranspOGROUP RECEIVED JAN 2 7 2Si2 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # I-1 Transportation Impact Study A.C. Davis High School _ f _ _ _ October 2011 bus service; however, special needs bus service will be moved to the parking lot south of W Walnut Street. This will ensure service is provided closest to the special needs facilities. The parking lot being utilized for drop-off/pick-up of special needs is for faculty and staff, so there will be minimal activity during the school start and dismissal periods since faculty and staff typically arrive before school start and leave after the dismissal, which will minimize vehicle conflicts. Neighborhood Impacts The proposed site circulation may result in minor changes in traffic levels within the adjacent neighborhood. During school start and dismissal, the majority of the traffic in the vicinity of the site is related to Davis. The traffic related to pick-up and drop-off activities that occurs in various locations is being re-route to S 6th Avenue on the south side of the site away from residential areas. S 5th Avenue provides the most direct access to Davis. During non -school hours, some traffic may re-route via S 8th Avenue or S 9th Avenue through the neighborhood due to the elimination of through access on S 7th Avenue at the site. No major impacts are anticipated as a result of the re-routing and no mitigation measures such as traffic control changes to the street system are needed. As discussed previously, the high school parking on -street within the neighborhood may increase as enrollment increases. This is not anticipated to occur year of opening when the student population will remain the same as current conditions. If parking becomes an issue in the future, TDM and/or parking management strategies could be implemented (see Parking RECEIVEDsection). Construction and Phasing .IAN 11 7 nSJ. �.�12 The proposed project will be constructed over several years in phases and school will remain CITY OF YAKIMA open during construction. Construction staging will require some temporary displacement of PLANNING DIV. parking and the School District is working to find nearby parking facilities. They are currently in discussion with two churches located along S 8th Avenue within walking distance of Davis that could provide approximately 70 spaces total. The School District and/or contractor will develop a construction management plan to ensure the safety of students and staff during this period. The plan should consider the following: ■ Replace parking displaced during each construction phase by procuring temporary parking spaces at nearby lots. • If parking cannot be replaced, employ TDM strategies such as issuing permits and not allowing all students to drive to campus. • Require construction workers to park within the construction area and/or that the contractor procures parking for workers so high school parking is not occupied by workers. • Require construction deliveries and worker arrival and departures occur outside the school start and dismissal times to minimize conflicts between construction and high school traffic. • Ensure proper signage to direct student and staff to parking areas and pedestrian facilities. • Notice student and staff on construction activities, areas of campus that are off limits, and appropriate pedestrian and vehicle circulation in and around the campus. DOC. INDEX # I-1 rtranS(JOGROUP Page 19 Transportation Impact Study A.C. Dais High School October 2011 Mitigation & Recommended Improvements The existing surrounding street system would generally accommodate the changes in travel patterns and anticipated growth; however, consideration should be given to the following mitigation measures and improvements: • W Pine Street/S 5th Avenue: Provision of an eastbound left -turn lane along W Pine Street and a two-way left -turn lane along S 5th Avenue. With this improvement, the eastbound approach would improve to LOS E during the 15 -minute AM school peak conditions and LOS D during the 15 -minute PM school peak. W Walnut Street/S 6th Avenue: This intersection will be improved when S 6th Avenue is converted to one-way. These improvements should include re - striping the existing faded channelization including providing a left -turn arrow for the westbound approach of W Walnut Street and installation of signage for the one-way road. In addition, consideration could be given to providing a crosswalk on W Walnut Street at the west leg of the intersection and on both legs of S 6th Avenue. • W Tieton Drive/S 7th Avenue: Consider adding a marked crosswalk on the west leg of this intersection if future safety issues present. On -Street Parking: If problems arise with growth in student population, implement TDM and parking management strategies. These strategies could include issuing parking permits to students to allow only a portion of the student population to drive to campus. Providing time -of -day restrictions and/or a RPZ for on -street parking. Construction: The School District or contractor should develop a construction management plan and include the following: o Replace parking displaced during each construction phase by procuring temporary parking spaces at nearby lots. o If parking cannot be replaced, employ TDM strategies such as issuing permits and not allowing all students to drive to campus. o Require construction workers to park within the construction area and/or that the contractor procures parking for workers, so high school parking is not occupied by workers. o Require construction deliveries and worker arrival and departures occur outside the school start and dismissal times, so construction traffic does not conflict with high school traffic. o Ensure proper signage to direct student and staff to parking areas and pedestrian facilities. o Notice student and staff on construction activities, areas of campus that are off limits, and appropriate pedestrian and vehicle circulation in and around the campus. RECEIVED JAN 2 7 LUi2 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # I-1 Page 20 FranSPOGROUP RECEIVED .IAN 9, 7 "U12 CITY OF YAKIMA PLANNING DIV, DOC. INDEX # I-1 A A C 73 0 C) L x c a� ❑ 1 Type of peak hour being reported: System Peak LOCATION: S 7th Ave -- W Yakima Ave Y/STATE: Yakima, WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621201 DATE: 5/25/2011 4320.72 239 s 2*85 L4 143 285 Peak -Hour: 7:30 AM -- 8:30 AM 15 -Min: 7:45 AM -- 8:00 AM 0.9 7.5 0.0 0.0 1.4 a * L + 4 364 4-7 j t 146 4-562 0.84 324 ♦ 0.80 4-367 0.84 4 4 3.1 ♦ 14.31 4 t 10.1 ♦ 4.3 3.1 y ♦ 2.5 358 y 27 14 r 47 -0 624 #1* � 84 15 QuaLity 31 y 0.0 Z r 0.0 y 2.2 23.1 2.4 0.0 211 7 0 68,112 ♦ * 00 4.5 L 41 i 4 G' 19 0 S77 0 ♦ L�'C1 L o ♦ 0 4 II II 0 1't o t r'r 0 0 0 r [o # 4L ,t % * ac* + 110 # 4L y -` 15 -Min Count Period S 7th Ave (Northbound) S 7th Ave (Southbound) W Yakima Ave (Eastbound) W Yakima Ave _(Westbound) Total I Hourly Left Thru Right U Left Thru Right U Beginning At Left Thru Right U Left Thru Right U Totals 6:30 AM 2 9 4 8 2 0 0 24 2 0 2 48 18 0 137 6:45 AM 7:00 AM 0 10 4 0 0 14 2 0 39 26 18 0 0 24 0 0 0 1 40 0 0 43 6 0 10 11 60 22 0 37 18 0 203 182 7:15 AM 2 16 2 0 58 26 0 0 3 58 5 0 9 62 24 0 265 787 7:30 AM 6 23 30 77 45 0 0 2 59 10 82 21 0 331 981 4 1 1131 Q 19. 112 8:00 AM 4 18 4 0 61 30 1 0 1 4 96 6 0 12 70 42 0 348 1401 8:15 AM 1 17 4 0 53 18 2 0 1 68 7 0 6 103 48 0 328 1464 REC NF- JAN r 7 WY Of Y A&dwii "M ING DI Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U I Left Thru Right U I Left Thru Riaht U Left Thru R3 ht U Total Ail Vehicles 8 104 1 0 N Trucks 0 4 0 400 8 200 4 0 0 0 0 0 404 20 0 8 0 76 0 448 i48 0 8 24 1828 52 Hans 0 c cycles 0 0 0 0 4 0 0 0 8 0 0 0 36 0 0 48 0 Railroad ,stopped Buses DOC. I Comments: Report generated on 7/19/2011 4:58 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) NDEX Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: Alley btwn S 8th Ave & S 7th Ave -- W Walnut St QC JOB #: 10621203 CITYISTATE: Yakima, WA DATE: 5/25/2011 00.00 o 0 0 0 4L Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 010 a 0.0 0.0 0.0�117 140 ♦0 1 L 0♦ 117 0.70 108 ♦ 0.75 ♦ 114 0.86 i 4 3.4 ♦ 0.0 ,t L 0.0 4, 3.4 .I 109 a* 1'L7 i 3 i 142 h t � 3 0 34 F I 2-8 .► ♦ 3,5 2,e y 0.0 z � t� �r 0.0 * 2.1 i - t 4 0.621 37 QuaLity a Courts 0.0 0.0 0.0 i t 700 u 00 3 L 0 0 0 0 0 I -lop i 4L o.0 L o 0 y [ ♦ 0 F I T � 0 7'1 t �s o 0 0 0 J# �ti t r'� ti t r► 15 -Min Count�Ale Period Be innin Ateft btwn S 8th Ave & S 7th y �y tTPiruh RF fir U y btw6n S Bth Ave &�S 7th Left tT�i�u�bittY 11 ve Left W Walnut St (Eastbound) Thru Right U W Walnut St (Westbound) Total Hourly Totals Left Thru Right U 6:30 AM 6:45 AM 0 0 0 0 0 0 1 0 0 0 U 0 0 0 0 0 U 0 5 0 0 16 1 0 0 0 13 0 0 15 0 0 18 33 7:00 AM 7:15 AM 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 9 0 0 27 0 0 0 0 13 0 0 22 0 0 23 50 124 0 0 7 0 0 0 0 U 7:30 AM 0 26 0 0 0 25 0 0 58 164 1 f 8:00 AM _ 8715 AM 2 0 13 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 2n 0 n 0 +, 36 0 G 27 0 0 75 42 271 263 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru RI ht U Left Thru Ri ht U Left Thru R3 ht U Total All Vehicles Heavy Trucks 4 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 152 4 0 0 0 8 0 128 p 0 352 4 0 4 Pedestrians Bicycles 8 0 0 0 0 8 0 0 0 0 0 0 0 0 16 0 0 ^ Railroad �atopped Buses DOC. INDEX Comments: Report generated on 7/19/2011 4:58 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak LOCATION: S 7th Ave -- W Walnut St Y/STATE: Yakima. WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621205 DATE: 5/25/2011 172 0.80 123 { * 4 24 65 63 Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM + * L 0.0 0.0 1.6 i 4 117 ♦18 1 L 64 4- 0.65 109 y 0.72 ♦ 78 0.77 a t►3.4 4- 0.0 L 47♦ 33 144 r► 17 Z t 100 * 245 't t w+ 15 41 73 F � 2.8 ♦ ♦ 5.1 2 1 0.0 i t 1.0 y 2.9 4 * 202 0.66 129 Quality Counts 0.0 7.3 41 f 0.5 4.7 L L 68 48 J o i 4 0 j L 0 0 0 48 'r 0 z h *' �P 0 �0 0 0� __1 t P F —1 * P F 15 -Min Count Period j S 7th Ave (Northbound) S 7th Ave Southbound W Walnut St (Eastbound) W Walnut St (Westbound) Hourly Beginning At Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Total Totals 6:30 AM 6:45 AM 0 1 4 0 0 7 6 0 9 6 3 1 0 14 1 0 1 2 4 0 0 12 3 0 0 12 12 10 0 14 8 0 45 85 7:00 AM _ 7:15 AM 1 8 13 0 0 11 8 0 12 10 18 2 0 20 3 0 1 3 7 1 0 23 3 0 16 27 12 10 0 17 10 0 101 135 366 7;'s0 AM 3 16 15 0 T.2 31 2 0 3 21 4 0 34 20 15 0 186 507 L_ZA� AAMi , 4': 1 1' 1 a 0 237 659, n;00 AM 8.15 AM 6 7 18 0 2 7 6 0 17 6 24 7 0 3 6 0 5 2 30 4 0 20 0 0 21 7 22 23 0 15 6 0 184 80 742 687 RECEIVED JAW 2;7��f DIV "OF NN1NG Peak 15 -Min Northbound Sout ound I Eastbound Westbound Flowrates Left Thru Right U Left Thru Ri ht U Left Thru Right u Left Thru Ri ht U Total All vehicles 1 Trucks 16 44 136 0 0 4 0 72 4 108 36 0 0 0 32 0 152 36 0 0 0 162 0 84 80 0 4 4 948 16 mans tricycles 160 0 0 0 0 16 0 0 0 240 0 0 0 136 0 0 552 0 Railroad iStopsed Buses iNliC INnF Comments: Report generated on 7/19/2011 4:58 PM # I-1 SOURCE: Quality Counts, LLC (hftp://www.qualitycounts.net) P Type of peak hour being reported: System Peak Method for determinina peak hour: Total Enterina Volume LOCATION: S 6th Ave -- W Walnut St QC JOB #: 10621207 CITY/STATE: Yakima, WA DATE: 5/25/2011 48 0.67 49 i + 15 11 22 4 L Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 41 6.7 00 91 s * L 110 *11+ 255 ♦ 16 � tt 23 ♦ 339 0.72 221 ♦ 0.72 ♦ 237 0.73 i y 3.1 4-00 t 4. 8.7 f 2.7 244 ♦ 7 1 g 79 ♦ 255 4'* 3 10 12 2.7 ♦ 4- 3.0 2.5 .0 0.0 : i 0.0 ♦ 3.1 * 0.69 97 25 l uaLlty Counts �oo 0.0 0,0l i 0.0 0.0 2 L 0 0 0 L 51 6 0 ♦ ♦ 0 1 i o 14 h '*' o 0 0 o I �h * r� ti * r► 15 -Min Count Period At S 6th Ave (Northbound) S 6th Ave (Southbound) J Left W Walnut St (Eastbound) Thru Ri ht U Left W Walnut St (Westbound) Thru Ri ht U Totaloal FH.,url.yBeginning left Thru Ri ht U Left Thru Ri ht U 6:30 AM 6:45 AM 1 0 0 0 0 2 3 0 5 0 0 2 0 2 3 0 1 6 8 U 0 16 2 0 0 2 19 1 0 28 1 0 37 65 7:00 AM 7:15 AM 2 1 6 0 1 1 2 0 1 1 1 3 0 1 4 0 4 3 25 3 0 36 0 0 11 5 33 1 0 48 6 0 91 108 301 7:34 AM 1 2 4 08 1 5 4 1 54 4 0 22 66 5 0 173 437 7:h Af a 0 5 7a.73 220. 8:00 AM 8:15 AM 2 3 2 0 0 1 i 0 4 F 2 2 0 2 n 0 5 1 64 2 0 24 0 0 18 1 70 5 0 28 e 0 179 76 I 688 056 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Ri ht U left Thru Ri ht U Total All vehicles I 0 16 20 0 Heavy Trucks 1 0 0 0 16 4 24 32 0 0 4 20 0 316 4 0 4 0 152 0 292 20 0 912 4 0 16 Pedestrians I 8 Bicycles 0 0 0 0 0 0 0 0 92 0 0 0 8 108 0 0 n Railroad W02 ed Buses DOC. INDEX Comments: Report generated on 7/19/2011 4:58 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak LOCATION: S 5th Ave -- W Walnut St 'Y/STATE: Yakima, WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621209 DATE: 5/25/2011 408p,78 380 + 1*07 107 63L Peak -Hour: 7:30 AM -- 8:30 AM 15 -Min: 7:45 AM -- 8:00 AM 5.3 a 238 1.6 3.8 6.5 351 ♦ 57 1 t. 64 ♦ 476 0.63 216 @0 0.74 ♦ 264 0.71 op * a 3.4 4-53 j 1.109 11- 4.0 314 y 41 % t 148 * 545 * /02.9 24 259 22 2 r 1 2.3 y 00 4- 27 *2.4:h r 3.4* 2.9 it � —14 * 427 0.83 505 Quailty 1- Counts 16.7 3.9 1.8 * 3.5 3.6 L L J #P * 4 24 9 0 SL 0 0 ♦ ♦ 0 42 F- dl� o ,fq� Ir a 0 0 0 r z► .� i 4 > 1 T .� a �. ..� �. r r * f• F I q * P � I- 15 -Min Count Period S 5th Ave Northbound S 5th Ave Southbound) W Walnut St (Eastbound) W Walnut Si (Westbound__j I Hourly Beginning At Left Thru Ri ht U Left Thru Right u Left Thru Right U Left Thru Right u Total i Totals 30 0 45 23 0 13 28 3 0 0 16 1 0 21 18 8 0 176 6:45 AM 3 50 43 0 10 38 8 0 4 10 2 0 18 22 7 0 215 7:00 AM 7:15 AM 1 37 25 0 6 28 41 0 13 18 38 9 0 35 9 0 3 6 27 6 0 30 5 0 26 24 36 6 0 49 10 0 227 261 879 7:30 AM 10 65 54 0 1 28 55 20 0 15 54 8 0 37 69 7 0 412 1115 7: 22 $I} 15 D _ 7' 8:00 AM 8:15 AM 3 fib 61 0 4 58 40 0 25 23 54 13 0 56 4 0 14 6 55 14 0 19 4 0 24 41 65 1•i 0 31 21 0 410 307 1657 1703 RECEIVED JAN 2 3 20.12 CITY OF YAC IMA PLANNING ow Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left. Thru Right U Left Thru Right U Left Thru Right U Left Total Thru Ri ht All ehicles Y Trucks 28 312 268 0 4 4 4 124 8 292 104 0 4 0 88 0 352 60 0 8 4 184 8 396 88 2296 8 4 56 .vans bicycles 76 0 0 0 0 4 1 0 0 4 0 0 0 0 84 0 0 1 Railroad Stop to ed Busesl DOC. INDEX Comments: Report generated on 7/19/2011 4:58 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determinina Deak hour: Total Entering Volume LOCATION: S 8th Ave -- W Spruce St QC JOB #: 10621211 CITY/STATE: Yakima, WA DATE: 5/26/2011 33 0,75 54 a * 3 18 12Ll a 4 Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 0.0 5.6 0.0 * L op 29 ♦ 1 L 31 ♦ 77 0.56 15 ♦ « 20 0.53 .0 i 4 0.0 ♦ 0.0 t. 0.0 ♦ 0.0 18 ♦ 2 I i 26 ♦ 55 s zz ze 0.0 ♦ ♦ 0.0 00 ♦0.0 3h * �r 0,0♦ 0.0 *�it�i 46 D.52 56 ❑ Counts 4�OUJ�LrJ 0.0 9.1 0.0 4 t 2.2 3.6 L 1 I v i 4 0 ♦ 4- 0 r� I 0 14 h 4 f r 0 ♦ t r' 7**F_ 15 -Min Count Period Beginning At S 8th Ave (Northbound) Leh Thru Right_ U S 8th Ave (Southbound) W Spruce St (Eastbound) _ Left Thru Right U W Spruce St (Westbound Total Hourly Totals Left Thru Right U Lek _ Thru Right U 6:30 AM 0 2 0 0 0 2 0 0 0 1 0 0 1 0 0 0 6 6:45 AM 0 2 0 0 0 0 0 0 0 2 0 0 2 3 0 0 9 7:00 AM 7:15 AM 0 2 0 0 0 3 2 0 0 0 2 0 0 1 0 0 1 2 0 0 1 0 1 0 2 1 2 1 2 0 3 1 0 12 14 41 7:30 AM 1 8 4 0 2 6 1 0 0 6 0 0 1 3 4 a 0 43 78 ;4�' r 0 8'00 AM Br?: AM_ _ 1 6 8 0 1 0 0 3 5 0 6 0 0 2 n 0 0 3 0 0 1 n n n t0 n 8 5 0 1 n 62 7 191 194 Peak 15 -Min Northbound Southbound Eastbound Westbound Flawtrates Left Thru Right U Left Thru Right U Lett Thru Right u Left Thru RI ht U Total All Vehicles 12 32 64 0 Heavy Trucks 0 4 0 20 0 16 8 0 0 0 0 24 8 0 0 0 0 5 0 28 64 0 328 0 0 4 Pedestrians 4 Bicycles 0 0 0 0 12 0 0 8 0 0 0 0 0 24 0 " Railroad Islopped Busesi DOC. INDEX Comments: # I-1 Keport generatecl on t11912U11 4:59 FM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: Alley btwn S 8th Ave & S 7th Ave -- W Spruce St QC JOB #: 10621213 Y/STATE: Yakima WA DATE: 5i26/2011 s 0.38 6 a * 3 0 3 to Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM } 1*7 0.0 0.0 0.0 80 4.2 j tt 4 �r 86 r 0.501 47 y 0.50 I ♦ 76 0.50 0.0 ♦ 0.0 t 25.0 ♦ 1.2 52 y 3 Z i' 60 50 41 * 90� 1 0 0 � * � (�t�aLlty Counts 2,1 y ♦ 0.0 1.9 y0.0 Zh * 0r 00* 2.0 0.0 00 0.0 F 0.00 ❑ i * 9 1 0.0 0.0 L 0 0 0 L 0 6 0 J i o 0 ♦ ♦ 0 F 4. ro 0 741 0 0 OF L L .>• t y + .i i t. > ~ w w F 15 -Min Count Period Beginning At Alley btwn S 8th Ave & S 7th daft �t°iruftb i U y btwn S 8th Ave & S 7thAveW i� Left ru RU Left Spruce St (Eastbound) Thru Ri ht U W Spruce St Westbound Left Thru Ri ht U Total Hourly Totals 6:30 AM 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 U u 2 0 0 0 1 0 0 0 5 0 0 7 7:00 AM 7:15 AM 1 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 1 1 0 1 0 0 1 3 0 0 0 6 1 0 10 8 27 7:30 AM 0 0 0 0 0 0 1 0 1 8 1 0 1 15 0 0 27 152 7 1 0 0 251' 4 7 •2 0_ 73 18 8:00 AM SA5 AM 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 14 1 0 0 0 Q 1 21 1 0 0 3 1 0 41 4 149 145 RECEIVED JAN � 7 ZGIZ Ty OF V� PLANNING Peak 15 -Min I Northbound Southbound Easthound Westbound Flowrates Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri h U Total All vehicles F 'rucks 0 0 0 0 0 0 0 12 0 0 4 0 0 0 0 0 1 4 0 4 0 16 148 8 292 0 0 4 8 rians bicycles 4 0 0 0 0 8 0 0 0 0 0 0 0 12 0 0 0 0 Railroad Sto ed Buses DOC. INDEX Comments: Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Enterino Volume LOCATION: S 5th St -- W Spruce St QC JOB #: 10621215 CITY/STATE: Yakima, WA DATE: 5/25/2011 430 0.80 504 a * L 39 358 33* J 4 4 Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 2.8 2.8 a 0.0 2.8 6.1 L 71 F3 j 14� 24 0.59 5 y 0.79 * 31,00 .� i b 0.0 F0.0 t 1621.44-16.7 33 y 25 It 4F 7* 61 0.0 ♦ go 4- 0.0 29 487 23 ram `� � # � L Counts � 0.0 0 0.0 i i 14,3 -0 3.3 41 * to [- 0.0 2.3 0.0 * 390 0 77 539 2.8 2.0 2 L 0 .+ a L� 0 � 3 0 1 f. L p y `'iYIJ ♦ V AOL 0 14 o F �0 0 04- F L L J J i i► J* I f _j i 4 R z s �h * r•� z s ti R r► 15 -Min Count Period S 5th St (Northbound) S 5th St Southbound) W Spruce St (Eastbound) W Spruce St (Westbound) Total Hourly Left Thru Right u Left Thru Right U Left Thru Right U Beginning At Left Thru Right U Totals 6 M 0 67 4 0 1 49 0 0 0 0 1 0 0 0 0 0 122 6:45 AM 7:00 AM 0 95 3 0 2 65 3 0 2 3 54 0 0 64 2 0 0 10 0 0 0 2 0 0 0 0 1 0 0 1 0 155 143 7:15 AM 2 75 1 0 2 62 2 0 1 0 1 0 1 0 3 0 150 570 7:30 AM S 122 5 0 9 83 6 0 1 2 8 0 1 0 1 0 246 694 7 1 8:00 AM 8:15 AM 2 129 5 0 1 90 4 0 8 5 Be 7 0 0 7 n 1 n 3 4 0 n n n 3 3 2 4 0 n a 0 248 206 I970 I 1026 Peak 15 -Min Northbound Southbound Easthound Westbound Flowrates Left Thru Ri ht U Left Thru Right u Left Thru Ri ht U Left Thru RI ht U Total All Vehicles 80 584 36 0 Heavy Trucks 0 4 0 44 4 408 88 0 4 0 4 0 0 52 0 0 0 0 0 4 4 0 1.304 0 0 12 Pedestrians 0 Bicycles 0 0 0 0 4 1 0 0 0 0 0 0 4 8 0 0 1 Railroad IStopped Buses Comments: DOC. INDEX Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC kntip:iiwww.quaiity —,unts.net) Type of peak hour haing reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: Alley btwn S 8th Ave & S 7th Ave -- W Pine St QC JOB #: 10621217 Y/STATE: Yakima, WA DATE: 5/25/2011 3 10.751 3 a _ 1 Peak -Hour: 7:30 AM -- 8:30 AM 0.0 0.0 * 4 Peak 15 -Min: 7:45 AM -- 8:00 AM a 00 0.0 0.0 * L •' 10 ♦ i 1 t 2 �. 12 0 7 ♦ 1.25 « 9 1.00 40 i 4 0.0 4.0.0 1 t 0.0 4.0.0 8 0 Z i 1* 10 0 0 2 7 QuaLlty Counts 0.0 .0 « 0.0 0i 0.0* 0.0 0.0 y0.0 Zh It 0.0 0.0 0.0 [- �i a * 2 0.00 2 t 0.0 0.0 L 0 0 0 L 0 0 J i t 1 t 0 1 ♦<ft>♦ 1 0 F �i 0 7 r 0 h t f 0 0 0[— L 41 L J .t i b -1 F � � t t• � 7 h� * ,. s 15 -Min Count Period Beg innin At Alley btwn S 8th Ave & S 7th y left {�iruhb"hT U y btwn S 8th Ave & S 7th I Leftiruuhb�i� U Aveve Left Pine St Eastbound Thru Right u W Pine St Westbound Left Thru Right U Total Hourly Totals :30 AM 6:45 AM 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 4 8 0 0 19 0 0 0 6 1 0 0 15 3 0 17 42 7:00 AM 7:15 AM 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6 0 0 4 0 0 0 14 2 0 0 5 0 0 23 10 92 730 AM 0 0 1 0 7 0 0 0 D 2 0 0 0 2 1 0 7 82 D -a 1 8:00 AM 8:15 AM 0 0 0 0 D 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0 0 0 7 0 0 1 0 0 0 8 5 30 25 4�C,PWED .SAN 2 7 NII dpi Div- ANNING Peak 15 Min Northand Southbound Easthaun estbound Flowrates Left Thru Right U Left Thru Ri ht U Left Thru Right U left Thru Right U Total All "-hicles F Trucks 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 8 0 0 0 0 0 0 4 0 1 20 0 0 0 0 1 pians Bicycles 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 Railroad stopped Buses DnC INvnrV Comments: Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determininq peak hour: Total Enterina Volume LOCATION: School Parking Dwy btwn S 8th Ave & S 7th Ave -- W Pine St QC JOB #: 10621219 CITY/STATE: Yakima, WA DATE: 5/25/2011 3 0.75 6 a o * Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 00 i* 00 i 4 0.0 0.0 00 L 12 F 2 1 t 4♦ 14 1.00 8 1.35 1 4.10 1,00 40 0.0 * 0.0 > 4 00 ♦ 0.0 1Q ;0 r 0N► 9 * 0 0 0 i * uaLity Counts `-L a•• 0.0 00 00 0 0.0 Z r 0.0 ♦ 00 h t � 00 0.0 00 0.00 ❑ i 0 0 0.0 0.0 L 0 0 0 L 0 '' , 0 I v i 1 !'.. 4 t 0 Q F- I �r 0 7 r 0 t P t - � o 0 0 L �.� i 4L J# 15 -Min Count Period Beginning At School Parking Drwy�btwn S Left i yt}b� ht U t3cAvelWf�YBthg4Dviy btw�n S Left-(fivu{�4u t U th Ave �{ East 6% Left Thru Right U t.eR W Pine St ) Westbound Thru Ri ht U Total Hourly Totals 6:30 AM 6:45 AM 0 0 0 0 0 0 0 0 2 1 0 1 0 0 0 0 6 4 0 0 16 4 0 0 0 6 10 0 18 32 0 9 71 7:00 AM 7:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 3 4 0 0 1 3 0 00 0 14 11 0 4 0 0 36 9 145 T-30 AM 0 0 0 0 0 0 0 0 1 3 0 0 6 3 D 0 7 123 t 7.45 - - 8:00 AM 8:15 AM 0 0 0 D 0 n 6 0 0 a 0 2 0 n n n 0 1 0 0 n z n 0 4 0 5 2 0 1 1 0 10 5 31 27 Peak 15 -Min Northbound Southbound I Eastbound Westbound Flowrates Leh Thru Right U Left Tlpru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Total All Vehicles Heavy Trucks 0 0 0 0 0 0 4 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 4 4 0 0 0 20 0 Pedestrians Bicycles 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 Railroad Istopped Buses DOC_ TNDRX Gomments: Report generated on 7/19/2011 4:59 PM SOURCE: Quallty Counts, LLC (hftp://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 7th Ave -- W Pine St QC JOB #: 10621221 'Y/STATE: Yakima, WA DATE: 5/25/2011 447 47 Peak -Hour: 7:30 AM -- 8:30 AM 21 3 20 a Peak 15 -Min: 7:45 AM -- 8:00 AM a .0 i 4 * L 0.0 5.0 0.0 %4�. 2 � AL13 ♦ 23 .i ♦ y 0.0 ♦0.0,� (L 7.74-4.3 1.00 c ♦ 0.82 ♦ 6 0.721 .0 4.0.0 0.0 9 .61 7 C 4 .Y 266 �t t 0.0 ♦ 0.0 Z h f f 0.0 ♦ 3.8 O.D 0.0 6. 5 32 16 s *dal l LTi` 3 25 53 0.83 -1� ❑ 4.0 1.9 L 1 1 0 400* __1 4L 0 5 D L 0 T 0 1� t 0 0 1 f 0 1 0 110 a 4L-1 "F _J+ a aL ♦ ♦ ♦ �� —1 � F 7*% #*F- t 15 -Min Count S 7th Ave S 7th Ave W Pine St W Pine St I Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly Beginning At Left Thru Right U Left Thru Ri ht U Left Thru Ri fit U Left Thru Ri ht U Totals 6:30 AM 4 32 6 0 7 17 0 0 0 3 3 0 2 12 12 0 98 6:45 AM 16 36 17 0 6 15 4 0 2 3 0 0 4 30 17 0 150 7:00 AM 13 14 6 0 9 18 2 0 1 2 3 0 5 10 7 0 90 7:15 AM 0 11 4 0 0 5 1 0 1 2 0 0 3 3 0 0 30 368 7:30 AM 1 5 40 0 3 0 0 2 1 0 0 3 2 1 0_22 202 7.i}5 - 8:00 AM 2 9 2 0 1 2 5 $ 0 0 1 0 0 0 2 6 0 32 118 _ 8:15 AM 1 8 5 0 0 6 0 0 0 2 0 0 1 - 0 24 112 RECEIVED ,JAN � 7 '.�12 CITY OF YAKIMA PLANNING DIV Peak 15-MinNorthbound Southbound astboun estboun Flowrates Left Thru RI ht U Left Thru Ri ht U I Left Thru RI ht U Left Thru Right U Total All Vehicles 4 40 20 0 8 24 0 0 0 8 0 0 4 424-7136 N rucks 0 0 4 0 0 0 0 0 0 0 0 04 nans 0 4 0 8 12 L'.': cies 0 1 0 0 0 1 0 1 0 0 0 03 Railroad Stopped,13uses DOC. INDEX Comments: # I-1 Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (hftp://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: School Dwy btwn S 7th Ave & S 6th Ave -- W Pine St QC JOB #: 10621223 CITY/STATE: Yakima WA DATE: 6/2/2011 1003 9 Peak -Hour: 7:30 AM -- 8:30 AM 00 22.2 s o a L Peak 15 -Min: 7:45 AM -- 8:00 AM i * L 0.0 0.0 0.0 4 140 i 4 79 *2 j i 7 r 60 0.0 4- 50.0 414.3♦ 1.3 0.57 48 y 0.53 l 4. 73 0.49 I 4 2 I OM ♦ 0.0 30 ♦ 0 7 0 ♦ 52 �1 f 60 000 i� Pr 0.0♦ 3.8 0 0 0 i + uaUty Counts 0.0 00 0.0 0 0.0010 �i t� E]a:Q 00 00 0 L 0 0 0 —1 L 0 IL II I 1' L 0 0 0 i 4 -1 .t i t. L 15 -Min Count School Dwy btwn S 7th Ave SkBth[)A@ ry btwn S 7th Ave S 6th Plne St W Pine St BeginningAt Period t� Lefti�utb�i�t _� 1P U Loft stbound) (Westbound) Hourly Leh �Truhh U Thru Ri ht U Left Thru Right UT Total Totals 6:30A 0 0 0 0 0 0 0 0 0 6 0 0 0 6 1 0 13 6:45 AM 0 0 0 0 3 0 2 0 2 5 0 0 0 1 1 0 14 7:00 AM 0 0 0 0 0 0 1 0 3 8 0 0 0 5 5 0 22 7:15 AM 0 0 0 0 0 0 1 0 1 2 13 0 0 0 12 4 0 32 81 7:30 AM 0 0 0 0 0 0 1 0 ! 1 10 0 0 -0 9 4 p 1 J25 93 7,45 AM I D 0 a 0 2 0 t AL 0 1 6e JAE 8:00 AM 0 0 0 0 1 0 2 0 1 0 13 0 0 0 19 2 0 37 160 8:15 AM 0 0 f) n 1 n 2 0 t 3 r0 0 0 .5 n n +,2 1 A Peak 15- MITI Northbs Flowrates Leh Thru Ri 1 All Vehicles 0 0 0 Heavy Trucks 0 0 0 Pedestrians 0 Bicycles 0 0 0 Railroad 'topped Buses Comments: Report generated on 7/19/2011 4:59 PM 0 0 0 0 0 0 0 Lastboun M Thru Right 0 88 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 Total i 264 0 0 1 DOC. INDEX # I-1 SOURCE Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 6th Ave -- W Pine St OC JOB #: 10621225 'YISTATE: Yakima WA DATE: 6/2/2011 1e 0.75 18 Peak -Hour: 7:30 AM -- 8:30 AM s o s L Peak 15 -Min: 7:45 AM -- 8:00 AM a a 4 0.0 0.0 0.0 81 ♦ 7 AL 11 ♦ 83 o i 4 12 ♦ 0.0 1 t 0.0 ♦ 1.2 0.54 45 10 0.54 I 4. 72 0.51 4.4 ♦ 00 1.4 52 ♦ 0 1 t 0 ♦ 54 *) t P 3.8 -0 0.0 Z t 0.0♦ 37 h ♦ P 0 0 0 i * QLy Counts �0.0 0.0 0.0 a:0.0ua1)I 0 0.00 1 a t 0.0 12 L 0 0 0 40=* __j 4P L 2 0 0 0 -0 t 1 ♦ �j'fi'_i ♦ 1 4% F oF 0 0 0 �� f VL r r 15 -Min Count S 6th Ave S 6th Ave W Pine St W Pine St Period (Northbound) (Southbound) Eastbound (Westbound) Hourly Beginning At Left Thru R! hl U Left Thru Right U Left Thru Right U Left Thru Right U Total Totals - 6:30 AM otals6: 0AM 0 0 0 0 _1U 1 0 3 3 0 0 0 6 1 0 15 6:45 AM 0 0 0 0 2 0 0 0 3 5 0 0 0 2 3 0 15 7:00 AM 0 0 0 0 2 0 2 0 4 4 0 0 0 8 4 0 24 7715 AM 0 0 0 0 1 0 3 0 3 10 0 0 0 13 1 0 31 85 7:30 AM 0 0 0 0 2 0 1 0 1 9 0 0 0 12 3 0 28 98 0 0 0 0 37 4 0 711 i 4 i 8:00 AM 0 0 0 0 4 0 2 0 j 2 12 0 0 0 19 4 0 43 173 8:15 AM 0 0 0 0 1 0 2 0 1 1 3 0 0 0 4 ❑ 0 11 I 153 F' Trucks 0 0 0 rians 0 c ,.ycles 0 0 0 Railroad Stopped Buses Comments: Report generated on 7/19/2011 4:59 PM RECEIVED CITY OF YAKNIA PLAINNING DIV. uthbound 0 0 0 0 0 0 0 0 0 16 4 0 0 0 0 0 1 0 0 0 0 Total 84 0 20 1 DOC. INDEX # 1-1 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 5th Ave -- W Pine St QC JOB #: 10621227 CITY/STATE: Yakima WA DATE: 5/25/2011 asso,a� 544 Peak -Hour: 7:30 AM -- 8:30 AM a * Peak 15 -Min: 7:45 AM -- 8:00 AM a 20 41 327 20* L L 2,4 2.1 50 .► ♦ b I 1134-27 1 t< 13 4- 28 J4 a 4 0.9 4 7.4 .} 4 15.4 4- 7.1 0.66 7 0.76 ♦ 6 0.78 14.3♦ 0.0 74 .► 40 i t 7* 43 �1 ♦ f 4.1 y0.0 i� �i 0.0♦ 7.0 64 504 16 a�i l�I� 0.0 1.4 63 374 0.73 584 -1+ 1.9 1 4 L 0 2 0 .0 + 4 L ttcc Io s L 0 8 4 I 1 y i ♦ 0 r 0 2 � o 0 0 .+ ri 4 L y � ♦ i ti + ti t � � h f r• 15 -Min Count S 5th Ave S 5th Ave W Pine St W Pine St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht u Total Totals 6:30 AM 70 0 4 43 3 0 3 0 4 0 0 1 2 0 132 6:45 AM 1 88 3 0 6 46 5 0 6 2 1 0 2 2 2 0 164 7:00 AM 4 58 1 0 6 52 7 0 6 4 1 0 2 3 2 0 146 7:15 AM 10 67 4 0 1 3 49 9 0 5 2 4 0 1 2 1 0 157 599 T:30 AM 15 135 4 0 1 5 74 12 0 5 2 9 d 0 2 3 0 1 266 1 33 8'00 AM 12 121 4 0 6 74 13 0 10 3 13 0 2 4 3 0 255 1021 P.:15 AM 1 01 2 0 7 0 C. 3 0 t u 3 u 2176 i urs Peak 15 -Alun Northb[ Flowrates Left Thru Rig! All Vehicles 144 628 24 Heavy Trucks 0 4 4 Pedestrians 4 Bicycles 0 0 0 Railroad 'topped Buses] Comments: Report generated on 7/19/2011 4:59 PM 0 4 0 0 0 0 0 0 0 8 24 4 0 1 0 0 0 0 0 0 0 Total 1 12 40 DOC. INDEX # I-1 SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Lut:AI IUN: 5 11th Ave -- I Teton Ur 'YISTAiE: Yakima, WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621229 DATE: 5/25/2011 138 0,82 160 Peak -Hour: 7:30 AM -- 8:30 AM 36 31 1102 0 36 Peak 15 -Min: 7:45 AM -- 8:00 AM L4.9 0.0 0.0 r i 4 479 4.126 t L34 * 411 L 2.9 4- 4.0 t L 0.04- 2.2 F0. 0.74 ♦ 377 0.8069 566 * 1.4 4- 2.4 6920 0 7 C 0* 602 �) * [� 1.9 * 0.0 Z h * r 0.0 1.3 0 0 0 + �` i ♦ F Quad y L.. aunts 0.0 0.0 0.0 0 0.00 0 � �i t� �1 0.00,0 Lj � _ L r t 010 3 6 0 10 0 0 It �' 0 41L�9 .1 �► _ 01 * r• [_ 0 L 15-Mln Count S 11th Ave S 11th Ave Tieton Dr Tieton or Period (Northbound) Southbound Eastbound 1 (Westbound) Hourly Beginning At I Left Thru EAht U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht Total Totals 6:30 AM 0 0 0 0 0 5 0 7 75 0 0 0 53 2 0 145 6:45 AM 0 0 0 0 3 0 7 0 31 82 0 0 0 42 7 0 172 7:00 AM 0 0 0 0 3 0 13 0 19 74 0 0 0 54 0 0 163 7:15 AM 0 0 0 0 5 0 13 0 25 103 0 0 0 71 7 0 224 F704 7:30 AM .0 0 0. 0 9 0 260 23 146 0 0 0 111 6 0 321 880 7:4 . RA' n'5 44 207' 115 421 1 8:00 AM 0 0 0 0 5 0 32 0 30 115 0 0 0 7i 5 0 259 1225 8:15 AM 0 0 0 0 7 0 17 0 29 98 0 0 0 79. 10 0 240 1 241 RECEIVED j4N 2 7 if 12 G?LANNING DIV, Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru R3 ht U Left Thru Right U Left Thru Ri I1t U Total All 11Phicles 0 0 0 0 60 0 108 0 176 828 0 0 0 469 52 0 1684 F Trucks 0 0 0 0 0 8 4 16 0 0 4 0 32 rians 0 0 8 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad .Stopped Buses DOC. INDEX Comments: I-1 Report generated on 7/19/2011 4:59 PM _# SOURCE: Quality Counts, LLC (http://www.qualitycounts.nLi) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 7th Ave -- Tieton Dr QC JOB #: 10621231 CITY/ TATE: Yakima, WA DATE R/9/9(111 77 0.84 140 # I 53 10 14 IL Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM 0.0 0.0 0.0 4 * L J i 4 - 345 ♦ 97 1 L 24 4-314 0.78 510 y 0.78 I 4.285 0.75 ,1 ♦ 4 0.6 4-4.1 ' t, 8.3 4- 1.3 609 -0 2 F 5 * 533 0 4 ♦ 0.7 �1 t 7 19 9 a:QuaUtyCounts 0.8 *0.0 Z� raj 0.00 02 5.3 0.0 17 35 0.47 ❑ 0.0 0.0 2.9 L L J v ♦ b 0 1 L 0 2 16 ,` 0 ♦ 0 y �.'}'�J 11 F0 0 0 L ,► b -1, i b hl � r► � ti t r• 15 -Min Count Period S 7th Ave (Northbound) S 7th Ave (Southbound) Tieton Dr (Eastbound) Tieton Dr (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U Total Totals 6:30 AM 2 0 2 0 0 1 2 0 7 54 0 0 1 30 0 0 99 6:45 AM 0 3 4 0 0 0 5 0 8 76 0 0 1 34 1 0 132 7:00 AM 7:15 AM 1 3 1 0 5 1 0 0 0 4 1 4 0 1 7 0 17 15 68 0 0 87 0 0 0 1 2 32 2 0 32 5 0 129 159 519 7:30 AM 1 7 1 0 3 1 15 0 27 129 0 0 1 D 63 6 0 253-1 673 1 9.7 12 0 330 8711 8:00 AM 8:15 AM 2 5 1 0 f :1 5 n 5 1 5 13 0 7 n ie R 136 1 0 95 0 f 2 I 2 71 5 0 3C ^ 264 11 8 1 1006 11033 t � Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U I Left Thru RI ht U Total All Vehicles Heavy Trucks 12 16 8 0 0 0 0 12 0 8 72 0 0 0 176 8 600 0 0 4 0 4 0 354 48 0 320 8 8 28 Pedestrians Bicycles 4 0 0 0 0 0 0 0 0 0 0 0 0 40 44 0 0 0 Railroad IStopped Buses _ DOC. INDEX Comments: Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume Comments: Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1 LOCATION: S 5th Ave -- Tieton Dr TY/STATE: Yakima WA QC JOB #: 10621233 DATE: 5/25/201-1 365 0.89 579 _j191 161 s .0 i 4 Peak -Hour: 7:30 AM -- 8:30 AM Peak 15 -Min: 7:45 AM -- 8:00 AM s 1* 2.6 2.5 0.0 289 ♦ 363 t t 4 « 17 0.81 40 y 0.74 ♦ 13 0.85 J 4 2 8 ♦ 1.7 b t 00 ♦ 5.9 500 y 97 7 i 0 * 55 �1 ♦ f 85 212 2 i � 00 tM 2.0 ♦4.1ii h * 4- 7 7 & 0.0* 0.0 25858 299 0.35 299 ity Counts a:Q 24 1.4 0.0 3.1 1.7 0 o a �op o 15 0 + 0 s 0 y �l', 4L t 0 4 0 o � � 0 14! � 0 0 Pr 0 0 t ITT' .► _ �. t y 15 -Min Count Period S 5th Ave (Northbound) S 5th Ave Southbound Tieton Dr Eastbound Tieton Dr (Westbound)Hourly Beginnin At Left Thru . 1: U Left Thru Ri ht U Left Thru Ri ht U Left Thru RI ht U Total Totals 6: 6:45 AM 8 1 00 13 17 0 0 2 19 25 0 14 31 0 50 74 4 14 0 8 15 0 0 3 0 0 0 0 1 0 142 175 7:00 AM 7:15 AM 12 19 1 0 22 23 2 0 4 1 15 34 0 23 33 0 50 55 9 13 0 8 19 0 0 1 0 0 0 1 1 0 158 188 663 7:30 AM 20 40 0 0 f 3 32 47 0 108 5 24 0 0 1 1 0 261 802 7 g - lu _165 1 8:00 AM 8:15 AM 15 47 0 0 11 31 0 0 1 4 54 34 0 30 57 p 89 61 8 24 0 9 18 4 0 2 0 0 p 6 2 0 274 229 1140 1181 RECEIVED h •IN 2 7 2C12 W i OF YAKIMA P ANNING DIV. Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Ri ht Total All Vehicles N Trucks 156 376 8 0 4 0 0 20 0 180 212 0 0 4 42U 4 72 124 0 0 8 0 16 4 0 4 0 1588 24 vans ­ycles 0 0 0 0 0 0 2 0 0 28 0 0 0 0 0 0 28 2 Railroad Stopped Buses I nnC iNDFX Comments: Report generated on 7/19/2011 4:59 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 7th Ave -- W Yakima Ave QC JOB #: 10621202 CITY/STATE: Yakima. WA r1AT=m r./7r./7r111 371 p.ga 516 LPeak-Hour: 3 109 259 2:30 PM -- 3:30 PM peak 15 -Min: 2:45 PM -- 3:00 PM + 1* 0.0 1.8 2.7 r i 4 432 ♦ 11 IL 344 ♦ 790 0.98 354 .► 0.97 ♦ 396 [0:95 v i �► 1.6 ♦ 0.0 1 2.0 ♦ 1,9 2.3 ♦ 00 ♦ 1.5 386 -0 21 i i 50 * 652 ♦ f 33 161 39 2.1 * 0.0 Z r 4.0 ♦ 2.3 h ` * 180 0.97 233 a:Q uaLlty Counts �3.0 1.2 0.0� i t 2.2 1 3 7 L 0 0 0 L 18 37 o s ,..., t o 0 y ♦ 0 V 1* I I I in 44 Y!Y $� r 00 z� * �� 6 � �--- � 0 0 o i 15 -Min Count Period S 7th Ave (Northbound) S 7th Ave (Southbound) W Yakima Ave (Eastbound) W Yakima Ave (Westbound) I Hourly Left Thru R -19 -ht U Beginning At Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U Total Totals 2:00 PM 8 Z 15 0 48 18 1 0 2 71 3 0 10 82 72 0 359 2:15 PM 5 17 5 0 66 23 2 0 5 69 2 0 11 89 68 0 362 1 2:30 PM 9 41 7 0 14, 23 0 0 4 96 e 0 4 12 86 76 0 434 1 A.. 1 &7 3.00 PM 3:15 PAT! 7 36 10 0 9 44 10 0 57 31 2 0 61 28 0 0 0 3 101 5 0 69 4 0 12 8 103 99 0 100 86 0 463 422 1720 1780 3:30 PM 3:45 PM 9 47 14 0 5 35 11 0 67 21 1 0 66 23 4 0 3 r, 79 1 0 Al 9n 12 7 108 91 0 o7 a7 n 453 nzz 1799 1771 Peak 15 -Min Northbound Southbound Eastbound Westbound ITotal Flowrates Left Thru Right U Left Thru Right U Left Thru R1 ht U Left Thru RI ht U All Vehicles Heavy Trucks 32 1 48 0 0 0 0 268 108 4 0 4 0 0 16 0 35 24 0 16 0 72 4 426 332 0 1844 8 0 32 Pedestrians Bicycles 0 0 0 0 8 0 0 0 0 52 0 0 0 76 136 0 0 0 Railroad IStopped Buses nnr MnFY Comments: #- Report generated on 7/19/2011 5:01 PM- SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak LUc;A I IUN: Alley btwn 5 8th Ave & S 7th Ave -- W Walnut St "YISTATE; Yakima. WA Method for determining peak hour: Total Entering Volume 0 0.00 2 Peak -Hour: 2:30 PM -- 3:30 PM ♦0 0 *,o L Peak 15 -Min: 2:45 PM -- 3:00 PM 170 ♦2 j t 0 4- 171 0.94] 136 ♦ 1 0.88 4- 168 I 0 97 1 139 * 1 '1V : 3 ► 1791 1 t P 2 0 41F Quality Counts 2 0.57 43 a L 1 30F_ y 7 � 15 -Min Count Alley btwn S 8th Ave & S 7th �y btwn S 8th Ave & S 7th Ave W Walnut St Period HH,,S 8t u (Eastbound) Beginning At L. (TESru r U Left ru r U Left Thru Ri ht U 2:00 P 0 1 0 0 0 0 0 0 30 1 0 2:15 PM 0 0 1 0 0 0 0 0 0 24 0 0 2:30 PM 1 0 18 0 0 ? 1 0 0 0 32 0 0 S:aO PM 1 0 0 0 0 0 0 0 0 42 1 0 3:15 PM 0 0 4 0 0 0 0 D 0 27 0 0 3:30 PM 0 0 6 0 0 0 0 0 0 27 0 0 3:45 PM 0 0 1 0 0 0 0 0 0 36 0 0 Peak 15 -Min Northbound Southbound Easthound Flowrates Left Thru Right U Left Thru Right u Left Thru RI ht U All Vehicles 0 0 76 0 0 0 0 0 8 140 0 0 F Trucks 0 0 0 0 0 0 0 4 0 .rians 40 0 0 r, cycles 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 7/19/2011 5:02 PM QC JOB #: 10621204 DATE: 5/25/2011 0.0 0.0 joto0.0 0.0 J ♦ 1.2 *00 j b t 0.0 ♦ 1.2 5.1 * 1.2 5.0 -00.0 Z '1 :f 0 0 0.0 t 0.0* 3.9 0.0 ♦ t 0.0 00 0 0 r 0 I �► -1 ♦ 0 l L� L 0 1 y � ♦ 1 0 7 '1 t 0 70 0 0t'F �d a L z s W Walnut St (Westbound) :ft_ Thru Right U Total Hourly Totals 0 41 0 0 73 0 36 0 1 62 1 41 0 1 94 is 44 0 41 0 1 0 42 0 0 86 342 73 353 0 45 0 1 0 50 0 0 79 338 87 325 RECEIVED JAN 2 7 2.C1Z CITY OF PLANNING DIVA 0 4 0 0 0 0 0 Total 400 8 40 0 DOC. INDEX # I-1 SOURCE: Quality Counts, LLC (http://www.quaiitycounts.net) Type of peak hour being reported: System Peak Method for determinina peak hour: Total Enterina Volume LOCATION: S 7th Ave -- W Walnut St QC JOB #: 10621206 CITY/STATE: Yakima, WA DATE: 5/25/2011 147 0-s4 207 t t 21 64 62L � a 4 Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM o.7 a 0-0 0.0 140 1.9 t 1-6 172 ♦ 28 j L 107 ♦ 321 0.77 144 ♦ 0.86 ♦ 146 1 00 i 2.3 4-3.6 j 4 L OA 4- 1,6 I 3.5 ♦ 2.7 182 ♦ 10 7 P 68 ♦ 289 5 72 83y F 3.3 ♦ 0.0 1 i 1.5 ♦ 2.1 a * 142 0:62 160 # IJa 4,y Counts 0.0 4.2 0.0 i t 0.7 1.9 3 L 0 0 0 L 7 66 v ♦ 4 0 L 0 1 ♦ 0 *=*'W zs F 4r L .r 0 z'1 t t'r 0 � 0 0 o 15 -Min Count Period S 7th Ave (Northbound) S 7th Ave (Southbound) W Walnut St (Eastbound) W Walnut St (Westbound) Total Hourly Left Thru Right U Left Thru Ri ht U Beginning At 9 9 , Left Thru Ri ht U ^8 Left Thru Rio ht U Totals 2:00 PM 0 6 0 14 9 5 0 7 25 0 0 11 36 2:15 PM 2 8 7 0 19 12 2 0 3 21 1 0 11 28 2 0 32 16 0 36 28 0 143 134 211 2:30 PM 1 17 18 0 16 10 6 0 5 86 2 0 1.45 PM 3 7 0 15. 2A 21 238 724 100 PM 3.15 PM 119 16 0 0 13 10 0 13 22 4 0 17 17 3 0 7 34 1 0 9 21 0 0 12 10 37 30 0 39 28 0 196 167 777 610 3:30 PM 3:45 PM 3 12 15 0 1 11 14 0 24 14 4 0 12 11 4 n 12 24 2 0 7 41 1 n 11 1n 39 33 0 na 00 n 193 101 792 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Ri ht U Left Ti1ru Right U Left Thru Right U Total All Vehicles 1 92 156 0 Heavy Trucks 0 4 0 4 2 0 0 0 180 28 0 0 4 0 72 4 136 84 0 8 0 a44 20 Pedestrians 32 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 76 0 0 108 0 Railroad Stopped Buses DOC. INDEX Comments: # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualltycounts_net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume I LOCATION: S 6th Ave -- W Walnut St QC JOB #: 10621208 ! " YfSTATE: Yakima WA DATE: 5/25/2011 1071.0o 72 3C 12 ss i Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 2.8 aIt ofU 0)'(0 L 321 ♦ 16 L 42 359 0.68 259 -6 0.87 4.275 1.00 R r i 4 0.9 4- 6.3 j L 2.4 4-1.1 288 -0 13 *4 Ar 42 ♦ 347 0100 10 14 29F i 2.3 ► + 1.1 2.4 * 00 1 00 -0 1.7 Is t r *t��L(Ot�l�ts 67 0.83 53 �00 0.0 00� 4 t 00 0.0 L lop L i 4 38 2 2 1 L 0 0 4 4 2 7 F pit. � 0 Z r 0 01 t '* F 0 0 t r• -1 * r► 15 -Min Count Period S 6th Ave Northbound S 6th Ave (Southbound) W Walnut St (Eastbound) W Walnut St (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right u Left Thru Ri ht U Lest Thru Ri ht U Total Totals 2:00 PM 2:15 PM 0 2 0 0 0 0 1 13 18 0 9 0 1 6 0 2 45 0 0 6 34 0 0 1 60 17 0 151 2 55 12 0 135 2:30 PM 0 5 15 0 13 5 11 0 6 57 4 0 16 85 0 0 225 VOLIE : 13. 59 15 0 2M 74,4 3:00 PM 3:15 PM 3 3 4 0 2 2 3 0 16 1:4 3 7 0 0 14 0 2 60 5 0 2 44 2 0 9 65 16 0 193 4 fi 3 0 156 786 807 130 PM 3:45 PM 2 2 3 0 3 1 4 0 16 16 1 7 0 0 10 0 8 54 1 0 8 47 2 0 1 72 13 0 180 3 68 7 0 169 762 698 E® RECEIVED JAN 2, 7 'LIC12 P Y OF CPLANNING DIV - Peak 15 -Min Northbound Southbound Eastbound WestboundTotal Flowrates Left Thru Ri ht U Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U All ehicles 20 16 28 U N Trucks 0 0 0 64 0 1 16 0 0 0 24 392 8 0 0 16 0 52 236 60 0 0 8 0 932 24 vans 4 ­ycles 0 0 0 0 4 0 0 72 0 0 0 0 0 0 0 80 0 Railroad Sto ed Buses DOC. Ir Comments: Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) (DEX Type of peak hour being reported: System Peak Method for determinina neak hnur Tntal Fntarinn Vnhima LOCATION: S 5th Ave -- W Walnut St QC JOB #: 10621210 CITY/STATE: Yakima WA DATE: 5/25/2011 538 1.00 582 47 376 1*5� Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM-- 3:00 PM4 * + V 2.1 1.6 3.5 L 371 ♦ 61 j t 161 f 637 Fo 701 265 -0 0.93 41. 283 1.00 i 4 1.3 4-1.6 E 4 3 « 2.5 395 * 69 7 r 193 w 599 !1 * f 41 360 219 1.8 ii 1,9 0 14 * 1.4 12 .6 * 3.2 h f a ♦ 638 0.90 620 ❑a:Q uailty Counts 0.0 1.7 4.6 i 1.9 2.6 L --lop i 4L 14 30 I 0 1 `- t 0 0 0 C�♦ 0 :1 V 0 14 '... .. r 0 104 � a— t 1 s ti 1 T 15 -Min Count Period S 5th Ave (Northbound) S 5th Ave (Southbound) W Walnut St (Eastbound) W Walnut St (Westbound) Hourly Beginning At Left Thru Ri ht U Left Thru Ri ht U Left Thru Right U Left Thru Right U Total Totals 2:00 PM 14 86 31 0 33 87 9 0 5 39 16 0 33 60 41 0 54 2_:15 PM 11 81 42 0 25 98 __ 5 0 25 1oE 1<< 4 43 8 0 41 53 27 0 438 547 - 211PM 12 84 42 0 14 70 20 0 5 43 89 29 0 fir:5007 ? S05 0 1 22 -- 12 0 3:00 PM 8 100 42 0 31 83 12 0 12 59 12 0 52 69 43 0 523 2096 _ 5:15 PM 11 76 37 105 10 0 13 42 12 0 44 56 54 0 532 2190 3:30 PM 9 88 51 0 28 78 11 0 7 45 20 0 50 67 37 0 491 2134 3:45 PM 7 87 49 0 29 111 7 n 13 47 11 n Rd RR ZF n noa 2049 Peak 15 -Min Flowrates Northbound Southbound Eastbound Westbound Total raft Thr. RI ht U Left Th,. Rl ht U Left Thru Ri ht U Left Thru Right U II Vehicles 40 260 0 Heavy Trucks 0 4 12 88 328 48 0 4 0 0 4 37 1 0 4 0 216 8 276 140 0 2352 8 8 52 Pedestrians 112 Bicycles 0 0 0 0 0 0 0 0 16 0 0 0 36 164 0 0 0 Railroad Stopped Buses DOC. INDEX C Comments: # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak LUL;A I IUN: S 8th Ave -- W Spruce St YISTATE: Yakima, WA 1s o.79 49 �♦ L 2 13 4 46 ♦ 4 t 25 ♦ 89 0.67 10 y 0.83 41 42 0.79 16 ♦ 2 1 C 22 * 21 �1 t /* 2 20 7 F- 37 1.00 29 14mow, L 01 A 15 � 3 > L 1 s Min Count S 8th Ave Period (_Northbound) ginning At Left Thru Ri ht U 2:00 PM U 4 0 0 2:15 PM 0 3 0 0 2:30 PM 1 10 6 0 3:00 PM 0 5 0 0 3.15 PM 0 0 1 0 3:30 PM 1 6 0 0 3:45 PM 1 4 2 0 rears i5 -min Norinbot Flowrates Left Thru Right Air 1 ,-hlcles 4 20 0 F' Trucks 0 8 0 i rians 0 2 1 16 bicycles 0 0 0 Railroad 1 3 Z___0 SIO ed Buses 0 0 0 1 Comments: 0 4 0 0 3 0 0 0 Report generated on 7/19/2011 5:02 PM Method for determining peak hour: Total Entering Volume Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM Quality Counts S 8th Ave (Southbound)_ Left Gast0oun Thru Right W Spruce St (Eastbound) aft Thru Right _ U Left Thru Right U = 1 1 1 3 0 0 0 0 0 2 0 0 2 0 0 0 2 1 0 1 2 2 0 0 1 4 1 0 1 3 Z___0 0 3 0 3 4 0 0 0 0 1 2 0 0 3 0 0 0 4 0 0 3 0 0 0 0 0 2 0 0 5 0 0 aoulnovunp aft Thru Right U Left Gast0oun Thru Right 4 16 4 0 4 12 8 0 0 0 0 0 0 0 0.0 10.3 0 0 0 0 0 1 0 QC JOB #: 10621212 DATE: 5/26/2011 0.0 0.0 0.0 1`* J 6,1 0.0 i 0.0 ♦ 0.0 i 4L t 0.0 ♦ 0.0 100-0 4 ♦ 0.0 6.3 -0 0.0 1 #1 it 0.0 15.0 : 0.0 -0 4.8 0.0 F a ♦ 0.0 10.3 0 1 0 L i o J / 1 4 L 0 ♦ 0 0 i � * -] C 0 r '*F - o 0 0 _ Jo a 4L L W Spruce St (Westbound) Total Hourly Totals Left Thru Ri ht U 0 1 1 0 1 6 1 0 11 17 9 14 10 G 57 13. 5 6 4 0 3 7 3 0 25 25 145 153 0 2 3 0 3 4 2 0 18 24 114 92 RECEIVED JAN 2 72G12 CITY OF YAKIMA PLANNING DIV. eft_ Thru Rigl 2260 32 0 0 0 4 0 0 0 Total 1 8 20 1 DOC. INDEX # I-1 SOURCE: Quality Counts, LLC (hftp://www.qualitycounts.net) I yNc UI PVCtr, IIUUI uCU Iy IUPUILUU. JyJLC1II redo ivieinaa Tor LOCATION: Alley btwn S 8th Ave & S 7th Ave -- W Spruce St CITY/STATE: Yakima WA zs 0.89 +3 Peak -Hour: 2:30 PM -- 3:30 PM t Peak 15 -Min: 2:45 PM -- 3:00 PM 10 z s � i a 99 * 1 7 4- 78 1 AO 15 -0 0.73 4.61 0.78 19 * 3 7 i 10 ♦ 69 41 t '* F -1 4 5 49 i 15 0.56 74 17 L � 6 .t i 4 L J � Z � Min Count Period Alley btwn S 8th Ave & S 7th 1,1�, ainnin At Left �irut'b i'"3tC U 2:00PM 0 0 4 2:15PM 2 0 3 0 2:30 PM 4 0 9 0 3:00 PM 4 6 16 0 3:15 PM 2 0 B 0 3:30 PM 0 0 4 0 145 PAA n n a n Quality Counts ry btwn S 8th Ave & S 7th ve .. —N' u I (EastboundL_ _ tt}b :ft (�l`'iiu I U Leh Thru Right U 0 0 1 0 0 0 0 0 0 0 3 0 0 3 0 0 1 0 7 0 1 6 2 0 4 a 0 0 2�0 0 1 0 2 0 5 2 0 .0` 0 01 4 0 0 3 1 [� 0 0 n n 1 3 0 n 0 n 3 0 0 n 1 n eiermining peaK nour: I otai tntering voiume QC JOB #: 10621214 DATE: 5/26/2011 0.0 0.0 i ♦ 0.0 0.0 0.0 0.0 4. 0 0 f R 0.0 ♦ 0.0 6.7 ♦ 00 4- 0.0 5.3 * 0.0 Z i 0.0 ♦ 1.4 '1 t f 0.0 0.0 0.0 it Right U 0.0 0.0 0 0 0 L __jr i 0 /. 10 ♦ l_:"Ci b t 0 ♦ 0 z 0 0 0 0 F 4 8 .j i 4 4 7 � W Spruce St (Westbound) Total Hourly Totals :ft Thru Right U U 2 0 0 3 5 0 0 9 17 0 3 22 1 0 56 0 1 2.1 $ 0 0 0 0 4 15 1 0 3 2 0 50 23 13 18 190 196 153 1 104 1 4 0 0 2 1 1 0 Flowrates rTw Thru Right U Left Thru Ri ht u Left Thru Right U Left Thru Ri ht U Total All Vehicles 40 20 72 u 4 8 16 0 0 8 0 0 4 Ue 268 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 16 8 4 4 32 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses DOC. INDEX Comments: # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (hftp://www.qualitycounts.net) 11 Type of peak hour being reported: System Peak LOCATION: S 5th St -- W Spruce St !/STATE: Yakima. WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621216 DATE: 5/25/217111 615 101951576 * 0 561 54 i 4 L Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM a 0.0 1 2 z 6 1 9 4 4-1 _f� 60 ♦ 83 rr 0.00 C 0 0.95 ♦ 0 I_0.72 d t 00 ♦00 j 4 L 3.3 4- 36 3 2 Z 23 0 105 41 * f Ir- 515 51 1 0.0 ♦ 0.0000'Z 41 *4 0.0 r` 4.3029 a *Ot�filC3 I ual.i + } 4. �00 27 ♦ 39� 586 r•9°;570 __. f 14 2.8 L0 0 1 L JJ 10 7 I II 41 f 4 0 j L 0 0 0' t„!'rC/J ♦ 0 1 F 0 0 0 0 I, 41" 4L 1 T % t P F h* P -1 F 15 -Min Count Period S 5th St Northbound S 5th St Southbound W Spruce St Eastbound W Spruce St Westbound) Hourly Beginning At Left Thru Right U Left Thru Right _!L -..Left Thru R1 ht U Left Thru Right U Total Totals 1:00 PM 0 112 8 0 Ill 126 0 0 1 0 0 0 4 0 9 0 271 2:15 PM 6 121 10 0 _ 12 129 8 0 0 0 0 0 6 0 16 0 308 2730 PM 2 120 1� 0 16 151 G 0 1 0 2 0 2 0 11 0 317 2A0,PM I 1 9 a i is 1 3:00 PM 3:15 PM i 12a 17 0 0 133 13 0 12 14 132 0 0 128 0 0 0 0 0 0 0 0 0 0 6 9 0 14 0 0 12 0 310 309 1270 1271 3:30 PM 3:45 PM 0 152 12 0 0 132 9 0 18 12 132 0 0 143 0 0 0 0 0 0 0 0 0 0 6 10 0 11 0 0 11 0 331 317 1285 1267 RECEIVED JAN 2 7 2C12 ITY OF YAKIMA PLANNING DIV. Peak 15 -Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right u Left Thru Right U Left Thru Right U Left Thru Right U AI "4hiC1Es H rucks 4 536 36 0 0 8 0 48 0 600 0 0 4 0 0 0 0 0 0 0 0 24 4 0 92 0 0 4 1340 20 1 rians Bicycles 0 0 0 0 1 16 0 0 0 20 0 0 0 0 0 0 36 1 Railroad SO ed Bmsl DOC. I Comments: Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) NDEX Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: Alley btwn S 8th Ave & S 7th Ave -- W Pine St QC JOB #: 10621218 CITY/STATE: Yakima, WA DATE: 5/25/2011 2o.00f 1 0 0 2 i 4 L Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 0.0 a 0.0 0.0 0.0 * L �+ 21 4.0 S t 1 ♦ 22 0.85 17 -0 0.80 4. 21 0.61 r i 4.8 4- 0.0 t t► 14 0.04-4.5 17 w 0 7 r Do 23 0 0 4 i * QuaUty Counts 5.9 4.8 5.9 00.0 Z� �t 0.04 4.3 0.0 0.0 0.0 0.00 i 0 4 0.0 0.0 � 90 L 0 0 4..ill� 0 0 —lop 0 J #L t 0 � `-{j j 1 F 0 741 * &i 0 7 0 0 0 lop L L i 4 -1 o i 4 -1 F 10 15 -Min Count Period Beginning At Alley btwn S 8th Ave & S 7th y �I Left (T�irut�bur U y btwn S 8th Ave & S 7th I Left�irujt'i ��t U Aveve Pine St (Eastbound) W Pine St (Westbound) Total Hourly Totals leR Thru Right U Left Thru Right U 2:00 PMr 2:15 PM 0 0 0 0 0 0 0 10 1 0 2 0 0 1 0 0 0 0 - 0_. _ 0 0 0 1 0 0 3 0 0 0 2 6 0 0 8 0 0 10 15 2:30 PM. a {1 0 ] 0 6 0 0 0 T 0 0 7 t 4 4 3:00 PM- 115 PM 0 0 1 0 0 0 3 0 1 1 0 0 0 0 0 0. 0 0 4 0 0 2 0 0 0 0 7 0 0 5 0 0 13 11 44 45 3:30 PM 3:45 PM 0 0 1 0 0 0 1 0 I 0 0 0 0 0 0 0 0 0 1 3 0 0 5 1 In 0 n 6 0 0 9 n n 10 1n 48 ae Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Total All Vehicles Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 32 4 0 4 0 _ :rG 4 Pedestrians Bicycles 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 24 0 Railroad IStopped Buses DOC_ 1NnF.X Comments: Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (hftp://www.qualitycounts-net) Type of peak hour being reported: System Peak LOCATION: School Parking Dwy btwn S 8th Av -- W Pine St vISTATE: Yakima, WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621220 DATE: 5/25/2011 7 0.88 4 1.) o s *4L Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 0.0 0.0 0.0 i * L i 22 ♦ 1 S t 3 4- 24 - i 1.00 22 -60.79 4-21 60 i—_..: d i 4.5 ♦ 0.0 45 .► 4 t 0.0 4-4.2 ♦ 4.8 23 y 0 Z f 0-0 28 41 * 0 0 0 0 F 1 Qt.1a1(1wy Courts 4.3 *0.0:� * �i 0.0* 3.6 0.0 0.0 0.0 � * i 0 0.00 p 0.0 0.0 L 0 0 J i G D y 4 L 0 ♦ 0 a 6 F 4!L-* 0 : C 0 r 0 0 0F_ �st �r L i t►� i 4 r r 15 -Min Count Period Beginning Ateft �School Parking Dwy btwn S Lthb ru i U StAuol Parking Dwy btwn S uth us Left fu 190 U th Av Left W Pine St (Eastbound) Thru Ri ht U W Pine St Westbound Left Thru Ri ht U Total Hourly Totals 2:00 PM 2715 PM 0 0 0 0 0 0 6 4 0 1 0 0 1 0 0 0 0 0 4 0 0 0 5 5 0 0 9 3 0 19 21 2:30 PM 0 0 0 0 1 0 0 0 0 6 0 0 0 1 2 0 10 2 0 0 0 g. 5 10. 0 0 9 1 0 1.7 67 3:00 PM 3:15 PM 0 0 0 0 0 0 0 0 2 1 0 1 0 0 0 0 0 1 6 0 0 5 0 0 0 6 0 0 0 5 0 0 15 12 63 54 3:30 PM 3:45 PM 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 1 1 3 0 0 5 0 0 0 6 0 0 0 2 1 0 13 10 57 50 RECEIVED JAN 2 7 2G12 ITY OF YAKIMA PLANNING DIV. Peak 15 -Min I Northbound Southbound Eastbound Westbound Fiowrates Left Thru Ri ht U Left Thru Right U Left Thru Ri ht U Left Thru Right u Total All Vehicles H Trucks 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 U 0 0 0 0 36 4 0 0 4 0 68 4 dans b cycles 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 20 0 Railroad Stopped Buses nor._ it Comments: deport generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) JDEX Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 7th Ave -- W Pine St QC JOB #: 10621222 CtTYISTATE: Yakima, WA DATE: .ri/9F/9(111 900.90 84 s3 22Peak Peak -Hour: 2:30 PM -- 3:30 PM 15 -Min: 2:45 PM -- 3:00 PM 0.0 4.8 0.0 * L 24 t 7 .0 t 16 ♦ 50 1.00 t s ♦ o.93 ♦ 16 1.o0 r �+ 4.2 ♦14.3, 0.0 4- 2.0 cV ♦ 6 f r 184 48 0.0 0.0 •1 t 3 61 11 I 3.6 ♦0.0 -4h r 5.60 4.2 33.3 3.3 18.2 i *�Ia�ityOi9i1t5 87 0.05 75 i t 4.6 6.7 6 L 0 0 0 L 16 I�""� 0 10 �T �� � 0 ♦ fir- ♦ 0 0 14 ~�' r 0 r1 t f* F 1 0 L 41 L J J i 1► Z r 15 -Min Count Period Be inning At S 7th Ave (Northbound) S 7th Ave (Southbound) W Pine St (Eastbound) W Pine St (Westbound) Total Hourly Totals Left BeRi tit U Left Thru Right U Left Thru Right U Left Thru Right U Z:00 P 2:15 PM 0 18 2 0 1 15 3 0 3 21 1 0 3 22 1 0 3 0 1 2 3 0 5 3 0 4 21 0 5 5 9 8 0 10 13 0 75 81 2:30 PM 0 17 4 0 5 i 5 i 0 2 2 6 0 59 2- 4 1 13 6 2 1 65 1 180 3:00 PM 3:15 PM 0 16 1 0 2 10 3 6 7 17 1 0 3 16 0 0 2 2 s 2 0 3 1 0 9 4 5 4 0� 3 4 0 6'2' 51 ; 243 330 PM 3:45 PM 0 19 8 0 0 13 3 0 8 32 0 0 10 15 0 0 2 0 4 0 0 5 1 0 8 5 6 7 0 3 4 n 94 Fq I 278 979 Peak 15 -Min Northbound Southbound . EastboundWestbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Ri ht U Total All Vehicles Heavy Trucks 4 72 12 0 4 8 8 28 60 12 0 0 0 0 6 0 16 4 0 0 0 12 0 2 260 0 0 20 Pedestrians Bicycles 0 0 0 0 8 0 0 0 0 12 0 0 0 24 44 0 0 0 Railroad Stoo ed Buses nor it�mnv Comments: Report generated on 7/19/2011 5:02 PM Lv�.. ■1\LL' A # I-1 SOURCE: Quality Counts, LLC (http://www.quaiitycounts.nei) Type of peak hour being reported: System Peak LOCATION: School Dwy btwn S 7th Ave & S 6t -- W Pine St 'YISTATE: Yakima. WA Method for determining peak hour: Total Entering Volume QC JOB #: 10621224 DATE: 6/2/2011 21 1.00 9 a 0 9 6* Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM a R 0.0 0.0 0.0 d i 4 80 ♦3 � L 6♦ 74 69 60 y 0.84 � f 68 0.93 7.5 4-0.0 t Z 0.0 4-8.1 0.0 y ♦ 8.8 63 -0 0 Z i 00 69 h ♦ 0 0 0 F QOatIty Courts (i 00 *00Z� ♦ ri 0.0* 0.0 00 00 0.0 —14 f ♦ 0.00 0 0 ♦ 0.0 0.0 L L 63 0 —1 .+ i 4 0 j i 0 1 ♦ '♦ 1 2 F 0 7 i 0 h ♦ f 0 0 0 L y .moi '1 ♦ f' F '1 15 -Min Count Period Beginning At School Dwy btwn S 7th Ave Left 06" U �f5bol Dwy btwn S 7th Ave Left ru r U S 6t W Pine St (Eastbound) Left Thru Ri ht U W Pine St (Westbound) Left Thru Ri ht U Total Hourly Totals otals2:00 2 : 00PM 2:15 PM 0 0 0 0 0 0 0 0 2 2 0 1 0 0 0 0 2 3 0 0 1 4 0 0 0 6 2 0 0 6 1 0 16 14 - 2:30 PM 0 0 0 0 ! 0 0 2 0 �i 73 0 0 026 4 0 L, i 7 133 TOD PM .'s.15 PM 0 0 0 0 4 0 0 0 4 3 0 5 0 ❑ 3 0 0 12 0 0 0 4 0 0 0 11 0 0 0 13 0 0 I 32 23 149 158 3:30 PM 3145 PM 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 5 0 0 1 5 0 0 0 12 0 0 0 10 0 0 22 17 124 94 RECEIVED .JOIN " 7 2C12 CITY OF YAKIMA PLANNING DIV, Peak 15 -Min I NorthbOUnd Southboundastbound Westbound Flowrates I Left Thru Ri ht U Left Thru Right U Left Thru Rf ht U Left Thru RI ht U Total All Vehicles H'rucks 0 0 0 0 0 0 8 0 0 8 0 0 8 84 0 0 0 0 0 0 72 8 0 0 8 0 188 8 I ians o­ycles 0 0 0 0 0 36 0 0 128 0 1 0 0 0 0 0 164 1 Railroad Stopped Buses nnr r Comments: Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://vvww.qualitycounts.net) NDEX Type of peak hour being reported: System Peak Method for determinina peak hour: Total Entering Volume LOCATION: S 6th Ave -- W Pine St QC JOB #: 10621226 CITY/STATE: Yakima WA DATE: 6/2/2011 24 12 1 0 9 15 9 J i �► Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 0.0 o.o 0.0 0.0 0.0 i * L 67 4-6 1 t 6 4. 58 0.76 64 -0 0.63 0.97 4. 52 40 + �► 9.0 4. 0.0 f t, 0.0 4.10.3 0.0 +� �► a,�; 4. 11.5 .v # u i i 0 ♦ 73 �1 ♦ f• 0 0 0 + * QtJl�t C�nt� - 0.0 0.0 1 * i 0.0 y 0.0 O.o o.a o.o � +]±;til � � 0 0 � 0.0 0.0 L 1 0 0 L 2 9 0 J i 4 0 .0 ; 0 1 .0 y 0 { I Ft f 07 * �i 0 0 0 0 lop e*L _T' '*F_ 7' F 15 -Min Count Period S 6th Ave Northbound S 6th Ave (Southbound) W Pine St (Eastbound) W Pine St (Westbound) Hourly Be inning At Left Thru Ri ht U Left Thru RI ht U Left Thru Ri ht U Left Thru Ri h4 U Total Totals L: M 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 5 0 0 4 1 0 0 0 0 8 0 0 7 2 0 1 14 2:30 PM 0 0 D 0 0 0 6 0 1 23 0 0 0 21 2 Q 53 n 4. 1:6 3;00 PM 3:15 PM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 2 0 3 13 0 0 1 8 0 0 U 0 7 2 0 11 0 0 32 sr 21 15. 3:30 PM 3:45 PM 0 0 0 0 0 0 0 0 3 0 0 6 0 0 0 0 0 7 0 0 0 6 0 0 0 0 6 3 0 10 1 0 25 124 17 4F Peak 15 -Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Right U Left Thru RI ht U Left Thru Right u Left Thru Ri ht U All Vehicles 0 0 0 0 Heavy Trucks 0 0 0 0 0 12 0 0 0 4 88 0 0 0 0 0 0 0 52 8 0 184 8 0 8 Pedestrians 0 Bicycles 0 0 0 0 0 0 0 12 0 1 0 0 0 12 0 0 1 Railroad Stopped Buses Comments: DOC. INDEX # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://wwvv.quantyt:uurits.net) Type of peak hour being reported: System Peak LOCATION: S 5th Ave -- W Pine St —Y/STATE: Yakima, WA 6390.97 582 Method for determining peak hour: Total Entering Volume Peak-Hmir• 9.30 PM -- 3.30 PM QC JOB #: 10621228 DATE: 5/25/2011 a 8s s s 4L Peak 15 -Min: 2:45 PM -- 3:00 PM 09 2.4 4.5 0.7 0 0 I 81 ♦ 36 1 L 14 ♦ 32 f 0.58 11 y 0 97 ♦ 7. 1 00 d i 4 L� 8.6 ♦ 0.0 0.0 ♦ 0.0 IIII � 92 y 45 7 C 11 y 29 532 9 +. �ii�J la:uaL1 L'Ct 9 1 y � ♦ 0.0 1.1* 0 0 Z i 0.0 * 3.4 � 0130 I*2.6 0.0 1 642 .00 571 116.7 i t -- 06 3.3 #► L 4, ♦ o s tV 0 40 o f o It r o 0 0 0 0 0 0 y♦ '�F i � -T' '*F- 7 � -1 F 15 -Min Count Period S 5th Ave Northbound S 5th Ave (Southbound) W Pine St (Eastbound) W Pine St (Westbound) Hourly Beginning At Left Thru Right U Left Thru Ri ht U Left Thru Ri ht U Left Thru RI ht U Total Totals 2:00 PM 2:15 PM Ij 3 104 3 0 4 132 2 0 8 1 116 2 0 131 6 0 2 1 0 0 1 1 2 0 5 0 8 0 1 1 8 0 252 290 2130 PM 1 10 128 0 0 t46 20 0 10 2 15 0 5 1 4 0 344 6-151-021 5 q 100.13M 3:15 Pm 3 145 2 0 8 137 1 0 1 2 140 10 0 149 6 0 3 2 4 0 7 2 7 0 3 1 30 2 2 5 0 317 328 1296 1334 3:30 PM 3:45 PM 7 142 3 0 2 89 2 0 3 1 132 3 0 110 3 0 9 0 3 0 2 1 1 0 5 1 8 0 2 2 1 0 316 216 1306 1177 RECEIVED JAN 2 72C12 CITY OF YAKINIA PLANNING DIV, Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Ri ht U Left Thru RI ht U Total All Vehicles H ,rucks 3fj 4N 12 0 4 8 0 24 0 6 4 32 0 4 0 64 2076 0 0 0 4 12 8 0 0 0 0 1380 16 1 dans _ycles Railroad 0 0 0 0 0 4 0 0 1 56 0 0 0 0 0 0 0 60 0 Stopped Buses nn� Comments: Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) NDEX Type of peak hour being reported: System Peak Method for determining neak hour Tntal Fnterinn Vnlume LOCATION: S 11th Ave -- Tieton Dr QC JOB #: 10621230 CITYISTATE: Yakima WA DATE: 5/25/2011 2411.00 117 180 o s � a aL Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 43 a �1.7 00 00� 640 83 j L 34 ♦ 496 0.95 534 y 99 0. l 4-460 1.00 40 + �► 20 4-6.0 ,* L 0.0♦ 2.0 L — 617 aC 0 : : 2 * 595 0 0 0 0 Quality Counts 2.4 -0 411111111111 2.2 29 00 i j' 0.0 * 2 2 �O.o o.o oo� 2 0.00 a p 0.0 00 0 1 0 4 411111111111111110�, a 0 5 0 j •, L 0 ♦ [ t� 4!' Y Y 0 -4 i 0 � � � 0 0 0 L i 4 s —1 j 4 15 -Min Count Period S 11th Ave (_Northbound) ^Left S 11th Ave (Southbound) Tieton Dr (Eastbound Tieton Dr (Westbound) Total Hourly Left Thru Ri ht U Tlsru Ri ht Left Thru Ri tit U Left Thru Ri ht U Beginning At Totals 2:00 PM 0 U 0 0 12 0 36 0 21 55 0 0�11 12 0 255 2:15 PM 0 0 0 0 11 1 27 0 24 110 0 0 5 0 287 2:30 PM a a 0 0 12 0 47 0 18 122 0 0 10 0 315 r pfd a 0.Ea 12 +) _ 48 0 D 120D 3:00 PM 0 0 0 022 0 38 0 20 117 0 0 0 129 8 0 334 1279 3:15 PM 0 0 0 0 15 0 4 0 21 156 0 0 1 114 8 0 362 1354 3:30 PM 0 0 0 0 15 1 41 0 30 136 0 0 1 102 6 0 332 1371 3:45 PM 0 0 0 0 18 0 47 0 21 106 1 0 0 113 9 0 315 1343 Peak 15 -Min Northbound Southbound Eastbound I Westbound Flowrates Left Thru Right U Left Thru RI lit U Left Thru �Ri h� Left Thru Right U Total All Vehicles 0 0 0 U Heavy Trucks 0 0 0 48 0 0 192 0 0 4 96 4 556 0 0 20 0 0 448 32 0 1372 8 0 36 Pedestrians 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 12 12 0 0 0 Railroad 5to ed Busesl r DOC. INDEX Comments: # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Entering Volume LOCATION: S 7th Ave -- Tieton Dr QC JOB #: 10621232 '!STATE: Yakima WA DATE: 6/2/2011 99 0.75 * Peak -Hour: 2:30 PM -- 3:30 PM 1.0 2.3 72 15 12 Peak 15 -Min: 2:45 PM -- 3:00 PM 4 L 72 ♦ 1* 1.4 00 0.0 522 f 58 j 16 ♦ 463 4 ♦ ti 0 6 4-1.7 ,j L 6.3 ♦ 0.6 0.97 496 ♦ 0.96 4-443 0.99 2.2 * 00 + 0.5 565 y 11 s s 4 y 517 * aQuaUty 2.3 *9.1 ih ♦ Pr00y 2.1 747 14 9 Counts 0.0 0.0 0.0F- 1.00 30 30 ❑ 3.3 0.0 L 0 1 0 �op ♦ %►L 0 jjj L 0 3 77 1* V l 4.1 0 Z i 0 h * 0 12 �r 0 0 0 ♦ V d i 4 lb -Min Count Period Beginnin At 2:00 PM 2:15 PM Left 2 3 S 7th Ave Northbound) Thru Right 7 1 3 3 U 0 0 Left 0 3 S 7th Ave (Southbound) Thru Ri ht 2 10 3 9 U 0 0 Left 9 13 Tieton Dr (Eastbound) Thru Ri ht 111 1 108 1 U 0 0 Tieton Dr Westbound) Left Thru Ri 11t U 2 94 2 0 3 76 1 0 T T 1 0 Hourly Total Totals 241 226 299 2:30 PM 2 2 0 2 4 17 0 19 130 0 4 3:00 PM. 2 5 3 0 3 3 q 15 0 15 7 130 1 0 112 5 1 log? , 3' 15 PM 3 3 t 9 2 4 16 0 3 118 3 0 97 a 0 2 119 4 279 1105 278 1157 3:30 PM 1 7 6 0 3 5 14 0 15 137 1 0 .0 2 97 5 0 293 1151 3:45 PM 2 3 2 0 7 6 12 0 6 132 1 0 0 113 2 0 286 1136 RECEIVED JAN 2 7 2C12 CITY OF YAKINIA PLANNING DIS! 'eak 15 -Min Northbound Southbound Eastbound_ I Westbound Left Thru Right U Total Nowrates Left Thru Right U Left Thru Ri ht U Left Thru Ri htU 411 Vpl icles 0 12 0 0 16 96 0 84 472 28 0 0 448 20 0 1204 ea ks 0 0 0 0 0 0 4 16 4 0 0 0 24 3eL ns 20 0 8 160 188 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad )pped Buses :omments: DOC. INDEX # I-1 port generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of peak hour being reported: System Peak Method for determining peak hour: Total Enterina Volume LOCATION: S 5th Ave -- Tieton Dr QC JOB #: 10621234 CITY/STATE: Yakima WA DATE: 5/25/2011 610P553 30 04 * 20 286 + Peak -Hour: 2:30 PM -- 3:30 PM Peak 15 -Min: 2:45 PM -- 3:00 PM 0.7 3.6 1.0 0.3 0.0 a * L 440 ♦ 349 j L 4 ♦ 55 1.00 30 ♦ 0.97 4-46 , 0.92 f �► 0.7 ♦ 4.6 # L 0.0 4- 0.0 528 ♦ 149 7 t 5 ♦ 64 0.0 ♦ 0.0 *3.6 90 200 14���I l��� ♦ 2.0 7 h * i 0.0 ♦ 0.0 '* 0.0 20 0.0 ❑1.pp 440 304 a �Fa:Q t 0.9 1.3 o L 0 1 0 L 24 3 #P i b 0 ♦} ♦ 0 I• 1 - VIIIIIYlY —1 F 15 -Min Count Period S 5th Ave (Northbound) S 5th Ave (Southbound) Tieton Dr (Eastbound) Tieton Dr (Westbound) Hourly Beginning At Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Left Thru Ri ht U Total Totals 2:00 P 2:15 PM 15 36 3 0 23 49 4 0 9 38 6 0 50 64 0 69 76 1129 0 17 27 0 1 3 8 3 0 4 3 0 284 329 2:34 PM 15 59 8 Q 2 73 72 0 79 9 38 _6____0 12 1 0 363 b .1 4 1 3:00 PM 3:15 PM 29 49 2 0 25 50 0 0 9 4 60 71 0 73 78: 0 99 86 9 36 0 8 37 0 1 4 0 7 3 0 13 0 D 378 1454 372 1497 3:30 PM 3.45 PM 20 44 1 0 24 50 "v 0 2 7 44 94 0 66 80 0 112 81 7 30 0 i4 26 0 0 0 8 1 0 10 4 0 363 1497 364 1477 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Ri ht U Left Thru Right ll Left Thru Right U Total All Vehicles 84 168 16 0 Heavy Trucks 0 0 0 20 0 3 0 340 0 34 0 4 12 16 172 0 4 4 0 56 0 0 1536 0 0 20 Pedestrians 0 Bicycles 0 0 0 0 0 0 0 0 40 0 0 0 0 40 f 0 0 0 Railroad Stopped Buses DOC. INDEX Comments: # I-1 Report generated on 7/19/2011 5:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ' m x a REnCEIVE® JAN 2 7 2C12 CITY OF YAKIMA PLANNING DIV DOC. INDEX # 1-1 RECEIVED JAN 2 7 2C12 CITY OF YAKIMA Highway Capacity Manual, 2000 PLANNING DIV. Signalized intersection level of service (LOS) is defined in terms of the average total vehicle delay of all movements through an intersection. Vehicle delay is a method of quantifying several intangible factors, including driver discomfort, frustration, and lost travel time. Specifically, LOS criteria are stated in terms of average delay per vehicle during a specified time period (for example, the PM peak hour). Vehicle delay is a complex measure based on many variables, including signal phasing (i.e., progression of movements through the intersection), signal cycle length, and traffic volumes with respect to intersection capacity. Table 1 shows LOS criteria for signalized intersections, as described in the Highway Capacity Manua/ (Transportation Research Board, Special Report 209, 2000). Table 1. Level of Service Criteria for Signalized Intersections Average Control Delay General Description Level of Service (sec/veh) (Signalized Intersections) A 510 Free Flow B >10 - 20 Stable Flow (slight delays) C >20 - 35 Stable flow (acceptable delays) D >35 - 55 Approaching unstable flow (tolerable delay, occasionally wait through more than one signal cycle before proceeding) E >55 - 80 Unstable flow (intolerable delay) F >80 Forced flow (jammed) Source: Highway Capacily Manual, Transportation Research Board, Special Report 209, 2000. Unsignalized intersection LOS criteria can be further reduced into two intersection types: all - way stop -controlled and two-way stop -controlled. All -way, stop -controlled intersection LOS is expressed in terms of the average vehicle delay of all of the movements, much like that of a signalized intersection. Two-way, stop -controlled intersection LOS is defined in terms of the average vehicle delay of an individual movement(s). This is because the performance of a two- way, stop -controlled intersection is more closely reflected in terms of its individual movements, rather than its performance overall. For this reason, LOS for a two-way, stop -controlled intersection is defined in terms of its individual movements. With this in mind, total average vehicle delay (i.e., average delay of all movements) for a two-way, stop -controlled intersection should be viewed with discretion. Table 2 shows LOS criteria for unsignalized intersections (both all -way and two-way, stop -controlled). Table 2. Level of Service Criteria for Unsignalized Intersections Level of Service Average Control Delay (sec/veh) A 0-10 B >10 - 15 C >15-25 D >25 - 35 E >35 - 50 F >50 Source: Highway CBpacily Manual, Transponation Research Board, Speclai Report 209, 2000. DOC. INDEX # I-1 N O 1� W O RECEIVED o JAN 2 7 LCIZ J GPLANNING DIVA 61 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 1: W Yakima Ave & Summityiew Ave 2011 Existing Weekday AM School Peak � -♦ * r k 4N t r'* l Lane Configurations 4. 4t; _uc xj +16 .- Sign Control 4� Stop 0 Stop 0 I Volume (vph) 0 405 20 75 450 150 10 105 15 400 200 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 0.33 50 613 50 50 528 603 4.0 Control Delay (s) 40 40 6.4 Lane Util Factor 8.6 095 Approach Delay (s) 1.00 0.95 8.7 100 11.3 0.97 1.00 B Frpb,pod/bikes A 100 e 1.00 099 100 1,00 100 Flpb, ped/bikes 100 0-99 1.00 1.00 1.00 1.00 Frt 099 1.00 096 098 1,00 100 Flt Protected 1.00 0.95 1.00 1.00 0.95 1.00 Satd Flow(prot) 3442 1T75 3413 1857 3467 1874 Flt Permitted 1-00 0.50 1,00 1.00 0.95 100 saw Flaw (pemt) 3442 929 3413 1857 3467 1874 Peak -hour factor, PHF 100 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 Adj. Flow (vph) 0 405 20 75 450 150 10 105 15 400 200 5 RTOR Reduction (vph) 0 3 0 0 29 0 0 7 0 0 2 0 Lane Group Flow (vph) 0 422 0 75 571 0 0 123 0 400 203 0 Confl. Peds. (Nhr) 6 6 6 6 1 14 14 1 Heavyvehicles (°/o) 4% 4% 4% taro 1% 1% 0% 0°% 0% 1% 1% 1% Tum Type Perm Perm split Split Protected Phases 4 4 6 6 2 2 Permitted Phases 4 4 Actuated Green, G (s) 40.8 40.6 40.8 11.5 14.7 14.7 Effective Green, g (s) 40.8 40.8 40.8 11.5 14.7 14.7 Actuated g/C Ratio 0.51 0.51 0.51 0.14 0.18 0.18 Clearance Time (s) 5.0 5.0 5.0 4.0 4.0 4.0 Vehicle Extension (s) 2.0 20 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1755 474 1741 267 637 344 v/s Ratio Prot 012 c0.17 c0.07 c012 0.11 vis Ratio Perm 0.08 v/c Ratio 0.24 0.16 0.33 0.46 063 059 Uniform Delay, di 10.9 10.4 11.5 31.4 30.1 29.9 Progression Factor 100 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 03 0.7 0.5 0.5 1.4 1.8 Delay (s) 11.3 11.2 12.0 31.9 31.5 317 Level of Service B 6 B C C C Approach Delay (s) 11.3 11.9 31.9 316 Approach LOS B B C C HCM Average Control Delay 197 HCM Level of Same B HCM Volume to Capacity ratio 0.42 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 130 Intersection Capacity Utilization 60.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group M:111111098 AC Davis High School\AnalysislTraffc OperabonslSynchro_SimTraf6clExistinglExistingAM_Davis High School syn Synchro 7 - Report Page 1 RECEIVED CP ANNING DIVA HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2011 Existing Weekday AM School Peak --4 -• -'%, r 1- -*\ t r N. l W Lane Configurations 4. Q if $ jr .- Sign Control Stop Stop 0 Stop 0 Stop Volume (vph) 30 150 35 150 85 80 15 45 135 70 110 35 Peak Hour Factor 100 1.00 100 1.00 1.00 100 1,00 1.00 1.00 1.00 1.00 100 Hourly Flow rate (vph) 30 150 35 150 85 80 15 45 135 70 110 35 Volume Total (vph) 215 235 80 60 135 215 Volume Left (vph) 30 150 0 15 0 70 Volume Right (vph) 35 0 80 0 135 35 Hal (s) -0.04 0.20 -0.53 0.16 -0.67 -0.03 Departure Headway (s) 5.4 5.6 3.2 6.3 5.4 5.6 Degree Utilization, x 0.32 0.36 0.07 010 0.20 0.33 Capacity (veh/h) 613 599 1121 528 603 594 Control Delay (s) 11.0 11.8 6.4 88 8.6 11.3 Approach Delay (s) 11.0 10.4 8.7 11.3 Approach LOS B B A e Delay 10.4 HCM Level of Service B Intersection Capacity Utilization 539% ICU Level of Service A Analysis Period (min) 15 MM 101098 AC Davis High SchoohAnalysiOraffic Operations\Synchro-SimTrafticExistinglExistingAM_Davis High School.syn Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 4: W Walnut St & S 6th St 2011 Existing Weekday AM School Peak -0 te r~ 4-.i t r ti t f M:111111098 AC Davis High SchooMnalysislTraffic OperationslSynchro_SimTrafficlExistnglExistingAM_Davis High School syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St 8r S :5th Ave 2011 Existing Weekday AM School Peak --*,-"'r 4-~ k -N t rI$, l LaneCoftralions I HCM Volume to Capacity ratic 0.50 Actuated Cycle Length (s) 65.9 Sum of lost time (s) 17.0 Intersection Capacity Utilization 63.9°/ ICU Level of Serrice B ♦I. 15 i 4. Lane Configurations Volume (veh/h) 20 315 5 150 290 20 0 15 20 15 25 30 Sign Control 1900 Free 1900 1900 Free 1900 1900 Stop 1900 1900 Stop Total Lost time (s) Grade 5.0 0% 4.0 5.0 0% 4.0 50 0% 40 5.0 0% Lane Util. Factor Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 Hourly Flow rate (vph) 20 315 5 150 290 20 0 15 20 15 25 30 Pedestrians 1.00 19 1.00 1.00 1 100 1.00 100 1.00 1 I'd Lane Width (ft) 0.98 12.0 1.00 0.97 120 1.00 0.93 100 0.96 12.0 Flt Protected Walking Speed (ft/s) 1.00 4.0 0.95 1.00 4.0 0.95 1.00 0.95 1.00 4.0 Said Flow (prot) Percent Blockage 3481 2 1731 3365 0 1769 3271 1787 3419 0 Fit Permitted Right tum flare (veh) 1.00 0.36 1.00 0.52 1.00 0.24 1.00 Said. Flow (perm) Median type 3481 None 650 3365 TWLTL 966 3271 459 3419 Peak -hour factor, PHF Median storage veh) 1.00 1.00 100 1.00 2 1.00 1.00 1.00 1.00 1.00 1.00 Adj Flow (vph) Upstream signal (ft) 350 60 185 395 395 30 310 270 125 290 105 RTOR Reduction (vph) pX, platoon unblocked 12 0 0 19 0 0 134 0 0 28 0 Lane Group Flow (vph) vC, conflicting volume 311 0 185 320 0 30 864 968 318 984 961 175 vC1, stage 1 conf vol 18 18 4 2 358 358 2 601 601 Heavy Vehicles (0/6) vC2, stage 2 conf vol 1% 1% 4% 4% 4% 2% 506 611 1% 384 360 Turn Type vCu, unblocked vol 311 pm+pt 320 pm+pt 864 968 318 984 961 175 tC, single (s) 42 3 41 1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 8 6 6.5 5.5 2 6.5 5.5 Actuated Green, G (s) IF (s) 2.2 276 2.2 18.6 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 27.6 88 18.6 100 96 97 95 93 96 cM capacity (veh/h) 1231 0.42 1237 0.28 359 375 683 325 365 830 Volume Total 20 320 150 193 117 35 70 4,0 50 Vehicle Extension (s) Volume Left 20 0 150 0 0 0 15 2.0 2.5 Lane Grp Cap (vph) Volume Right 0 5 0 0 20 20 30 339 1141 v/s Ratio Prot cSH 1231 1700 1237 1700 1700 505 464 c0 04 011 v/s Ratio Penn Volume to Capacity 0.02 019 0.12 0.11 0.07 0.07 015 0.12 v/c Ratio Queue Length 95th (8) 1 0 10 0 0 6 13 0.37 0.32 Uniform Delay, dt Control Delay (s) 8.0 00 8.3 0.0 0.0 12.7 14.1 12.5 164 Progression Factor Lane LOS A A 1.00 B B 1.00 1.00 Incremental Delay, d2 Approach Delay (s) 0.5 2.7 0.3 12.7 14.1 0.2 0.1 Delay (s) Approach LOS 22.7 13.0 20.2 B B 12.8 165 Level of Service 'in�1'plEtIDO �w4y - - _ _ . . - _ _. - _ _ . _ _ - __. - 90[1-- ---_ Approach Delay (s) Average Delay 21.7 31 18.2 21.6 156 Approach LOS Intersection Capacity Utilization C 4' 5% ICU Level of Service A B Analysis Period (min) 15 M:111111098 AC Davis High SchooMnalysislTraffic OperationslSynchro_SimTrafficlExistnglExistingAM_Davis High School syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St 8r S :5th Ave 2011 Existing Weekday AM School Peak --*,-"'r 4-~ k -N t rI$, l LaneCoftralions f1 HCM Volume to Capacity ratic 0.50 Actuated Cycle Length (s) 65.9 Sum of lost time (s) 17.0 Intersection Capacity Utilization 63.9°/ ICU Level of Serrice B ♦I. 15 i Volume (vph) 90 3% 60 185 395 90 30 310 270 125 290 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.0 4.0 5.0 4.0 50 40 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 100 0.95 1.00 0.95 Frpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 099 100 1,00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 100 1.00 100 1.00 I'd 1.00 0.98 1.00 0.97 1.00 0.93 100 0.96 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Said Flow (prot) 1786 3481 1731 3365 1769 3271 1787 3419 Fit Permitted 0.48 1.00 0.36 1.00 0.52 1.00 0.24 1.00 Said. Flow (perm) 894 3481 650 3365 966 3271 459 3419 Peak -hour factor, PHF 100 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Flow (vph) 90 350 60 185 395 90 30 310 270 125 290 105 RTOR Reduction (vph) 0 12 0 0 19 0 0 134 0 0 28 0 Lane Group Flow (vph) 90 398 0 185 466 0 30 446 0 125 367 0 Confl.Peds -(#Ihr) 4 18 18 4 2 2 2 2 Heavy Vehicles (0/6) 1% 1% 1% 4% 4% 4% 2% 2% 20/6 1% 1% 1% Turn Type pm+pt pm+pt pm+pt pm+pt Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 20.4 14.8 276 18.4 18.6 16.7 279 220 Effective Green, g (s) 20.4 14.8 27.6 18.4 18.6 16.7 27.9 22.0 Actuated g/C Ratio 0.31 0.22 0.42 0.28 0.28 0.25 042 033 Clearance Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4,0 50 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 2,5 2.0 2.5 Lane Grp Cap (vph) 353 782 423 940 296 829 339 1141 v/s Ratio Prot 0.02 0.11 c0.06 c0.14 0.00 c0.14 c0 04 011 v/s Ratio Penn 0.06 0.12 003 0.12 v/c Ratio 0.25 0.51 0.44 0.50 0.10 0.54 0.37 0.32 Uniform Delay, dt 16.5 22.4 12.8 19.9 17.3 213 12.5 164 Progression Factor 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 Incremental Delay, d2 0.1 0.4 0.3 0.3 0.1 0.5 0.2 0.1 Delay (s) 16.7 22.7 13.0 20.2 173 21.8 12.8 165 Level of Service B C B C B C B B Approach Delay (s) 21.7 18.2 21.6 156 Approach LOS C B C B HCM Average ConVol Delay 19.3 HCM Level of Service B HCM Volume to Capacity ratic 0.50 Actuated Cycle Length (s) 65.9 Sum of lost time (s) 17.0 Intersection Capacity Utilization 63.9°/ ICU Level of Serrice B Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High SchooRAnalysis\Traffic Operations\Synchro_SimTraffic\Existing\ExistingAM_Davis High School syn Synchro 7 - Report Page 4 HCM Unsignalize, .,exsection Capacity Analysis A.C. Davis High School 8: W Space St & S 5th Ave 2011 Existing Weekday AM School Peak --* -• -V 'r '- 4- -N t r N. 4 41 M:111111098 AC Davis High School\AnalysislTraffic OperationslSynchro_SimTraffic\ExistinglExistingAM_Davis High School syn Synchro7- Report RECEIVED Page CITY OF YAKIIWA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2011 Existing weekday AM School Peak -0 -.N 'r~ I--\ t r � l 41 Lane Configurations 4f► 4b ej► 4=4 Sign Control Stop Lane Configurations 41 Stop Stop Volume (vph) 0 10 0 65 20 55 5 Volume (veldh) 5 0 50 0 5 5 80 585 35 45 410 90 Sign Control 10 Stop 65 20 55 5 Stop 70 10 40 0 Volume Total (vphl Free 140 Free Grade 0% Volume Left (vph) 0% 65 5 0% 04/0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 0 50 0 5 5 80 585 35 45 410 90 Pedestrians Degree Utilization, x 0.01 3 0.28 0.06 2 Lane Width (ft) 701 764 770 747 12.0 Conte Delay (s) 7.8 12.0 Walking Speed (Ws) 7.9 4.0 78 8.3 9.2 7.9 4.0 Percent Blockage Approach LOS A A 0 A 0 Right tum flare (veh) 8.7 HCM Level of Service A Median type Intersection Capacity Utilization 348% None None Median storage veh) 15 Upstream signal (ft) 962 472 pX, platoon unblocked vC, conflicting volume 1007 1328 250 1110 1356 315 500 623 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1007 1328 250 1110 1356 315 500 623 tC, single (s) 75 6.5 69 76 6.6 7.0 41 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2 p0 queue free % 97 100 93 100 96 99 93 95 cM capacity (vehm) 173 138 756 133 125 663 1067 958 Volume Total 55 10 80 390 230 45 273 227 Volume Left 5 0 80 0 0 45 0 0 Volume Right 50 5 0 0 35 0 0 90 cSH 578 210 1067 1700 1700 958 1700 1700 Volume to Capacity 0.10 0.05 0.07 0.23 0.14 0.05 0.16 0.13 Queue Length 95th (ft) 8 4 6 0 0 4 0 0 Control Delay (s) 11.9 23.0 8.6 0.0 0.0 8.9 0.0 0.0 Lane LOS B C A A Approach Delay (s) 11.9 23.0 1.0 0.7 Approach LOS B C Average Delay 1.5 Intersection Capacity Utilization 385% ICU Level of Service A Analysis Period (min) 15 M:111111098 AC Davis High School\AnalysislTraffic OperationslSynchro_SimTraffic\ExistinglExistingAM_Davis High School syn Synchro7- Report RECEIVED Page CITY OF YAKIIWA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2011 Existing weekday AM School Peak -0 -.N 'r~ I--\ t r � l 41 Lane Configurations 4f► 4b ej► 4=4 Sign Control Stop Stop Stop Stop Volume (vph) 0 10 0 65 20 55 5 145 70 10 40 0 Peak Hour Factor 100 1.00 1,00 100 1.00 1.00 1.00 1.00 1.00 100 1.00 100 Houdy flow rate (vph) 0 10 0 65 20 55 5 145 70 10 40 0 Volume Total (vphl 10 140 220 50 Volume Left (vph) 0 65 5 10 Volume Right (vph) 0 55 70 0 Hadj (s) 0.00 -0.14 0.20 0.04 Depafte Headway (s) 47 4.4 4.5 4.5 Degree Utilization, x 0.01 0.17 0.28 0.06 Capacity(vetuh) 701 764 770 747 Conte Delay (s) 7.8 8.3 9.2 7.9 Approach Delay (s) 78 8.3 9.2 7.9 Approach LOS A A A A Detay 8.7 HCM Level of Service A Intersection Capacity Utilization 348% ICU Level of Service A Analysis Period (min) 15 MA11\11098 AC Davis High SchooKAnalysislTraffic OperationslSynchro_SimTrafficlExistinglExistingAM_Davis High School.syn Synchro 7 - Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2011 Existing Weekday AM School Peak Lane Configuralicns 95 .T f, Y 10 Volume (veh1h) 10 85 150 15 10 15 Sign Control 1409 Free Free Stop 0.01 Grade 0.03 0% 0% 0% 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly How rate (vph) 10 85 150 15 10 15 Pedestrians Stop 3 7 --- Lane Width (ft) -- - - - - - - - - - _ - - -1 Average Delay 12.0 12.0 1 1 Walking Speed (IUs) Grade 4.0 4.0 Percent Blockage 15 0 1 Right tum flare (veh) Peak Hour Factor 1.00 100 1.00 Median type 1.00 None None 1.00 1.00 Median storage veh) 1.00 1.00 Hourly flow rate (vph) 45 10 Upstream signal (fl) 10 10 15 145 630 pX, platoon unblocked 15 375 75 Pedestrians vC, conflicting volume 172 4 272 164 vC1, stage 1 conf vol Lane Width (ft) vC2, stage 2 conf vol 12.0 12.0 vCu, unblocked vol 172 272 164 tC, single (s) 4.1 40 6.4 6.2 1C, 2 stage (s) 4.0 IF (s) 2.2 0 3.5 3.3 p0 queue free % 99 0 99 98 cM capacity (vehlh) 1409 Right tum flare (veh) 710 880 Volume Total 95 165 25 Volume Left 10 0 10 Volume Right 0 15 15 cSH 1409 1700 803 Volume to Capacity 0.01 0.10 0.03 Queue Length 95th (ft) 1 0 2 Control Delay (s) 0.8 0.0 9.6 Lane LOS A 145 A Approach Delay (s) 0.8 0.0 9.6 Approach LOS Stop A +niiasecnnn Sum xxy --- - - -- - - - - - - - - - _ - - -1 Average Delay 1 1 Intersection Capacity Utilization Grade 22.8% ICU Level of Service A Analysis Period (min) 0% 15 M:111111098 AC Davis High SchooAAnalysislTraffic Operations\Synchro_SimTrafflclExisting\ExisfingAM_Davis High School syn Synchro 7 - Report Page 7 DOC. INDEX f # I-1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2011 Existing Weekday AM School Peak --* r - 4, 1 t r` l 41 M:\11\11098 AC Davis High SchooMnalysis\Traffic OperatonslSynchro_Sim7rar6c\ExistngExistingAM_Davis High Schocl.syn Synchro 7 - Report Page 8 EBT -lWrqW W87 -w- HBC hM Nan? -1 ' S01 - Lane Cnnfiq�;;alions 4* .T• 41- 41. Volume (veh.4) 45 10 60 10 10 15 145 630 25 15 375 75 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 45 10 60 10 10 15 145 630 25 15 375 75 Pedestrians 5 4 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (flfs) 40 4.0 4.0 Percent Blockage 0 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 480 954 pX, platoon unblocked vC, conflicting volume 1072 1396 231 1220 1422 332 455 659 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1072 1396 231 1220 1422 332 455 659 IC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 41 41 IC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 68 92 92 90 91 98 87 98 cM capacity (vehrn) 143 121 774 105 117 668 1097 929 VohmreToW 115 35 460 340 202 262 Vokrme Left 45 10 145 0 15 0 Voknme %hr 60 15 0 25 0 75 cSH 242 172 1097 1700 929 1700 Volum' to Capacity 0.48 0.20 0.13 0.20 0.02 0.15 Queue Length 95th (fl) 59 18 11 0 1 0 Control Delay (s) 32.7 31.2 3.7 0.0 0.8 0.0 Lane LOS D D A A Approardt Delay (s) 32.7 31.2 2.2 0.4 Apprcadr LOS D D r Average Delay 4.8 Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15 M:\11\11098 AC Davis High SchooMnalysis\Traffic OperatonslSynchro_Sim7rar6c\ExistngExistingAM_Davis High Schocl.syn Synchro 7 - Report Page 8 N N _T C Q �U Q U O 0 OI L ' U L � Mn Q i c N .T m fq U fQ CL m c > O Q N � � w � C � N C C m 2> 2 - * �t 1 M r r t0 N N n M O O �O t0 N N W N b ``o , )roE i cow-'rnm�mrn y' a � b nc4 _- -wN U >�oCALL=a��d m�� no`ssS�si� 55 n:g do J .�. N (n ��o c L 2 > > > 2 N b co>— A39f - Q = Q 1 I � � o m o '> CI I � I I m I � w }i. o 0 0 o- o- o n oo N� oN� E N� r^ o .n sr A M ��orno Wo.or� m LL vic ter., oo w pU m N W O I tM m^ m �$ E C O N c W O O O O O 1� O 1� 4 t0 tG y�L6OL6 N y IC=� O W O O� W H 1� AAA n O U E J000 V c U �U (n � 0 tpppp� pp U 1 COO y�O000 OMO O� W u0 N W h�O�M N C c M O O W � pp A 1 ~ O Obi 0 o UU (LW^ + g A 'v + c E 0 o y nV gio V` o m- v'vJ£q V m o c O a' ,r ga mix v?a LL �.� `�m�dUH�oy =���mO lrnm ¢� g 3 LL v z g� » d v a 0 C7 V a LL `o ^co C J U o d o_ a g��f nn oLL ti L ��8 ��� � > d m a� sa o o € c'o`o �' m ¢>.°�'� N� %t m m d m m _ w o d o m a a r a a 8ry m o so o a� E o E19 -92J. f0m m K e E yy>' > Ti o f ) 2 y V J��HJLL LL LLLL In E: d¢Q'JU2 H LLM W ¢U> J ji i:S a- <Q 22Q �� v t�(o' N � CA 32Q CD z qz V DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17: W Tieton Dr & S 5th Ave 2011 Existing Weekday AM School Peak HCM Average Control Delay 11.3 HCM Level of Service B HCM volume to Capacity ratio 0.44 Actuated Cycle Length (s) 41.9 Sum of lost time (s) 15.0 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group WARM Lane Configurations I volume (YO) 420 70 125 0 15 5 155 375 10 20 180 210 Ideal Flaw (vphpl) 1900 19M 19M 1900 1900 1900 1900 1900 1900 19M 1900 1900 Tata) Los[ 4me (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 50 5.0 Lane M Fedor 0.95 0.95 1100 1,00 1.00 0.95 1.00 1.00 140 Frpb, pedthes 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, pedrhlkes 1.00 1.00 1.00 1,00 0.99 1,00 1,00 1.00 1.00 Fri 1.00 1,00 0.85 0.96 is 100 1.00 1.00 0.85 RNoteded 0.95 0.97 1.00 1,00 0.95 1.00 0.95 1.00 1.00 Saw- Flaw (prot) 1665 1692 1568 1829 1795 3595 1787 1881 1570 FltPermitled 0.95 0.97 1.00 1.00 0.64 1,00 0.52 1.00 1.00 Said Flow (0eri) 16M 1892 1568 1829 1217 3596 986 1881 1570 Peak -hour factor, PHF 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 A4 Flow (Wh) 420 70 125 0 15 5 155 375 10 20 180 210 RTOR Reduction(vph) 0 0 67 0 5 0 0 2 0 0 0 141 Lane Group Flow (vph) 244 246 58 0 15 0 155 383 0 20 180 69 Confl Peds. (#/hr) 11 11 Heavy Vehicles (° a) 3% 3% 3% 0% 0% 0% 0% 0% 0% 1% 1% 1% Tum Type split Perm Split Perm Perm Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Green, G (s) 12.4 12.4 12.4 0.7 13.8 13.8 13.8 13.8 13.8 Effective Green, g (s) 12.4 12.4 12.4 0.7 13.8 13.8 13.8 13.8 13.8 Actuated g/C Ratio 0.30 0.30 0.30 0.02 0.33 0.33 0.33 0.33 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehrde Extension (s) 2.0 2.0 20 20 2.0 2.0 20 2.0 2.0 Lane Grp Cap(vph) 493 501 464 31 401 1184 325 620 517 v/s Ratio Prot c015 0.15 c0.01 0.11 010 v/s Ratio Penn 0.04 c0.13 0.02 0.04 v/c Ratio 0.49 0.49 0.13 0.49 0.39 032 0.06 0.29 0.13 Unform Delay, dl 12.2 12.2 108 20.4 10.8 10.5 9.6 10.4 9.9 Progression Factor 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 100 Incremental Delay, d2 0.3 0.3 0.0 4.3 0.2 0.1 0.0 0.1 0.0 Delay (s) 12.5 12.4 10.6 24.7 11.0 10.6 9.6 10.5 99 Level of Service B B B C B B A B A Approach Delay (s) 12.1 24.7 10.7 102 Approach LOS B C B 8 HCM Average Control Delay 11.3 HCM Level of Service B HCM volume to Capacity ratio 0.44 Actuated Cycle Length (s) 41.9 Sum of lost time (s) 15.0 Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group MM 1\1 1098 AC Davis High SchooMnalysislTraffi; OperationslSynchro_SimTrafficlExistnglExistingAM_Davis High School.syn Synchro 7 - Report Page 11 DOC. INDEX # 1-1 HCM Signalized Intersection Capacity Analysis --ya--W- - -lam '!moi fiI A.C. Davis High School 1: W Yakima Ave & Summitview Ave -SBL 58T SSR Lane Configurafions 2011 Existing Weekday pM School Peak -.N '.-- k4% t r Stop lyioeameaf. _ _ -'W. Stop t --w mr- t m -OF -NBA Se% -m-- BTLane LaneConfigurations Vi f$+ 90 155 ?T. Peak Hour Factor 4, 1.00 VI) T. Volume (vph) 15 350 25 70 430 330 30 160 50 270 11Q 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 50 Volume Left (vph) 5.0 5.0 0 4.0 0 40 4.0 Lane Util. Factor 1.00 0.95 30 1.00 0.95 0 1.00 30 097 1.00 Frpb, peftikes 1.00 1.00 0.14 1.00 099 -0.67 0.99 100 1.00 Flpb, ped/bikes 1.00 100 3.2 099 1.00 5.6 1.00 1.00 1.00 Fit 1.00 099 0.17 100 093 0.97 1.00 0.99 Flt Protected 0.95 1.00 627 0.95 100 0.99 Control Delay (s) 095 1.00 Said Flow (prot) 1729 3429 10.4 1774 3295 1824 112 3467 1868 Fill Permitted 0.31 1.00 0.53 1.00 Approach LOS 0.99 A 0.95 1.00 Satd.Flow (perm) 557 3429 988 3295 1824 10.0 3467 1868 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Adj. Flow (vph) 15 350 25 70 430 330 30 160 50 270 110 5 RTOR Reduction (vph) 0 5 0 0 125 0 0 13 0 0 3 0 Lane Group Flow (vph) 15 370 0 70 635 0 0 227 0 270 112 0 Cordl. Peds. (#/hr) 6 6 6 6 1 14 14 1 Heavy Vehides1%) 4% 4% 4% 1% I% 1% 0% 0% 0% 19% 1% 1% Turn Type Perm Perm Split Split Protected Phases 4 4 6 6 2 2 Permitted Phases 4 4 Actuated Green, G (s) 40.3 40.3 40.3 40.3 14.9 118 118 Effective Green, g (s) 40.3 40.3 40.3 40.3 14.9 11.8 11.8 Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.19 0.15 0.15 Clearance Time (s) 5.0 5 0 5.0 5.0 4.0 4.0 40 Vehae Exwnsao (s) 2-0 2.0 2.0 2.0 2.0 2.0 20 Lase Grp Cap (vph) 281 1727 498 1660 340 511 276 v/s Ratio Prot 0.11 c0.19 c0.12 c0 08 0.06 v/s Ratio Perm 0.03 0.07 v/cRatio 0.05 0.21 0,14 0.38 0.67 0.53 0.41 Uniform Delay, d1 10.1 11.0 10.6 12.2 30.2 31.5 30.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 06 0.7 3.8 0.5 0.4 Delay (s) 10.5 11.3 112 12.9 34.1 32.0 31.3 Level of Service B B B B C C C Approach Delay (s) 11.3 127 34.1 31,8 Approach LOS B B C C HCM Average Control Delay 192 HCM Level os Semce B HCM Volume to Capacity ratio 047 Actuated Cycle Length (s) 800 Sum of lost time (s) 13.0 Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraf6c\ExistinglExistingPM_Davis High School.syn Synchro 7 - Report Page 1 �o z d RECEIVED JAN 7 ";i2 CITY OF YAKIMA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2011 Existing Weekday pM School Peak ---* -• --v 4, *,-t-N t'*1.- 4 ht A-m-lL _- --- - --ya--W- - -lam '!moi fiI �187' -N BR -SBL 58T SSR Lane Configurafions 41 4 4 Sign Control Stop Stop Stop Stop Volume (vph) 30 180 30 70 135 70 10 90 155 65 60 30 Peak Hour Factor 1,00 1.00 100 100 1.00 100 1.00 100 1.00 00 1.00 100 Hourly low rate (vph) 30 180 30 70 135 70 10 90 155 65 60 30 Volume Total (vph) 240 205 70 100 155 155 Volume Left (vph) 30 70 0 10 0 65 Volume Right (vph) 30 0 70 0 155 30 Hadi (s) -0.02 0.14 453 0.08 -0.67 -0.03 Departure Headway (s) 53 5.5 3.2 6.1 5.3 5.6 Degree Util¢ation, x 0.36 0.31 0.06 0.17 0.23 0.24 Capacity (veh/h) 628 603 1121 553 627 581 Control Delay (s) 11.2 110 6.4 9.1 8.7 10.4 Approach Delay (s) 112 9.9 8.8 10.4 Approach LOS B A A B Delay 10.0 HCM Level of Service B Intersection Capacity Utilization 500% ICU Level of Service A Analysis Period (min) 15 M:\l1\11098 AC Davis High SchoollAnalysis\Traffic Operatons\Synchro_SimTraffic\Exis6ng\ExistingPM_Davis High School syn Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 4: W Walnut St & S 6th St 2011 Existing Weekday pM School Peak 7 - W 'l'l� iS� ... 3k37 4 Lamconliiguraws Lane Lane Confiprrratiars 4t. Volume (veh/h) 25 390 10 50 235 60 20 15 30 65 15 15 Sign Control 275 Free 40 390 Free 90 330 Stop Ideal Flow (vphpl) 1900 Stop 1900 Grade 1900 0% 1900 1900 0% 1900 1900 0% Total Lost time (s) 4.0 0°! Peak Hour Factor 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1 00 Hourly flow rate (vph) 25 390 10 50 235 60 20 15 30 65 15 15 Pedestrians 0.99 19 1.00 0.99 1 1.00 1.00 Flpb, ped/bikes 1.00 1 Lane WKM (ft) 1.00 12.0 1.00 1.00 12.0 1.00 1.00 Frt 100 12.0 Walking Speed (tUs) 0.95 4.0 1.00 0.94 4.0 1.00 0.98 Flt Protected 0.95 4.0 Percent Blockage 1.00 2 0.95 1-00 0 0.95 1.00 Said Flow(prot) 1785 0 Right tum flare (veh) 3278 1769 3308 1787 3497 At Permitted 0.51 1.00 Median We 1,00 None 053 1.00 TWLTL 0.22 1.00 Sa1d.Flow (perm) 956 3440 Median storage veh) 3278 _ 980 3308 2 414 3497, Peak -hour factor, PHF 1.00 1.00 1.00 Upstream signal (ft) 1.00 1.00 1.00 1.00 395 100 1.00 1,00 Adj. Flow (vph) 90 375 100 pX, platoon unblocked 275 140 40 390 260 90 330 50 RTOR Reduction (vph) 0 21 0 vC, conflicting volume 296 0 0 400 0 0 704 841 396 844 816 168 vC1, stage 1 coni vol 357 0 40 555 0 90 445 445 Confl. Peds. (#fnr) 366 366 18 vC2, stage 2 cont vol 4 2 2 2 259 396 Heavy Vehicles (%) 478 450 1% vCu, unblocked vol 296 4a/6 2% 400 2% 1% 704 841 396 844 816 168 tC, single (s) 4.2 pmv 41 pm+pt 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 8 1 6 5 6.5 5.5 Permitted Phases 6.5 5.5 IF (s) 2.2 6 2.2 2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 22.1 96 28.3 96 97 95 84 97 98 cM capacity (veh/h) 1247 22.1 1155 28.3 478 458 608 395 452 839 Volume Total 25 400 50 157 138 65 95 Clearance Time (s) 4.0 5.0 Volume Left 25 0 50 0 0 20 65 Vehicle Exten&on (s) 2.0 25 Volume Right 0 10 0 0 60 30 15 Lane Grp Cap(vph) 369 815 cSH 1247 1700 1155 1700 1700 525 441 v/s Ratio Prot 0.02 0.13 Volume to Capacity 0.02 0.24 0.04 0.09 0.08 0.12 0.22 v/s Ratio Perm 0.06 Queue Length 95th (ft) 2 0 3 0 0 11 20 v/c Ratio 0.24 0.56 Control Delay (s) 7.9 0.0 8.3 0.0 0.0 12.8 15.4 Uniform Delay, d1 17.2 23.5 Lane LOS A A 22.4 B C Progression Factor 1.00 1.00 Approach Delay (s) 0.5 1.2 1.00 12.8 15.4 Incremental Delay, d2 0.1 0.7 Approach LOS 0.2 - - 1.1 _ B _ C Delay (s) 17.4 24,2 aa:46� 19.2 16.9 23.5 142 185 Level of Service B C Average Deta'v B 31 C B B Approach Delay (s) 23.1 Intersection Capacity Utilization 17.3 46,6% ICU Level of Service A Approach LOS Analysis Period (min) 15 C B MM 1111098 AC Davis High SchooBAnalysislTrafic OperationslSynchro-SimTrafficlExisting\FxistingPM_Davis High School.syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St & S 5th Ave 2011 Existing Weekday pM School Peak �-•,'r� ,f� 4 Aldir - MAI 1\11098 AC Davis High SchooMnalysislTrafic OperabonslSynchre_SimTraficlExisfinglExisbngPM-Davis High School.syn Synchro 7 - Report Page 4 W 'l'l� iS� ... 3k37 �R Lamconliiguraws I 4t. 1 ?i► ri to ?A Volume (vph) 90 375 100 215 275 140 40 390 260 90 330 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lane LIE- Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 100 0.97 1.00 0.95 1.00 0.94 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1-00 0.95 1.00 Said Flow(prot) 1785 3440 1732 3278 1769 3308 1787 3497 At Permitted 0.51 1.00 0.30 1,00 053 1.00 0.22 1.00 Sa1d.Flow (perm) 956 3440 551 3278 _ 980 3308 414 3497, Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1,00 Adj. Flow (vph) 90 375 100 215 275 140 40 390 260 90 330 50 RTOR Reduction (vph) 0 21 0 0 58 0 0 95 0 0 10 0 Lane Group Flow (vph) 90 454 0 215 357 0 40 555 0 90 370 0 Confl. Peds. (#fnr) 4 18 18 4 2 2 2 2 Heavy Vehicles (%) 1% 1% 1% 4% 4% 4a/6 2% 2% 2% 1% 1*/6 1% Tum Type pm+pt pm+pt pmv pm+pt Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 22.2 16.6 30.9 213 22.1 19.0 28.3 221 Effective Green, g (s) 22.2 16.6 30.9 21.3 22.1 19.0 28.3 22.1 Actuated g/C Ratio 0.32 0.24 0.44 0.30 0.32 0.27 0.40 0.32 Clearance Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Vehicle Exten&on (s) 2.0 25 2-0 25 20 25 20 2.5 Lane Grp Cap(vph) 369 815 416 996 344 897 289 1102 v/s Ratio Prot 0.02 0.13 c0.08 0.11 0.01 c0.17 c0.03 0.11 v/s Ratio Perm 0.06 c0.15 0.03 0.10 v/c Ratio 0.24 0.56 0.52 0.36 0.12 0.62 0.31 0.34 Uniform Delay, d1 17.2 23.5 13.1 19.1 16.8 22.4 139 184 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 Incremental Delay, d2 0.1 0.7 0.5 0.2 0.1 1.1 0.2 0.1 Delay (s) 17.4 24,2 13.5 19.2 16.9 23.5 142 185 Level of Service B C B B B C B B Approach Delay (s) 23.1 17.3 23.1 177 Approach LOS C B C B HCM Average Gootrc; Delay 20 5 HCM Level of Service c HCM Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 70.1 Sum of lost time (s) 17.0 Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group MAI 1\11098 AC Davis High SchooMnalysislTrafic OperabonslSynchre_SimTraficlExisfinglExisbngPM-Davis High School.syn Synchro 7 - Report Page 4 HCM Unsignalizeu intersection Capacity Analysis A.C. Davis High School 8: W Spruce St & S 5th Ave 2011 Existing Weekday pM School Peak --* -► --* 4" '- k -N t r". l W Volume Total 0 115 5 357 2t3 50 400 2.00 Volume Left 0 Lane Configurations 5 ter 0 50 *. 0 1 0 a( +t. Volume (veh/h) 0 0 0 25 0 90 5 535 35 50 600 0 Sign Control 1700 Stop Volume to Capacity 0.00 Stop 0.01 0.21 Free 0.05 Free Grade Queue Length 95th (ft) 0% 26 0 0% 0 4 0% 0 0% Peak Hour Factor 1.00 100 1.00 1.00 1.00 1.00 100 1.00 1 00 1.00 1.00 1.00 Hourly flow rate (vph) 0 0 0 25 0 90 5 535 35 50 600 0 Pedestrians 0.7 Approach LOS 3 C 0.33 0.00 2 Lane Width (ft) Average Delay 4.3 4.3 12.0 4.2 12.0 Walking Speed (R's) 0.04 0.05 37.4% ICU Level of Service 4.0 A Analysis Period (min) Capacity (veh/h) 4.0 Percent Blockage 775 844 0 Control Delay (s) 7.5 7.5 0 Righttum flare (veh) Approach Delay (s) 7.5 7,5 8.0 7.7 Median type Approach LOS A A A A None None Median storage veh) Delay 7 6 Upstream signal (ft) HCM Level of Service A 962 472 pX, platoon unblocked Intersection Capacity Uflization 24.7% ICU Level of Service A vC, conflicting volume 1070 1283 300 966 1266 290 600 573 vC1, stage 1 corn vol vC2, stage 2 cont vol vCu, unblocked vol 1070 1283 300 966 1266 290 600 573 tC, single (s) 75 65 6.9 7.6 6.6 7.0 41 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2 p0 queue free % 100 100 100 87 100 87 99 95 cM rapacity (veh/h) 148 157 702 193 152 689 980 1000 Volume Total 0 115 5 357 2t3 50 400 2.00 Volume Left 0 25 5 0 0 50 0 0 Volume Right 0 90 0 0 35 0 0 0 cSH 1700 442 980 1700 1700 1000 1700 1700 Volume to Capacity 0.00 0.26 0.01 0.21 0.13 0.05 0.24 0.12 Queue Length 95th (ft) 0 26 0 0 0 4 0 0 Control Delay (s) 0.0 16.0 8.7 0.0 0.0 8.8 00 0.0 Lane LOS A C A 30 A Approach Delay (s) 0.0 16.0 0.1 10 0.7 Approach LOS A C 0.33 0.00 Average Delay 4.3 4.3 1.7 4.2 Intersection Capacity Utilization 0.04 0.05 37.4% ICU Level of Service A Analysis Period (min) Capacity (veh/h) 15 805 775 844 MA11\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTraf6c\Existing\ExistingPM_Davis High School syn Synchro 7 - Report Page 5 M RECEIVED JAN 2 7 2'�112. CITY OF YAKIMA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2011 Existing Weekday pM School Peak --6- ti 4�, - 'I-, t r N. l MEE Lane Confguraliort5 4... 41 41 +% Sign Control Stop Stop Stop Stop Volume (vph) 10 15 5 10 25 10 5 70 10 30 60 10 Peak Hour Factor 1 00 100 100 100 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 Hourly flow rate (vph) 10 15 5 10 25 10 5 70 10 30 60 10 NH i S8_1 _ _ _ 7771 Volume Total (vph) 30 45 85 100 Volume Left (vph) 10 10 5 30 Volume Right (vph) 5 10 10 10 Hadj (s) -0.03 -0.09 0.33 0.00 Departure Headway (s) 4.3 4.3 4.5 4.2 Degree Utilization, x 0.04 0.05 0.11 0.12 Capacity (veh/h) 790 805 775 844 Control Delay (s) 7.5 7.5 8.0 7.7 Approach Delay (s) 7.5 7,5 8.0 7.7 Approach LOS A A A A Delay 7 6 HCM Level of Service A Intersection Capacity Uflization 24.7% ICU Level of Service A Analysis Period (min) 15 M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraffic\ExisdnglExisbngPM_Davis High School syn Synchro 7 - Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2011 Existing Weekday pM School Peak M:111\11098 AC Davis High SchoollAnalysislTraffic OperabonslSynchro_SimTrafficlExisfinglExistingPM-Davis High School.syn Synchro 7 - Report Page 7 DOC. INDEX # I-1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2011 Existing Weekday pM School Peak ---6 -- ti 4- - 4- &\ t r � 1 Wilgiiiiig E8t Lane Configurations 4 rs Volume (Y") 5 90 50 10 20 10 Sign Control Free Free Stop Volume (veh1h) Grade 20 0% 0% 0% 10 Peak Hour Factor 100 1.00 1.00 1,00 1.00 100 Houdy flow rate (vph) 5 90 50 10 20 10 Pedestrians Free 3 7 0% Lane Width (ft) 0% 12.0 12.0 0% Walking Speed (ft/s) 0% Peak Hour Factor 4.0 4.0 1.00 Percent Blockage 1.00 1.00 0 1 1.00 1.00 Right tum flare (veh) Hourly flow rate (vph) 65 20 75 5 Median type 10 None hone 10 25 605 30 Median storage veh) 5 4 Upstream signal (ft) 1 Lane Width (ft) pX, platoon unblocked 12.0 12.0 vC, conflictirg volume 67 165 62 vC1, stage 1 cord vol 4.0 vC2, stage 2 cord vol Percent Blockage 0 vCu, unblocked vol 67 0 165 62 tC, single (s) 41 Right tum flare (veh) 64 6.2 tC, 2 stage (s) IF (s) 2.2 3.5 3.3 p0 queue free % 100 None 98 99 cM capacity (vehrh) 1538 821 1003 Volume Total 95 60 30 Upstream signal (ft) Volume Left 5 0 20 Volume Right 0 10 10 pX, platoon unblocked cSH 1538 1700 874 Volume to Capacity 0.00 0.04 0.03 1005 1249 Queue Length 95th (ft) 0 0 3 640 Control Delay (s) 0.4 0.0 9.3 Lane LOS A A Approach Delay (s) 0.4 0.0 9.3 Approach LOS A vCu, unblocked vol 1005 1249 324 1008 Average Delay 254 640 17 504 Intersection Capacity Utilization 75 65 188% ICU Level of Service A Analysis Period (min) 6.9 41 15 4.1 M:111\11098 AC Davis High SchoollAnalysislTraffic OperabonslSynchro_SimTrafficlExisfinglExistingPM-Davis High School.syn Synchro 7 - Report Page 7 DOC. INDEX # I-1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2011 Existing Weekday pM School Peak ---6 -- ti 4- - 4- &\ t r � 1 Wilgiiiiig E8t Lane Configurations .I. a{t► ._�+ Volume (veh1h) 65 20 75 5 t0 10 35 490 10 25 605 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 Hourly flow rate (vph) 65 20 75 5 10 10 35 490 10 25 605 30 Pedestrians 5 4 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed fts) 4.0 4.0 4.0 Percent Blockage 0 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 480 954 pX, platoon unblocked vC, conflicting volume 1005 1249 324 1008 1259 254 640 504 vC1, stage 1 cont vol vC2, stage 2 wnf vol vCu, unblocked vol 1005 1249 324 1008 1259 254 640 504 tC, single (s) 75 65 6.9 75 6.5 6.9 41 4.1 1C, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 63 88 89 97 94 99 96 98 cM capacity (vehlh) 176 163 675 151 161 749 936 1060 vohmre Total 160 25 280 255 328 332 Volume Left 65 5 35 0 25 0 Volume Right 75 10 0 10 0 30 cSH 266 230 936 1700 1060 1700 Volume to Capacity 0.60 0.11 0.04 015 0.02 0.20 Queue Length 95th (ft) 89 9 3 0 2 0 Control Delay (s) 37.2 22.6 1.5 0.0 0.9 0.0 Lane LOS E C A A Approach Delay (s) 37.2 22.6 0.8 0.4 Approach LOS E C Average Delay 5.2 Intersection Capacity Utilization 59.3% ICU Level of 3ervce B Analysis Period (min) 15 MM fill 1098 AC Davis High SchoolVinalysiffraffic OperafionslSyndrro-SimTraf6clExistinglExisfingPM-Davis High School.syn Synchro 7 - Report Page 8 HCM Signalized ,,,,exsection Capacity Analysis A.C. Davis High School 15: W Tieton Dr & S 11 th Ave 2011 Existirg Weekday pM School Peak l -♦ t- 4 1* 1 Lane Configurations �� �j. ►( )+ Volume (vph) 95 555 450 30 50 190 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 10 50 50 95 5.0 5.0 Lane Ubl. Factor 0.95 0.95 1.00 1.00 Frpb, pedrbikes 1.00 1.00 Grade 1.00 0.99 Flpb, peciftes 100 1.00 1.00 1.00 Fit 0% 100 0.99 100 1,00 0.85 Fit Protected 1.00 0.99 1.00 1.00 0.95 1.00 Said. Flow (prot) 1.00 3445 3501 470 1770 1563 Flt Permitted 20 0.83 1.00 10 0.95 1.00 Sald. Flow(perm) Pedestrians 2870 3501 1770 1563 Peak -hour factor, PHF 1.00 1,00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 95 555 450 30 50 190 RTOR Reduction (vph) 0 0 4 0 0 157 Lane Group Flow (vph) 0 650 476 0 50 33 Conti Peds (#mr) 4 4.0 4 6 2 Heavy Vehicles (%) 4% 4% 2% 2% 2% 2% Tum Type pm+pt 0 Right tum flare (veh) Perm Protected Phases 7 4 8 2 Permitted Phases 4 Median type 2 Actuated Green, G (s) 20.4 20.4 6.4 6.4 Effective Green, g (s) 20.4 20.4 6.4 6.4 Actuated g/C Ratio 0.55 0.55 0.17 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 35 3-5 2.5 2-5 Lane Grp Cap (vph) pX, platoon unblocked 1591 1941 308 272 vls Ratio Prot 0.14 c0.03 v/s Ratio Perm 471 c0.23 502 0.02 v/c Ratio 1128 0.41 0.25 1133 0.16 0.12 Uniform Delay, dl 4.7 4.2 129 12.8 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.1 0.2 0.1 Delay (s) 4.9 4.3 vCu,unblocked vol 131 13.0 Level of Service 502 A A 988 B B Approach Delay (s) 1133 4.9 4.3 4.2 13.0 Approach LOS A A 6.5 B 75 HCM Average Control Delay 6.9 tC, 2 stage (s) 6,1 HCM Level of Service A HCM Volume to Capacity ratio 0.35 Actuated Cycle Length (s) IF (s) 368 Sum of lost time (s) 10.0 Intersection Capacity Utilization 50.3% 4.0 ICU Level of Service A Analysis Period (min) 4.0 3.3 15 92 c Critical Lane Group 100 95 99 91 M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraffic\Exis8ng\ExistirgPM_Davis High School syn Synchro 7 - Report Page 9 W RECEIVED JAN 2 7 'v2 CITY OF YAKIMA PLANNING DIV. HCM Unsignafized Intersection Capacity Analysis A.C. Davis High School 16: W Tieton Dr & S 7th St 2011 Existing Weekday pM School Peak --* N 4,- r- 4- -'\ t r\.- 1 1 Lane Configurations dfs efts 40 46 Volume (vehM) 85 470 30 0 450 20 0 10 10 20 15 95 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 100 1.00 1-00 1,00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 Hourly flow rate (vph) 85 470 30 0 450 20 0 10 10 20 15 95 Pedestrians 3 10 2 1 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (itis) 4.0 4.0 4.0 4.0 Percent Blockage 0 1 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 812 pX, platoon unblocked vC, conflicting volume 471 502 988 1128 262 891 1133 239 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu,unblocked vol 471 502 988 1128 262 891 1133 239 IC, single (s) 4.2 41 7.5 6.5 6.9 75 6.5 6.9 tC, 2 stage (s) IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 100 100 95 99 91 92 88 cM capacity (veh/h) 1072 1071 157 189 735 211 188 766 Volume Total 320 285 225 245 20 t,'t0 Volume Left 85 0 0 0 0 20 Volume Right 0 30 0 20 10 95 cSH 1072 1700 1071 1700 301 436 Volume to Capacity 008 0.16 0.00 0.14 0.07 0.30 Queue Length 95th (ft) 6 0 0 0 5 31 Control Delay (s) 2.9 0.0 0.0 0.0 17.8 16.7 Lane LOS A C C Approach Delay (s) 1.6 0.0 17.8 16.7 Approach LOS C C Average Delay 2.9 Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15 MAI 1\11098 AC Davis High SchoohAnalysis\Traffic Operations\Synchro_SimTraf6c\Exisfing\ExisbngPM_Davis High School.syn Synchro 7 - Report Page 10 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17; W Tieton Dr & S 5th Ave 2011 Existing Weekday pM School Peak -- - - --15K - -M HCM Volume to Capacity ratio Actuated Cycle Length (s) wW -M. -ta�-�- -sic Sri -IM Lane Configurations Vi 4 r Vi T Vi 4b 11 T F Volume (vph) 340 15 170 5 55 0 85 170 15 20 320 340 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 50 5.0 50 5.0 50 5.0 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 095 1.00 100 1.00 Ffpb, pedlbikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Fipb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 Fri 1.00 1.00 0.85 1.00 1.00 1.00 0.99 1.00 1.00 0.85 Fit Protected 0.95 0.96 1.00 0.95 1.00 0,95 1.00 0.95 1,00 1.00 Said Flow(pro1} 1665 1676 '568 1805 1900 1797 3566 1787 1881 1569 Fit Permitted 0.95 0.96 1.00 0.95 1.00 0.52 1.00 0.64 100 1.00 Satd Flow (Penn) 1665 16A 568 1805 1900 984 3568 4195 1881 156? Peak -hour factor. PHF 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IM 1.00 1.00 1.00 Adj Flow(vph) 340 15 170 5 55 0 85 170 15 20 320 340 RTOR Reduction (vph) 0 0 129 0 0 0 0 7 0 0 0 216 Lane Group Flow (vph) 177 178 41 5 55 0 85 178 0 20 320 124 Confl. Peds. (#/hr) 11 11 fie"yehudes i°h) 31/6 s% 3% 0% 0% 01/6 0% 0% 0% 1% 1% 1% Tum Type Split Form Sol Penn Penn Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Green, G (s) 10.6 10.6 10.6 3.3 3.3 15.3 15.3 15.3 15.3 15.3 Effective Green, g (s) 10.6 10.6 10.6 3.3 3.3 15.3 15.3 15.3 15.3 15.3 Actuated g/C Ratio 0.24 0.24 0.24 0.07 0.07 0.35 0.35 0.35 0.35 0.35 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle, Extensgn (s) 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 399 402 376 135 142 341 1234 414 651 543 v/s Ratio Prot c011 011 0.00 c0.03 0.05 c0.17 v/s Ratio Perm 0.03 0.09 0.02 0.08 v/c Ratio 044 0.44 0.11 0.04 0.39 0.25 0.14 0.05 0.49 0.23 Uniform Delay, dl '143 14.3 13.1 19.0 19.5 10.3 9.9 9.6 11.4 10.3 Progression Factor 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.3 00 0.0 0.6 0.1 0.0 0.0 0.2 0.1 Delay (s) 14.6 146 13.2 19.0 20.1 10.5 10.0 9.6 11.6 10.3 Level of Service B B B B C B A A B B Approach Delay (s) 14,1 20.0 10.1 10.9 Approach LOS B C B B HCM Average Control Delay '2,2 HCM Level of Service B HCM Volume to Capacity ratio 046 Actuated Cycle Length (s) a4.2 Sum of last fime (s) 15.0 Intersection Capacity Utilization 50 71% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group W11N 1098 AC Davis High SchoollAnalysisMafhc OperationslSynchro_SimTrafficlExistinglExis6ngPM_Davis High School.syn Synchro 7 - Report Page 11 DOC. INDEX # I-1 HCM Signalized -i -ersection Capacity Analysis A.C. Davis High School 1: W Yakima Ave & Surrlmihriew Ave 2015 Without -Project Weekday AM School Peak M:\11\11098 AC Davis High SchoolVAnalysis\Traffic Operations\Synchro_SimTrafBclBaseline\BaselineAM_Davis High School syn Synchro 7 - Report Page 1 W RECLeI Y or) JAN 2 7 LQ12 GTTY OF YAKIMA OLANNING CjjV HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th 5t 2015 WHI`IWW'roject Weekday AM School Peak -16 - 1 4r *-- t 4� t /0 ` 4 Lane ConriguraWns M E -AT 75P KV gal NBF !1i}L W-- SRw:- :�€' jBf2 Sign Control Lane Confgural ons I Tb rl 4, IM Volume (vph) ) Peak Hour Factor Volume (vph) Ideal Flow (vphpl) 0 1900 420 1900 20 1900 80 1900 410 1900 155 1900 10 1900 110 1900 15 1900 .11" 1900 210 5 Total Lost time (s) 155 50 155 5.0 50 15 45 40 1.00 75 4.0 1900 4.0 1900 Lane Util. Factor Frpb, ped(bikes 245 0.95 100 60 1.00 0.95 1.00 0.97 1.00 Flpb, ped/bikes 1.00 Volume Left (vph) 1.00 0.99 099 1.00 0 15 1.00 1.00 75 1.00 1.00 1.00 1.00 Frt At Protected 0.99 1.00 Volume Right (vph) 1.00 0.95 096 1.00 85 0 098 35 1.00 1.00 Satd Flow (prot) 3443 Hadj (s) 1776 3414 -0.53 0.16 1.00 1859 -0.03 0.95 3467 1.00 1874 Flt Permitted Sabi Flow 100 Departure Headway (s) 048 1.00 3.2 6.4 1.00 5.7 0.95 1.00 mrm) Peak -hour factor, PHF 1 00 3443 1.00 4.00 904 766 ?414 1.00 1.00 1.00 1659 1,00 1.00 3467 1.00 1874 1.00 Adj. Flow (vph) 0 420 20 80 470 155 10 110 15 415 210 1,00 5 RTOR Reduction (vph) 0 3 0 0 30 0 0 7 0 0 1 0 Lane Group Flow (vph) 0 437 0 80 595 0 0 128 0 415 214 0 Confl. Peds. (tA41r) 6 6 6 B 6 1 14 14 1 HeavyVeiudesf%) 4% 4% 4% 1% % I% 0% 0% 0% 1% 1% 1% Tum Type Perm HCM Level of Service Perm B soil son Protected Phases 4 Intersection Capacity Utilization 4 55.1% 6 6 2 2 Permitted Phases 4 4 Actuated Green, G (s) 39.2 39.2 39.2 12.7 151 15.1 Effective Green, g (s) 39.2 39.2 39.2 12.7 15.1 15.1 Actuated g/C Ratio 0.49 0.49 0.49 0.16 0.19 019 Clearance Time (s) 5.0 5.0 5.0 4.0 4.0 4.0 Vehxae Extension (s) 2 � 2.0 2-0 2.0 2.0 2.0 Lane Cxp Cap (vph) 1687 443 1673 295 654 354 _ vis Ratio Prot 0.13 c0.17 c0.07 c0.12 0.11 v/s Ratio Perm 0.09 v/c Ratio Uniform Delay, dl 0.26 11.9 0.18 11.4 0.36 12.6 0.43 30.4 0.63 29.9 0.61 29.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.9 0.6 0.4 1.5 2.0 Delay (s) Level of Service 12.3 B 12.3 13.2 30.8 31.4 31.7 Approach Delay (s) 12.3 B B 13.1 C 30.8 C C 31.5 Approach LOS B B C C HCM Avcrale t;,n;:el Delay 20.2 HCM Level of Service C HCM Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High SchoolVAnalysis\Traffic Operations\Synchro_SimTrafBclBaseline\BaselineAM_Davis High School syn Synchro 7 - Report Page 1 W RECLeI Y or) JAN 2 7 LQ12 GTTY OF YAKIMA OLANNING CjjV HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th 5t 2015 WHI`IWW'roject Weekday AM School Peak M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraffic\Baseline\BaselineAM_Davis High School.syn Synchro 7 - Report Page 2 Lane ConriguraWns Ems- E -AT 75P KV NBT titin tlt3L 79gr - FfiW $6L SI jBf2 Sign Control Stop oT Stop r 4 Stop Volume (vph) ) Peak Hour Factor 30 1.00 155 1.00 35 1.00 155 1.00 90 1.00 85 1 00 15 1 00 45 45 100 140 75 115 35 Hourly Flow rate (vph) 30 155 35 155 90 85 15 45 1.00 140 1.00 75 100 115 1 00 35 Volume Total (vph) 220 245 85 60 140 225 Volume Left (vph) 30 155 0 15 0 75 Volume Right (vph) 35 0 85 0 140 35 Hadj (s) -0.03 0.19 -0.53 0.16 -0.67 -0.03 Departure Headway (s) 5.5 5.7 3.2 6.4 5.5 5.7 Degree Utilization, x 0.34 0.39 0.08 0.11 0.21 0.35 Capacity (veh/h) 603 591 1121 519 593 586 Control Delay (s) 11.2 12.2 6.5 8.9 8.8 11.7 Approach Delay (s) 11.2 10.7 8.8 11.7 Approach LOS B B A B F otY 10.7 HCM Level of Service B Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15 M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraffic\Baseline\BaselineAM_Davis High School.syn Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis None TWLTL A.C. Davis High School 4: W Walnut St & S 6th St 120 35 70 Volume Left 2015 Without -Project Weekday AM School Peak 0 2 0 0 0 15 Volume Right 0 f�rar+leal £BL ES -1 EM 7V,6i Wr iffit- X81 ` Nm T� Lane Conf aurabons 1700 pX, platoon unblocked 1700 1700 491 450 4. Volume (veh/h) 20 330 5 155 300 20 0 15 20 15 25 30 Sign Control 1020 Free 180 Free 6 Stop Stop Grade 00 0% 621 0% vC2, stage 2 cont vol 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1 00 100 1.00 1.00 1.00 1.00 1 00 Hourly flow rate (vph) 20 330 5 155 300 20 0 15 20 15 25 30 Pedestrians 41 19 65 1 7.5 6.5 1 Lane Width (ft) 1.00 12.0 6.5 12.0 099 6.5 12.0 Walking Speed (ft/s) IF (s) 4.0 2.2 4.0 4.0 3.3 4.0 Percent Blockage 3.3 2 98 0 100 96 0 Right tum flare (veh) Median lype None TWLTL 155 200 120 35 70 Volume Left Median storage veh) 0 2 0 0 0 15 Volume Right 0 Upstream signal (ft) 0 395 20 20 30 cSH 1220 1700 pX, platoon unblocked 1700 1700 491 450 Volume to Capacity 0.02 020 0.13 vC, conflicting volume 321 335 894 1004 334 1020 996 180 vC1, stage 1 cont vol 6 14 372 372 00 621 621 0.0 vC2, stage 2 cont vol 14.5 Lane LOS 522 631 A 398 375 B vCu, unblocked vol 321 335 894 1004 334 1020 996 180 tC, single (s) 4.2 41 7.5 65 6.9 7.5 6.5 6.9 tC, 2 stage (s) 1.00 3.1 6.5 5.5 099 6.5 5.5 100 IF (s) 22 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 87 100 96 97 95 93 96 cM capacity (veh1h) 1220 1221 348 364 668 312 353 824 Vokima Total 20 335 155 200 120 35 70 Volume Left 20 0 155 0 0 0 15 Volume Right 0 5 0 0 20 20 30 cSH 1220 1700 1221 1700 1700 491 450 Volume to Capacity 0.02 020 0.13 0.12 0.07 0.07 0.16 Queue Length 95th (ft) 1 0 11 0 0 6 14 Control Delay (s) 8.0 00 8.4 00 0.0 12.9 14.5 Lane LOS A A 5.0 B B Approach Delay (s) 0.5 1.00 27 1.00 12.9 14.5 Approach LOS 0.95 1.00 0.95 B B Average De* 1.00 3.1 1.00 099 Interse0on rapacity Utilization 100 48.6% ICU Leel of Service A Analysis Period (min) 1.00 15 1.00 1.00 1.00 M:111\11098 AC Davis High SchoollAnalysislTraffic OperationslSynchro_SimTraffic0aselinelBaselineAM_Davis High School syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St & S 5th Ave 2015 Wdhout-Project Weekday AM School Peak --.N I- - k4\ t r ti l 41 I,10'Rmy"' __ _ _ _ - - EP1 2 y RTI, Y, Lane �Vfrpuratons ��r 'I �i► rE ��► t% Volume(vph) 95 365 60 195 410 95 30 325 280 130 300 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 40 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lane U51 Factor 1.00 095 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1,00 1.00 1.00 1.00 1.00 099 1.00 100 Flpb, ped/bikes 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 I'd 1.00 098 1.00 0.97 1.00 093 1.00 0.96 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 100 Satd Flow (prat) 1786 3484 1731 3363 1769 3272 1787 3418 Flt Permitted 0.47 1.00 0.34 1.00 0.51 1.00 0.23 1.00 Satd Flow (Win) 877 3484 615 3363 952 3272 430 3418 Peak -hour factor, PHF 1.00 1.00 100 1.00 1.00 1.00 1,00 1.00 1.00 100 1.00 100 Adj. Flow (vph) 95 365 60 195 410 95 30 325 280 130 300 110 RTOR Reduction (vph) 0 12 0 0 19 0 0 150 0 0 36 0 Lane Group Flow (vph) 95 413 0 195 486 0 30 455 0 130 374 0 Cordl. Peds. (##hr) 4 18 18 4 2 2 2 2 HeayyVehicles M 1% 1% 1% 4% 4% 41Y. 2% 2% 2% 1% I% 1% Tum Type pm+pt pm+pt pm+pl pm+pt Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 20.4 15.1 28.5 19.2 16.3 170 281 22.8 Effective Green, g (s) 20.4 15.1 28.5 19.2 18.3 17.0 28.1 22.8 Actuated g/C Ratio 0.31 023 0.43 0.29 0.27 0.26 0.42 0.34 Clearance Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Vehicle Extension (s) 20 2.5 2.0 25 2.0 25 2.0 2.5 Lane Grp Cap (vph) 341 790 421 970 278 835 326 1170 v/s Ratio Prot 0.02 0.12 c0.07 c014 0.00 c0.14 c0.04 0.11 v/s Ratio Penn 0.06 0.13 0.03 0.13 v/c Ratio 0.28 0.52 0.46 0.50 0.11 0.55 0.40 0.32 Uniform Delay, dl 16.9 22.6 12.7 19.7 17.8 21.5 12.8 16.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.5 0.3 0.3 0.1 0.6 0.3 0.1 Delay (s) 17.1 23.1 13.0 20.0 179 22.0 13.1 16.3 Level of Service B C B C B C B B Approach Delay (s) 22.0 18.0 21.8 155 Approach LOS C B C B Irdetsec'Yoa8irllarary -- - - - -- HCM Average Control Delay 19.3 HCM Level of Service B HCM Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 66.6 Sum of lost time (s) 13.0 Intersection Capacity Utilizatior 657% ICU Level of Servce C Analysis Period (min) 15 c Critical Lane Group MM 1111098 AC Davis High SdhooMnalysiffraf is OperabonslSynchro_SimTrafficlBaselinelBaselineAM_Davis High School syn Synchrc 7 - Report Page 4 HCM Unsignalizeo intersection Capacity Analysis A.C. Davis High School 8: W Spruce St & S 5th Ave 2015 Nr Prpject Weekday AM School Peak MM 1\11098 AC Davis High SchooPAnalysis\Trafflc Operations\Synchro-SimTraffic\Baseline0aselineAM-Davis High School.syn Synchro 7 - Report Page 5 u d z d HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2015 Wft#-Proleet Weekday AM School Peak -00 - "ll, r 4-- 4- *\ t /I ` l 1 WMMK &M"1 - ` ET5F .7a -Hty - fm SN6 w. Lane CAMiglp Oons f Lane Configu at a issamor- 41 � 44 R l Stop 10 11 rll" -W Volume (veh/h) Sign Control 5 0 Stop 50 0 5 5 35 610 35 45 425 95 75 1.00 10 1.00 0% Hourly flow rate (vph) 0 0 S% F 0 70 0 55 5 150 Free 10 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 100 1 00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 0 50 0 5 5 85 610 35 45 425 95 Pedestrians 10 3 Volume Right (vph) 0 55 2 0 Lane Width (ft) 12.0 He) is) 0.00 -0.13 0.20 0.04 12.0 Walking Speed (fUs) Departure Headway (s) 4.0 44 4.5 4.6 4.0 Percent Blockage Degree Utilkabon. r 0.01 018 0 0.06 0 Right turn flare (veh) 695 757 768 741 Controlway(s) 7.8 Median type Median storage veh) 9.4 7.9 None Approach Delay (s) 7.8 None 94 Upstream signal (ft) Approach LOS 962 A A 472 pX, platoon unblocked vC, conflicting volume 1047 1380 260 1153 1410 328 520 648 vC1, stage 1 cont vol HCM Level of Service A Intersection Capacity Utilization vC2, stage 2 conf vol 35.5% ICU Level of Service A Analysis Period (min) 15 vCu, unblocked vol 1047 1380 260 1153 1410 328 520 648 tC, single (s) 7.5 6.5 6.9 7.6 66 7.0 41 4,1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2,2 p0 queue free % 97 100 93 100 96 99 92 95 cM capacity (veh/h) 160 127 745 123 115 651 1049 938 Volume Total 55 10 85 407 238 45 283 237 Volume Left 5 0 85 0 0 45 0 0 Volume Right 50 5 0 0 35 0 0 95 cSH 559 195 1049 1700 1700 938 1700 1700 Volume to Capacity 0.10 0.05 0.08 0.24 0.14 0.05 0.17 0.14 Queue Length 95th (fl) 8 4 7 0 0 4 0 0 Control Delay (s) 12.1 24.5 8.7 0.0 0.0 9.0 0.0 0.0 Lane LOS B C A A Approach Delay (s) 12.1 24.5 1.0 0.7 Approach LOS B C IflreNaeE�Ia $umrrr7ri - '.. .. �.- 3 Average Delay 1,5 Intersection Capacity Utilization 392% ICU Level of Service A Analysis Period (min) 15 MM 1\11098 AC Davis High SchooPAnalysis\Trafflc Operations\Synchro-SimTraffic\Baseline0aselineAM-Davis High School.syn Synchro 7 - Report Page 5 u d z d HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2015 Wft#-Proleet Weekday AM School Peak RECEi VED JAN 2 7 OTY OF YAK/ PLANNING DIV A MM 1\11098 AC Davis High SchoolWnatysislTrafc Operations\Synchro_SimTrafflc\Baseline\BaselineAM-Davis High School.syn Synchro 7 - Report Page 6 -00 - "ll, r 4-- 4- *\ t /I ` l 1 WMMK i ` ET5F .7a -Hty - fm SN6 w. Lane CAMiglp Oons 44 Sign Control Volume (vph) 0 Stop 10 0 70 Stop 20 Stop stop Peak Hour Factor 100 1.00 100 100 1.00 55 5 100 1.00 150 1.00 75 1.00 10 1.00 40 0 1.00 1,00 Hourly flow rate (vph) 0 10 0 70 20 55 5 150 75 10 40 0 VORM Total (vph) 10 ;45 230 50 Wfume Left (vph) 0 70 5 10 Volume Right (vph) 0 55 75 0 He) is) 0.00 -0.13 0.20 0.04 Departure Headway (s) 4.7 44 4.5 4.6 Degree Utilkabon. r 0.01 018 0.29 0.06 Capacty(velvh) 695 757 768 741 Controlway(s) 7.8 8.4 9.4 7.9 Approach Delay (s) 7.8 8.4 94 7.9 Approach LOS A A A A Delay 8.8 HCM Level of Service A Intersection Capacity Utilization 35.5% ICU Level of Service A Analysis Period (min) 15 RECEi VED JAN 2 7 OTY OF YAK/ PLANNING DIV A MM 1\11098 AC Davis High SchoolWnatysislTrafc Operations\Synchro_SimTrafflc\Baseline\BaselineAM-Davis High School.syn Synchro 7 - Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2015 Without -Project Weekday AM School Peak k ti 1 - - - --ice - , , 10 0 Lane CoOqurat*ns Volume Right 4 A 15 Y 1403 Volume (vehm) 10 90 155 15 10 15 Sign Control 0 Free Free 0.8 Stop 9.7 Grade A 0% 0% Approach Delay (s) 0% 0.0 Peak Hour Factor 100 1.00 1.00 1.00 1.00 1.00 Hourly flow rat: (vph) 10 90 155 15 10 15 Pedestrians 0% 3 0% 7 Lane Width (ft) 12.0 Peak Hour Factor 12.0 1.00 Walking Speed (Itls) 1.00 1.00 4.0 100 4.0 1 00 Percent Blockage 1.00 1 00 Hourly flow rate (vph) 0 10 1 10 Right tum flare (veh) 15 150 655 25 15 390 80 Median type None None 4 Median storage veh) 1 Lane Width (ft) Upstream signal (ft) 12.0 12.0 pX, platoon unblocked Walking Speed (ft/s) 4.0 vC, conflicting volume 177 4.0 282 170 vC1, stage 1 cont vol Percent Blockage 0 0 vC2, stage 2 cord vol 0 Right turn flare (veh) vCu, unblocked vol 177 282 170 tC, single (a) 4.1 Median type 6.4 6.2 tC, 2 stage (s) None IF (s) 2.2 Median storage veh) 3.5 3.3 p0 queue free % 99 99 98 cM capacity (veh,'h) 1403 701 875 Volume Total 100 170 25 Volume Left 10 0 10 Volume Right 0 15 15 GSH 1403 1700 796 Volume to Capacity 0.01 0.10 C.03 Queue Length 95th (ft) 1 0 2 Control Delay (s) 0.8 0.0 9.7 Lane LOS A 15 A Approach Delay (s) 0.8 0.0 9.7 Approach LOS Stop A Average Delay 1.1 Intersection Capacity Utilization 231% ICU Level of Service A Analysis Period (min) 15 MM 1\11098 AC Davis High SchoollAnalysislTraffic OperabonslSynchro_SimTraffic\BaselinelBaselineAM_Davis High School.syn Synchro 7 - Report Page 7 DOC. INDEX # I-1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2015 Without -Project Weekday AM School Peak �, 1 ! t 1 t P`♦ 1 Mov t E6t "E (7 AF31 'V _ _'" B t Pli 2. - M ' Sri _ Lane Configurations 4� 41. Volume (veh1h) 45 10 60 10 10 15 150 555 25 15 390 80 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 100 1.00 1.00 1.00 1.00 1.00 100 1.00 1 00 1.00 1.00 1 00 Hourly flow rate (vph) 45 10 60 10 10 15 150 655 25 15 390 80 Pedestrians 5 4 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4-0 4.0 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream s gnat (ft) 480 954 - vx, tAetagr undodced ' 'yC,con�kigngvntwne 1112 1449 241 1262 1476 344 475 684 VCY, stege 1 cant vol vC2, stage 2 cont vol vCu, unblocked vol 1112 1449 241 1262 1476 344 475 684 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 22 22 p0,ggeue free % 66 91 92 90 91 98 86 98 PM capacity (vehm) 132 111 762 97 107 656 1079 909 Volume ToW 115 35 478 352 210 275 Volume Left 45 10 150 0 15 C Volume Right 60 15 0 25 0 8C cSH 225 159 1079 1700 909 1700 Volume to Capacity 0.51 0.22 0.14 0.21 0.02 0.1E Queue Length 95th (ft) 66 20 12 0 1 C Control Delay (s) 36.5 33.9 3.8 0.0 0.8 00 Lane LOS E D A A Approach Delay (s) 36.5 33.9 2.2 0.3 Approach LOS E D Average Delay 5.0 Intersection Capacity Utilization 57.4% ICU Level of Service Analysis Period (min) 15 M:111111098 AC Davis High SctioolWnalysistTraffic OperationslSynchro_SimTraffid BaselinelBaselineAM_Davis High School syn Synchro 7 - Report Page 8 EE9 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 15: W Tieton Dr & S 11th Ave 2015 Without -Project Weekday AM School Peak l -. t ` 1 Lane Configurations 14 (f Volume (vph) 180 95 480 50 60 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 50 50 50 5.0 5.0 Lane Util Factor 75 095 0.95 1.00 1.00 Frpb, pad/bikes Free 1.00 1.00 1.00 0.99 Flpb, ped/bikes Stop 1.00 100 1.00 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 0.95 1.00 Satd. Flow (prot) 1.00 3440 3481 1770 1562 Flt Permitted 1 00 0.76 1.00 095 1.00 Said Rim1penn) 625 2636 3481 1770 T562 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 180 865 480 50 60 115 RTOR Reduction (vph) 0 0 7 0 0 101 Lane Group Flow (vph) 0 1045 523 0 60 14 Confl. Peds. (#fir) 4 12.0 4 6 2 yeavyVehictes (%) 4% 4% 2% 2% 2% 2% Tum Type prrrrpt 4,0 Penn -�-� Protected Phases 7 4 8 2 Permitted Phases 4 1 2 Actuated Green, G (s) 31.0 31.0 5.8 5.8 Effective Green, g (s) 31.0 31.0 5.8 5.8 Actuated g/C Ratio 066 066 0.12 0.12 Clearance Time (s) 50 50 5.0 5.0 Vehicle Extensions 3.5 3.5 2.5 2.5 Lane Grp Cap (vph) Median storage veh) 1746 2306 219 194 v/s Ratio Prot 0.15 c0.03 v/s Ratio Perm c0.40 001 v/c Ratio 812 0.60 0.23 0.27 007 Uniform Delay, d1 4.4 31 18.6 18.1 Progression Factor 1.00 100 1.00 1.00 Incremental Delay, d2 0.6 0.1 0.5 0.1 Delay (s) 5.0 32 19.1 182 Level of Service 324 A A B B Approach Delay (s) 5.0 32 18.5 Approach LOS A A B Gd -4-01911 SUMMA3fg -- - HCM Average Control Delay 5.8 HCM Level of Service A HCM Volume to Capacity ratio vCu, unblocked vol 0.55 Actuated Cycle Length (s) 46.8 Sum of lost time (s) 10.0 Intersection Capacity Utilization 1403 219 61.3% ICU Level of Service B Analysis Period (min) 41 15 7.5 c Critical Lane Group 6.9 75 6.5 6.9 tC, 2 stage (s) M:\11\11098 AC Daws High School\Analysis\Traffic Operafions\Synchro_SimTraffic\BaselinelBaselineAM_Davis High School syn Synchro 7 - Report Page 9 d 0 n z d tIE4EIVEF0 1�� Cffy OF KIM PLANNING OIV A HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 16: W Tieton Dr & S 7th St 2015 Without -Project Weekday AM School Peak -0- 1 ! 4: y t P N► 4 1 '-M'r NO -Na fy, -m C 597 M Lane CorAguraeons Volume (vehfi) 180 625 0 5 380 50 10 15 10 10 10 75 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1,00 1.00 1.00 1 00 1.00 1 00 1.00 100 1.00 Hourly flow rate (vph) 180 625 0 5 380 50 10 15 10 10 10 75 Pedestrians 3 10 2 1 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (fHs) 4,0 4,0 4.0 4.0 Percent Blockage 0 1 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (tt) 812 pX, platoon unblocked vC, conflicting volume 431 627 1270 1428 324 1116 1403 219 vC1, stage 1 conf vol vC2, stage 2 cord vol vCu, unblocked vol 431 627 1270 1428 324 1116 1403 219 tC, single (s) 4.2 41 7.5 65 6.9 75 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 84 99 89 87 99 92 91 90 cM capacity(veh/h) 1110 963 93 113 670 126 117 789 Volume Total 492 812 195 240 35 95 Volume Left 180 0 5 0 10 10 Volume Right 0 0 0 50 10 75 cSH 1110 1700 963 1700 138 366 Volume to Capacity 016 018 0.01 0.14 0.25 026 Queue Length 95th (ft) 14 0 0 0 24 26 Control Delay (s) 4.4 00 0.3 0.0 39.9 18.2 Lane LOS A A E C Approach Delay (s) 2.7 0.1 39.9 18.2 Approach LOS E C olT�tridrr.S-amni35 ' Average Delay 3.9 Intersection Capacity Utilization 51 9% ICU Level of Service A Analysis Period (min) 15 M:\11\11098 AC Daws High School\Analysis\Traffic Operations\Synchro_SimTraffic\Baseline\BaselineAM_Davis High School.syn Synchro 7 - Report Page 10 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17: W Tieton Dr & S 5th Ave 2015 Without-Project Weekday AM School Peak t ` l 41 Mc•emenl EBL EBT '1 Lane Configurations .� jy T� - } If Volume (vph) 435 75 430 0 15 5 160 390 10 20 185 220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost fine (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 50 5.0 Lane Ulil. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 098 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Fri 1.00 1.00 0.85 0.96 1.00 1.00 1.00 100 0.85 Flt Protected 0.95 0.97 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Said Flow (prct) 1665 1692 1568 1829 1796 3596 1787 1881 1569 Flt Permitted 0.95 0.97 1.00 1.00 0.64 1.00 0.52 1.00 1.00 Satd. Flow (perm) 1665 1692 1588 1829 1211 3596 911 1681 1569 Peak-hour factor, PHF 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Flow (vph) 435 75 130 0 15 5 160 390 10 20 185 220 RTOR Reduction (vph) 0 0 69 0 5 0 0 2 0 0 0 147 Lane Group Flow (vph) 252 258 61 0 15 0 160 398 0 20 185 73 Confl. Peds. (#fhr) 11 11 Heavy Vehicles(°)6) 3% 33A 3% 0% 0% 0% 0% 0% 0% 1% 1% I% Turn Type Split Perm Sol Penn Perm Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Green, G (s) 12.7 127 12.7 0.7 14.1 14.1 14.1 14.1 141 Effective Greer, g (s) 12.7 12.7 12.7 0.7 141 14.1 14.1 14.1 14.1 Actuated g/C Ratio 0.30 0.30 0.30 0.02 0.33 0.33 033 0.33 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extemion (s) 2.0 20 20 2.0 20 20 20 2.0 2.0 Lane Grp Cap (vph) 498 506 469 30 402 1193 322 624 $21 v/s Ratio Prot 015 c015 c0.01 011 010 v/s Ratio Perm 0.04 c0.13 0.02 0.05 v/c Ratio 0.51 0.51 0.13 0.50 0.40 0.33 0.06 0.30 0.14 Uniform Delay, dl 12.3 12.3 10.9 20.7 10.9 10.7 9.7 10.5 10.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental De+ay, d2 0.3 0.3 0.0 4.8 0.2 0.1 0.0 0.1 0.0 Delay (s) 12.6 12.6 10.9 25.5 11.2 10.7 9.7 10.6 10.0 Level of Service B B B C B B A B A Approach Delay (s) 12.3 25.5 10.9 10.3 Approach LOS B C B B NCM Average Control Delay 11.4 HCM Level of Serwce B HCM Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 42.5 Sum of lost time (s) 150 Intersection Capacity Utilization 54 94. ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group M:111111098 AC Davis High SchoollAnalysiMTraffic OperationslSynchro_SimTrafriclBaselinelBaselineAM_Davis High School syn Synchro 7- Report Page 11 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 1: W Yakima Ave & Summitview Ave 2015 Wdhout-Project Weekday PM School Peak Lane Configurations V1 +f► c if 4 P ~ (+ 44 ` Lu iZ Stop Volume (vph) 15 365 25 75 445 345 30 165 50 280 115 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 185 5.0 5.0 140 75 10 4.0 160 4.0 4.0 Lane Lit. Factor 1.00 0.95 !!r3 c 1.00 0.95 --- 1.00 245 0.97 1.00 105 Frpb, ped/bikes 100 1.00 1.00 0.99 30 75 0.99 10 1.00 1.00 Flpb, ped(bikes 1.00 1.00 30 0.99 1.00 0 160 1.00 1.00 1.00 Hazy (s) Frt 100 0.99 0.08 1.00 0.93 0.97 Departure Headway (s) 1.00 0.99 3.2 Flt Protected 0.95 1.00 0.95 1.00 Oegree Ulitization, x 0.37 0.99 0.07 0.95 1.00 0.25 Said. Flow (prot) 1731 3430 Capadty(vem) 1773 3297 1121 546 1815 571 3467 1867 Flt Permitted 029 1.00 6.4 0.52 1.00 10.7 0.99 0.95 1.00 10.1 Said- Flow (wm) 529 3450 10.7 969 3297 Approach LOS 1815 B 3467 1857 Peak -hour facim PHF 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 100 1.00 1.00 1.00 Adj. Flow (vph) 15 365 25 75 445 345 30 165 50 280 115 5 RTOR Reduction (vph) 0 5 0 0 127 0 0 12 0 0 3 0 Lane Group Flow (vph) 15 385 0 75 663 0 0 233 0 280 117 0 Confl. Peds. (#/hr) 5 7 7 5 16 38 38 16 Heavy yehdes(1%) 4% 4;v 4% 1% 1% 1% 0% 0% 0% 1% 1% 1% Tum Type Perm Perm Split son Protected Phases 4 4 6 6 2 2 Permitted Phases 4 4 Actuated Green, G (s) 399 39.9 39.9 39.9 15.1 12.0 12.0 Effective Green, g (s) 39.9 399 39.9 39.9 15.1 12.0 12.0 Actuated g/C Ratio 050 0.50 0.50 0.50 0.19 0.15 0.15 Clearance Time (s) 50 5.0 5.0 5.0 4.0 4.0 4.0 Vehicle Extermon (s) 2.0 2.0 2.0 20 2.0 2.0 2.0 Lane Grp Cap (vph) 264 1711 483 1644 343 520 28.7 _ v/s Ratio Prot 0.11 c0.20 c013 c0.08 0.06 v/s Ratio Perm 0.03 0.08 v/c Ratio 0.06 0.23 0.16 040 0.68 0.54 0.42 Uniform Delay, dl 10.3 11.3 10.9 126 30.2 31.4 30.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 0.7 0.7 4.2 0.5 0.4 Delay (s) 10.8 11.6 11.6 13.3 34.4 32.0 31.2 Level of Service B B B B C C C Approach Delay (s) 11.6 13.2 34.4 31.7 Approach LOS B B C C HCM Average Control Delay 19.4 HCM Level of Service B HCM Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 13.0 Intersection Capacity Ublizaton 79.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High SchooKAnalysis\Trafflc Operations\Synchro_SimTraffic\Baseline\BaselinePM_Davis High School syn Synchro 7 - Report Page 1 c RECEIVED 4 P ~ (+ 44 ` Lu iZ Stop CITY OF YAKIMA Stop PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2015 Without -Project Weekday PM School Peak NM phi7 'M SSL - SBi SBF. Lane Configuratior>.s 44+ 4 P 4 (+ 44 Sign Control Stop Stop Stop Stop Volume (vph) 30 185 30 75 140 75 10 95 160 70 60 30 Peak Hour Factor 1.00 1.00 1 00 1 00 1.00 1 00 1 00 1.00 1.00 1 00 1.00 1 00 Hourly flow rate (vph) 30 185 30 75 140 75 10 95 160 70 60 30 !!r3 c SE 7 --- Volume NO (vph) 245 215 75 105 160 160 Volume Left fvph1 30 75 0 10 0 70 Volume Rt fit (vph) 30 0 75 0 160 30 Hazy (s) -0,01 0.14 -0.53 0.08 -0.67 -0.02 Departure Headway (s) 5.4 5.6 3.2 6.1 5.4 5.7 Oegree Ulitization, x 0.37 0.33 0.07 0.18 0.24 0.25 Capadty(vem) 618 595 1121 546 618 571 I;onlrol Delay (s) 11.5 11.4 6.4 9.3 8.9 10.7 Approach OeW (s) 11.5 10.1 9.0 10.7 Approach LOS B B A B Delay HCM Level of Service B Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period (min) 15 M:\11\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTral6clBaseline\BaselinePM_Davis High School.syn Synchm 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 4: W Walnut St & S 6th St 2015 Without -Project Weekday PM School Peak � , 7 'r ~ t '1 t r ` j,- -41.r fx*ia - --- - W "057 Ew. ML WBT- up flat-- "ST A9ii'3� � 3`BR Lane Configiuracns +i t4 ?S+ ti $, Volume (rtltrh) 25 405 10 50 245 60 20 15 30 70 15 15 Sign Control 1900 Free 1900 1900 Free 1900 1900 Stop 1900 1900 Stop 1900 Grade 4.0 01/6 4.0 0% 4.0 0% 4.0 0% Peak Hour Factor 1 00 1.00 1.00 1,00 1.00 1 00 1 00 1.00 1 00 1 00 1.00 1.00 Hourly Flow rats (vph) 25 405 10 50 245 60 20 15 30 70 15 15 Pedestrians 1.00 38 0.99 2 1.00 7 1.00 3 Lane Width (ft) 1.00 12.0 1.00 12.0 1.00 12.0 1.00 12.0 Walking Speed (ft/s) 0.95 4.0 0.95 4.0 0.95 4.0 0.95 4.0 Percent Blockage 1785 3 1719 0 1762 1 1786 0 Right tum flare (veh) 0.50 1.00 0.29 1,00 0.52 1.00 0.20 1.00 Median type 942 None 525 TWLTL 962 3290 380 3494 Median storage veh) 1.00 1.00 1.00 1-00 2 100 1.00 1.00 1.00 110 1.00 1.00 Upstream signal (ft) 95 390 105 225 395 145 40 405 270 95 345 50 pX, platoon unblocked 0 20 0 0 59 0 0 106 0 0 11 0 vC, conflicting volume 308 475 0 422 371 0 750 875 419 872 850 194 vC1, stage 1 conf vol 5 89 89 5 467 467 15 378 378 15 vC2, stage 2 cont vol 1% 1% 1% 4% 4% 4% 283 408 2% 494 472 1% vCu, unblocked vol 308 422 prmpt 750 875 419 872 850 194 tC, single (s) 4.2 3 4.1 1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 8 6 6.5 5.5 2 6.5 5.5 Actuated Green, G (s) tF (s) 2.2 32.7 2.2 227 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 32.7 96 227 96 97 95 82 97 98 cM capacity (veh/h) 1232 0.44 1127 0.31 453 445 584 383 438 794 Volume Total 25 415 50 163 142 65 100 4.0 50 Vehicle Extension (s) Volume Left 25 0 50 0 0 20 70 2.0 Z5 Lane Grp Cap (vph) Volume Right 0 10 0 0 60 30 15 278 1174 v/s Raba Prot cSH 1232 1700 1127 1700 1700 503 424 00.03 0.11 vls Ratio Penn Volume to Capacity 0.02 0.24 0.04 0.10 0.08 0.13 0.24 0.11 v/c Ratio Queue Length 95th (ft) 2 0 3 0 0 11 23 0.34 033 Uniform Delay, d1 Control Delay (s) 8.0 0.0 8.3 0.0 0.0 13.2 16.1 14.2 18.2 Progression Factor Lane LOS A A 1.00 B C 1.00 1.00 Incremental Delay, d2 Approach Delay (s) 0.5 1.2 0.1 13.2 16.1 0.3 0.1 Delay (s) Approach LOS 25.3 14.6 18.8 B C 14.5 18.3 Level of Service f4li4eeponSunrilaoir .. - - - -- B - -- --- - - --- - -- - - - - -- - -- -- Average Delay 24.2 32 17.3 237 17.6 Approach LOS Intersection � a:,acily Utilization C 48.2% ICU Level of Service A B Analysis Period (min) NCM Average ConW Delay 15 20.9 HCM Level of Swvke C HCM Volume to Capacity MM lkl1098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTraffic\BaselinelBaselinePM_Davis High School syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St & S 5th Ave 2015 Without -Project Weekday PM School Peak M:\11\11098 AC Davis High SchoolkAnalysis\Traffic Operations\Synchro SimTraffic\BaselinelBaselinePM_Davis High School.syn Synchro 7 - Report Page 4 :SBP 'IBt --w -W, -M ''97 W. LaneConiRurafitft +i +I. ?S+ ti ?i. Volume (vph) 95 390 105 225 285 '45 40 405 270 95 345 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, pad/bikes 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Fit 1.00 0.97 1.00 0.95 1.00 094 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Said. Flow (prat) 1785 3384 1719 3277 1762 3290 1786 3494 Flt Permitted 0.50 1.00 0.29 1,00 0.52 1.00 0.20 1.00 Sald. Flow (perm) 942 3384 525 3277 962 3290 380 3494 Peak-hourfactor-PHF 1.00 1.00 1.00 1-00 1.00 100 1.00 1.00 1.00 110 1.00 1.00 Adj. Flow (vph) 95 390 105 225 285 145 40 405 270 95 345 50 RTOR Reduction (vph) 0 20 0 0 59 0 0 106 0 0 11 0 Lane Group Flow (vph) 95 475 0 225 371 0 40 569 0 95 384 0 Confl Peds. (Nhr) 5 89 89 5 15 15 15 15 Heavy Vehicles(96) 1% 1% 1% 4% 4% 4% 2% 2% 2% 1% 1% 1% Turn Type M-0 prn+pl prmpt P"t Prorecled Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 22.4 17.9 32.7 242 227 206 30.8 24.7 Effective Green, g (s) 22.4 17.9 32.7 24.2 227 20.6 308 24.7 Actuated g/C Ratio 0.30 024 0.44 0.33 0.31 0.28 0.42 034 Clearance Time (s) 40 5.0 4.0 5.0 4,0 5.0 4.0 50 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 2.5 2.0 Z5 Lane Grp Cap (vph) 339 824 409 1079 320 922 278 1174 v/s Raba Prot 0.02 0.14 00.08 0.11 0.00 0017 00.03 0.11 vls Ratio Penn 0.07 00.16 0.04 0.11 v/c Ratio 0.28 0.58 0.55 0.34 0.12 062 0.34 033 Uniform Delay, d1 18.8 24.5 13.7 18.6 18.0 23.0 14.2 18.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 Incremental Delay, d2 0.2 0.8 0.9 0.1 0.1 1.1 0.3 0.1 Delay (s) 18.9 25.3 14.6 18.8 16.0 24.1 14.5 18.3 Level of Service B C B B B C B B Approach Delay (s) 24.2 17.3 237 17.6 Approach LOS C B C B NCM Average ConW Delay 20.9 HCM Level of Swvke C HCM Volume to Capacity 0.53 Actuated Cycle Length (s) 73.5 Sum of lost time (s) 13.0 Intersection Capacity Utilization 70,6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Croup M:\11\11098 AC Davis High SchoolkAnalysis\Traffic Operations\Synchro SimTraffic\BaselinelBaselinePM_Davis High School.syn Synchro 7 - Report Page 4 HCM Unsignalized intersection Capacity Analysis 10 100 10 4 Stop 15 1.00 15 5 100 5 A.C. Davis High School 8: W Spruce St & S 5th Ave 41 Stop 75 1.00 75 10 100 10 40 Stop 30 60 10 1-00 1.00 100 30 60 10 VclumeTotWs(vph) 30 2015 Without -Project Weekday PM School Peak 90 100 Volume Left (vph) 10 10 5 30 of , enl F3 t81 t'r'y WK IW7 91w,` ti& Nn !i&? Se3! £e i S5i•= LaneConfgurarers -0.03 41 0.34 0.00 41 1 TA Departure Headway (s) R ,P1„ Volume (vehlh) 0 0 0 25 0 95 5 555 35 50 625 0 Sign Control Stop Capacity(veh/h) 787 Stop 774 843 Free Free Grade 7.5 0% 8.1 7.7 0% 0% Approach Delay (s) 7.5 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 0 0 25 0 95 5 555 35 50 625 0 Pedestrians 10 A 6 1 Intersection Capacity Utilization 4 Lane Width (ft) ICU Level of Service 12.0 A 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 1 1 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 962 472 pX, platoon unblocked 099 0.99 0.99 0.99 099 0.99 vC, conflicting volume 1122 1341 324 1002 1324 305 635 596 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 1109 1330 306 989 1312 305 619 596 tC, single (s) 7.5 6.5 6.9 7.6 66 7.0 41 41 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2 p0 queue free % 100 100 100 86 100 86 99 95 cM capacity (vehm) 133 144 685 182 140 671 950 978 Volume TOW 0 120 5 370 220 50 417 208 Volume Left 0 25 5 0 0 50 0 0 Volume Right 0 95 0 0 35 0 0 0 GSH 1700 430 950 1700 1700 978 1700 1700 Volume to Capacity 0.00 0.28 0.01 0.22 0.13 0.05 0.25 0.12 Queue Length 95th (ft) 0 28 0 0 0 4 0 0 Control Delay (s) 0.0 16.6 8.8 0.0 OA 8.9 0.0 0.0 Lane LOS A C A A Approach Delay (s) 0-0 16.6 0.1 0.7 Approach LOS A C Average Delay 1:13 Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15 MM 1\11098 AC Davis High SchoollAnalysis\Traffic Operations\Synchro_SimTraffic\Baseline\BaselinePM_Davis High School syn Synchro 7 - Report Page 5 RSCS, JAN 27)�, 12 CfTY OF YAKIMA A ANNIWG DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2015 Without -Project Weekday PM School Peak --4 14�, t 4\ t*\. l 1 Lane Configurations Sign Control Volume (vph) Peak Hour Factor Hourly flow rate (vph) 10 100 10 4 Stop 15 1.00 15 5 100 5 10 100 10 4 Stop 25 10 5 1.00 1.00 1.00 25 10 5 41 Stop 75 1.00 75 10 100 10 40 Stop 30 60 10 1-00 1.00 100 30 60 10 VclumeTotWs(vph) 30 45 90 100 Volume Left (vph) 10 10 5 30 Volume Right (vph) 5 10 10 10 Hadj (s) -0.03 -0.09 0.34 0.00 Departure Headway (s) 4.4 4.3 4.5 4.2 Degree Utilization, x 0.04 0.05 0.11 0.12 Capacity(veh/h) 787 801 774 843 Control Delay (s) 7.5 7.5 8.1 7.7 Approach Delay (s) 7.5 7.5 8.1 7.7 Approach LOS A A A A Hatay 78 HCM Level of Service A Intersection Capacity Utilization 241% ICU Level of Service A Analysis Period (min) 15 M:\11\11098 AC Davis High SchoohAnalysiffralfic Operafions\Synchro_SimTraffic0aseline\BaselinePM_Davis High School.syn Synchro 7 - Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2015 Without -Project Weekday PM School Peak s -, - k ` 1 Lane Configurations 4 T � Volume (veh/h) 5 95 50 10 20 10 Sign Control Free Free Stop Grade 00% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 95 50 10 20 10 Pedestrians 10 0.0 3 Lane Width (ft) 12.0 163 12.0 Walking Speed (ft/s) 4.0 6.4 4.0 Percent Blockage 1 0% 0 Right tum flare (veh) Median type None None 60 30 Median storage veh) 5 0 20 Upstream signal (ft) 0 10 10 pX, platoon unblocked 1549 1700 876 VC, conflicting volume 63 163 68 vC1, stage 1 cont vol 0 0 3 vC2, stage 2 conf vol 0.4 0.0 9.3 vCu, unblocked vol 63 163 68 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) 0% A IF (s) 2.2 3.5 3.3 p0 queue free % 100 98 99 cM capacity (vehm) 1549 828 990 Volume Total 100 60 30 Volume Left 5 0 20 Volume Right 0 10 10 cSH 1549 1700 876 Volume to Capacity 0.00 0.04 0.03 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.4 0.0 9.3 Lane LOS A Free A Approach Delay (s) 0.4 0.0 9.3 Approach LOS 0% A Average Delay 0% 1.7 Intersection Cape* Utilization 100 1.00 219% ICU Level of Service A Analysis Period (min) 1.00 1.00 15 M:\11\11098 AC Davis High Schoolftalysis\Traffic Operations\Synchro_SimTrafficlBaseline\BaselinePM_Davis High School syn Synchro 7 - Report Page 7 DOC. INDEX # I-1 HCM Unsignalized Intersection Capacity Analysis A -C. Davis High School 14: W Pine St & S 5th Ave 2015 Without -Project Weekday PM School Peak s-- 1 ~ k 1 t*� 4 41 Lane Configurations Qi $i .1, 41, Volume(wAh) 70 20 80 5 10 10 35 510 10 25 630 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 100 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 70 20 80 5 10 10 35 510 10 25 630 30 Pedestrians 30 7 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (tUs) 4.0 4.0 4.0 Percent Blockage 3 1 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 480 954 pX, platoon unblocked vC, conflicting volume 1067 1322 360 1047 1332 269 690 527 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1067 1322 360 1047 1332 269 690 527 tC, single (s) 7.5 65 69 75 6.5 6.9 4.1 41 tC, 2 stage (s) IF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 54 86 87 96 93 99 96 98 cM capacity (veh/h) 151 143 626 133 141 730 878 1037 Volume Total 170 25 290 265 340 345 Volume Left 70 5 35 0 25 0 Volume Right 80 10 0 10 0 30 cSH 233 205 878 1700 1037 1700 Volume to Capacity 0.73 0.12 0.04 0.16 0.02 010 Queue Length 95th (f) 124 10 3 0 2 0 Control Delay (s) 53.4 25.0 1.5 0.0 0.9 0.0 Lane LOS F C A A Approach Delay (s) 53.4 25.0 0.8 0.4 Approach LOS F C Average Delay 7.3 Intersection Capacity Utilization 61 2% ICU Level of Service B Analysis Period (min) 15 MM 111098 AC Davis High 9chool\Analysis\Traffic OperationsVSynchro_SimTrafficOweline\BaselinePM_DaAs High School.syn Synchro 7 - Report Page 8 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 15: W Tieton Dr & S 11th Ave 2015 Wthout-Project Weekday PM School Peak ----ABL-- 40 r _- 7, Volume (veh1h) Lane Configurations 30 0 470 20 0 +f4 I Free Volume (vph) 100 580 470 30 50 200 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) Hourly flow rate (vph) 5.0 5.0 5.0 5.0 Lane UK Factor 77 0.95 0.95 1.00 1.00 Frpb, ped/bikes 120 1.00 1.00 1.00 1.00 Flpb, ped/bikes 4.0 1.00 1.00 1.00 1.00 Frt 0 1.00 0.99 1.00 0.85 Flt Protected C 0.99 1.00 0.95 1.00 Said Flow (prat) 19.1 3446 3507 1770 1583 Flt Permitted 1190 0.82 1.00 0.95 1.00 Said, Flow (perm) 4.2 2846 3507 1770 1583 Peak -hour factor. PHF 1.00 1.00 1.00 100 1,00 1.00 Adj. Flow (vph) 100 580 470 30 50 200 RTOR Reduction (vph) 0 0 4 0 0 165 Lane Group Flow (vph) 0 680 496 0 50 35 Confl. Peds (#Jhr) 94 99 90 9 84 Heavy Vehicles (%) 4% 4% 2% 2% 2% 2% Turn Type pm+pt 170 632 Perm Protected Phases 7 4 8 2 Permitted Phases 4 2 Actuated Green, G (s) 20.3 20.3 6.5 6.5 Effective Green, g (s) 20.3 20.3 6.5 6.5 Actuated g/C Ratio 0.55 0.55 0.18 0.18 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.5 3.5 2.5 2.5 Lane Grp Cap (vph) 1570 1935 313 280 vls Ratio Prot 0.14 c0.03 v/s Ratio Perm c024 0.02 vie Ratio 043 026 0-16 0.13 Uniform Delay, dl 4.9 43 12.8 12.8 Progression Factor 100 1.00 1.00 1.00 Incremental Delay, d2 0.2 01 0.2 0.1 Delay (s) 5.1 4.4 13.0 12.9 Level of Service A A B B Approach Delay (s) 5.1 44 129 Approach LOS A A B HCM Average Control Delay 6.2 HCM Level of Service A HCM Volume to Capacity ratio 0.37 Actuated Cycle Length (s) 36.8 Sum of lost time (s) 10.0 Intersection Capacity Utilization 49.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTraffic\BaselinelBaselinePM Davis High School syn Synchro 7 - Report Page 9 G�] JAN 2 7 2'12 CITY OF YAKIMA PLANNING DIV HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 16: W Tieton Dr & S 7th St 2015 Without -Project Weekday PM School Peak J-- l r 4- -k' 1 P` l 1 Lane Configuratioris 40 01 41� 44 Volume (veh1h) 90 490 30 0 470 20 0 10 10 20 15 100 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 90 490 30 0 470 20 0 10 10 20 15 100 Pedestrians 77 3 12 3 Lane Width (ft) 12.0 120 12.0 12.0 Walking Speed (Ills) 4.0 4.0 4.0 4.0 Percent Blockage 6 0 1 0 Right tum flare (veh) Median type None None 235 255 20 135 Volume Leff 90 Median storage veh) 0 0 0 20 Volume Right 0 30 0 Upstream signal (it) 10 812 cSH 1050 1700 1035 1700 276 pX, platoon unblocked Volum to Capacity 0.09 0.16 0.00 0.15 0.07 0.35 Queue Length 95th (ft) vC, conflicting volume 493 532 1116 1190 275 926 1195 325 vC1, stage 1 cont vol 0.0 19.1 19.2 Lane LOS A vC2, stage 2 cont vol C Approach Delay (s) 1.6 0.0 19.1 19.2 vCu, unblocked vol 493 532 1116 1190 275 926 1195 325 tC, single (s) 4.2 41 7.5 65 6.9 7.5 6.5 6.9 tC, 2 stage (s) Analysis Period (min) 15 IF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 91 100 100 94 99 90 91 84 cM capacity (veh1h) 1050 1035 111 171 719 197 170 632 Volume Total $3.5 275 235 255 20 135 Volume Leff 90 0 0 0 0 20 Volume Right 0 30 0 20 10 100 cSH 1050 1700 1035 1700 276 388 Volum to Capacity 0.09 0.16 0.00 0.15 0.07 0.35 Queue Length 95th (ft) 7 0 0 0 6 38 Control Delay (s) 3.0 0.0 0.0 0.0 19.1 19.2 Lane LOS A C C Approach Delay (s) 1.6 0.0 19.1 19.2 Approach LOS C C Average Delay 3.2 Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15 MM 1\11098 AC Davis High School\Analysis\Traffic OperationslSynchro_SimTraf6c\Baseline\BaselinePM_Davis High School.syn Synchro 7 - Report Page 10 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17: W Tieton Dr & S 5th Ave 2015 Without -Project Weekday PM School Peak N '- t " t t l 11. BL got - Lane Configuratim + 11i f A 'f + e Volume (vph) 355 15 175 5 55 0 90 175 15 20 335 355 Ideal Flow (vphplj 1900 1900 1900 1900 1900 1900 1900 1900 19M 1900 1900 1900 Total Lost lane (s) 5.0 5,0 5.4 5.0 5.0 50 5.0 5.0 5.0 5.0 Lane MI. Factx 0,95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 Fipb, pedbkes 1.00 1.00 0.98 1.00 1.00 100 1,00 100 1.00 0.97 Flpb, WA kes 1.00 1,00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 too Fd i.00 1.00 0.83 1.00 1.Q0 1.00 0.99 1 1) 1.00 0.85 Fit Protected 0.95 0.96 1.00 0.95 1,00 0,95 1,00 0.95 1.00 1.00 Sad Flow (prot) 1665 1675 1535 1805 1900 1789 &%1 1783 1681 15% Fit Permilled 0.95 0,96 1.00 0.95 1.00 050 1.00 0.63 1.00 1.00 Said Flow(poim) 1665 1675 1535 1805 1900 935 3561 1188 1881 1556 Peak -hour facto(. PHF 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 A4 Flow(vph) 355 16 175 5 55 0 90 115 1s 20 335 355 RTOR Reduction (uph) 0 0 128 0 0 0 0 8 0 0 0 230 Lane Group Row(vph) 185 165 47 5 55 0 90 182 0 20 335 125 Canll. Peds. (Othr) 1 1 23 3 3 23 Heavy Vehicles (0;) 3% 3% 3% 00/6 0% 0% 0% 0% 0% 1% 1% 1% Tum Type Split Perm Split Perm Perm Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Green, G (s) 11.3 11.3 11.3 3.4 3.4 16.1 161 161 16.1 16.1 Effective Green, g (s) 11.3 11.3 11.3 3.4 3.4 16.1 161 16,1 16.1 16.1 Actuated g/C Ratio 025 0.25 0.25 0.07 0.07 0.35 0.35 0.35 0.35 0.35 Clearance Time (s) 50 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap(vph) 411 413 379 134 141 329 1252 417 661 547 v/s Ratio Prot co 11 011 0.00 c1) 03 0.05 co 18 v/s Ratio Perm 003 0.10 002 0.08 v/c Ratio 045 0.45 0.12 0.04 039 0.27 015 005 051 023 Uniform Delay, d1 14.6 146 13.4 19.7 202 10.7 101 9.8 11.7 10.5 Progression Factor 100 100 1.00 100 100 1.00 1.00 1.00 100 1.00 Incremental Delay, d2 03 0.3 01 0.0 07 0.2 0.0 0.0 02 0.1 Delay (s) 149 149 13.5 19.7 20.9 10.8 102 98 11.9 105 Level of Service B B B B C B B A B B Approach Delay (s) 144 208 10.4 112 Approach LOS B C B B HCM Average Conbol Delay 125 HCM Level of Service B HCM Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 45.8 Sum of lost time (s) 15.0 Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group NIM 1111098 AC Davis High SchooMnalysisMal6c Operations\Synchro_SimTraffc\BaselinelBa_-IinePM_Davis High School.syn Synchro 7- Report Page 11 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 1: W Yakima Ave & SummityieW Ave 2015 Without -Project Weekday AM School Peak --*-.-V 4"- t 1 t e` 4 1 -- --- - :pec-. -1 uiSr - :r�ee Ws�- -sr� -moi �& Lane Configurations _ .g+ Lane Confiqural ons R 0 .- Sign Control -;to, Volume (vph) 0 420 20 85 475 190 5 85 10 415 225 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 1.00 5.0 1.00 5.0 5.0 Hourly flow rate (vph) 30 40 25 4.0 40 85 5 Lane Util Factor 25 0.95 90 1.00 0.95 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 120 85 1.00 25 1.00 1.00 Flpb, pedlbikes 1.00 Volume Left (vph) 0.99 1.00 0 5 1.00 120 1.00 1,00 Frt 0.99 25 1.00 0.96 0 25 099 1.00 1.00 Flt Protected Hadj (s) 1.00 0.12 0.95 1.00 -0.67 0.01 1.00 0.95 1,00 Satd Flow (prot) 4.9 3443 3.2 1776 3390 5.6 1864 3467 1875 Degree Utilization, x Flt Permitted 018 1.00 0.03 0.49 1.00 1.00 0.95 1.00 706 Satd Flow (perm) 1121 3443 542 909 3390 1864 3467 1875 97 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i,00 1.00 1,00 1.00 Adf. Flow (vph) 0 420 20 B5 475 1% 5 86 10 415 225 5 RTOR Reduction (vph) 0 3 0 0 39 0 0 6 0 0 1 0 Lane Group Flow (vph) 0 437 0 85 626 0 0 94 0 415 229 0 Confl, Peds. (a;lhr) 6 6 6 Intersection Capacity Utilization 6 1 ICU Level of Service 14 14 1 Heavy Vehicles 1% 4% 4% 4% 1% 1% 1% 0% 0% 0% 1% 1% 1% Tum Type Pert Perm Wd Sphl Protected Phases 4 4 6 5 2 2 Permitted Phases 4 4 Actuated Green, G (s) 40.5 40.5 40.5 11.1 15.4 15.4 Effective Green, g (s) 40.5 40.5 40.5 11.1 15.4 15.4 Actuated g/C Ratio 0.51 0.51 0.51 014 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 4,0 4.0 4.0 Vehicle Extermon (s) 2.0 20 2.0 2.0 2.0 20_ Lane Grp Cap (vph) 1743 460 1716 259 667 361 vis Ratio Prot 0.13 c018 c(1.05 0.12 c0.12 v/s Ratio Perm 0.09 v/c Ratio 025 0.18 0.37 0.36 0.62 0.63 Uniform Delay, dl 11.2 108 12.0 31.2 29.6 29.7 Progression Factor 1.00 1.00 100 1.00 1.00 1.00 Incremental Delay, d2 03 0.9 0.6 0.3 1.3 2.7 Delay (s) 11.5 11.6 126 31.6 30.9 32.4 Level of Service B B B C C C Approach Delay (s) 115 125 31.6 31.5 Approach LOS B B C C HCM Average Control Delay 196 HCM Level of Service B HCM Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 130 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group M:\11\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTrafficlWith ProjectlWith-ProjectAM_Davis High School syn Synchro 7 - Report Page 1 RECEIVED JAN 2 7 2"]i2 CITY OF YAKIMA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2015 Without -Project Weekday AM School Peak j-. N r- 4- 4N t.*` l 41 %em�nT .. -- - - :pec-. -1 uiSr - :r�ee Ws�- -sr� -moi �& Lane Configurations .g+ 4 .- Sign Control -;to, Stop Stop Stop Volume (vph) 30 395 25 30 90 85 5 10 25 120 90 35 Peak Hour Factor 1.00 1.00 100 100 100 100 1.00 1.00 1.00 1.00 1.00 100 Hourly flow rate (vph) 30 395 25 30 90 85 5 10 25 120 90 35 Volume Total (vph) 450 120 85 15 25 245 Volume Left (vph) 30 30 0 5 0 120 Volume Right (vph) 25 0 85 0 25 35 Hadj (s) 0.01 0.12 -0.53 0.20 -0.67 0.01 Departure Headway (s) 4.9 55 3.2 6.6 5.7 5.6 Degree Utilization, x 0.62 018 0.08 0.03 0.04 0.38 Capacity (vehih) 706 604 1121 470 542 597 Control Delay (s) 15.5 97 6.5 8.6 7.8 12.0 Approach Delay (s) 15.5 8.4 8.1 12.0 Approach LOS C A A B Delay 12.7 HCM Level of Service B Intersection Capacity Utilization 57.9% ICU Level of Service B Analysis Period (min) 15 M:\11\11098 AC Davis High SchoOAnalysis\Traffic Operafions\Synchro_SimTraffic\With Project\With-ProjeclAM_Davis High School.syn Synchro 7 - Report Page 2 HCM Unsgnalized Intersection Capacity Analysis A.C. Davis High School 4: W Walnut St & S 6th St 2015 Without -Project Weekday AM School Peak --i N ! ~ t 1 t /.- -'* int " - - -- - -EK EBr EE ML WT- W, RGE -W- �7�- _ Sk SBf Lane Configurations ej f. ) T1. .1. Volume (vehih) 111 225 280 300 175 20 0 0 0 15 '1' 35 Sign Control 1900 Free '900 1900 Free 1900 1900 Stop 1900 1900 Stop 1900 Grade 4-0 0% 4.0 0% 4.0 0% 40 0% Peak Hour Factor 1 00 1.00 100 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1 00 Hourly flow rate (Wh) 10 225 280 300 175 20 0 0 0 15 30 35 Pedestrians 1.00 19 1.00 1 1.00 1.00 100 1 Lane Width (ft) 1.00 12.0 1.00 12.0 1.00 0.93 100 12.0 Walking Speed (ft/s) 0.95 4.0 0.95 4.0 0.95 1.00 0.95 40 Percent Blockage 1785 2 1729 0 1769 3265 1787 0 Right tum flare (veh) 0.48 1.00 0.37 1.00 0.50 1.00 0.15 1.00 Median type 902 None 673 TWLTL 934 3265 273 3438 Median storage veh) 1.00 1.00 1.00 1.00 2 1.30 1.00 1.00 1.00 1.00 1.00 1.00 Upstream signal (ft) 70 275 55 275 395 95 80 430 390 130 330 100 pX, platoon unblocked 0 15 0 0 20 0 0 147 0 0 25 0 vC, conflicting volume 196 315 0 505 455 0 1142 1181 366 1032 1311 118 vC1, stage 1 cont vol 4 18 18 4 385 385 2 786 786 2 vC2, stage 2 conf vol 1% 1% 1% 4% 4% 4% 756 796 2% 246 525 1% vCu, unblocked vol 196 505 1142 1181 366 1032 1311 118 tC, single (s) 4.2 4 4.1 6 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 4 8 6.5 5.5 6.5 5.5 IF (s) 2.2 136 2.2 214 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 136 72 21.4 100 100 100 94 85 96 cM rapacity (v") 1359 0.18 1056 0.28 206 262 636 239 200 903 Volume Total 10 505 300 117 78 80 4.0 5-0 4.0 5.0 Volume Left 10 0 300 0 0 15 2-0 25 20 25 Volume Right 0 280 0 0 20 35 356 998 310 1322 cSH 1359 1700 1056 1700 1700 318 0.01 cO.21 c0.05 012 Volume to Capacity 0.01 030 0.28 0.07 0.05 0.25 007 0.15 Queue Length 95th (ft) 1 0 29 0 0 24 0.22 0.67 042 031 Control Delay (s) 7.7 00 9.8 0.0 0.0 20.1 17.4 23.5 13.5 16.6 Lane LOS A 1.00 A 1.00 1.00 C 1.00 1.00 1.00 100 Approach Delay (s) 0.1 0.6 5.9 19 0.3 20.1 0.1 1.6 0.3 0.1 Approach LOS 23.3 29.5 19.1 23.8 C 17.5 25.2 13.9 16.7 Average DOW 4.2 Intersection Capacity Utilization 682% ICU Level of Service Analysis Period (min) 15 M:\11\11098 AC Davis High SchoollAnalysislTraffic Operations\Synchro_SimTraffic\With ProjecBWith-ProjectAM_Davis High School -syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St & S 5th Ave 2015 Without -Project WeekdavAM School Peak --*-- 7 "- f- t 1 t'0'- 1 MM 1\11098 AC Davis High SchooMnalysis\Traffic Operations\Synehro_SimTraffic\With Projec6With-ProjectAM_Davis High School -syn Synchro 7 - Report Page 4 Lane Configurdons 0 Volume (vph) 70 275 55 275 360 95 80 430 390 130 330 100 Ideal Flow (vphpl) 1900 1900 '900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4-0 5.0 4.0 5.0 4.0 5.0 40 50 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, pedlbikes 1.00 0.99 1.00 1.00 1.00 0.99 100 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 Frt 1.00 0.97 1.00 0.97 1.00 0.93 100 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Said. Flow (prot) 1785 3467 1729 3356 1769 3265 1787 3438 Flt Permitted 0.48 1.00 0.37 1.00 0.50 1.00 0.15 1.00 saw. Raw (oerm) 902 3467 673 3356 934 3265 273 3438 Peak -hour tactor, PHF 1.00 1.00 1.00 1.00 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.00 Adl. Flow (vph) 70 275 55 275 380 95 80 430 390 130 330 100 RTOR Reduction (vph) 0 15 0 0 20 0 0 147 0 0 25 0 Lane Group Flow (vph) 70 315 0 275 455 0 80 673 0 130 405 0 Confl. Peds. (ft/hr) 4 18 18 4 2 2 2 2 Hj,= Vehicles 1%) 1% 1% 1% 4% 4% 4% 2% 2% 2% 1% 1% 1% Tum Type pm+pt PM+pt pm+p( p n+pt Pmleded Phases 7 4 3 6 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 188 136 30.6 214 268 23.7 369 29.8 Effective Green, g (s) 18.8 136 30.6 21.4 26.8 23.7 36.9 29-8 Actuated g/C Raba 024 0.18 0.39 0.28 0.35 0.31 048 0.38 Clearance Time (s) 40 50 4.0 5.0 4.0 5-0 4.0 5.0 VohifJe Extension (s) 2.0 25 2-0 2.5 2-0 25 20 25 Lane Grp Cap NO) 278 608 443 927 356 998 310 1322 v/s Ratio Prot 0.02 0.09 c0.10 014 0.01 cO.21 c0.05 012 vjs Ratio Perm 0.04 00.14 007 0.15 v/r. Ratio 0.25 0.52 062 0.49 0.22 0.67 042 031 Uniform Delay, d1 23.1 29.0 17.2 23.5 17.4 23.5 13.5 16.6 Progression Facial 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 Incremental Delay, d2 0.2 0.6 19 0.3 0.1 1.6 0.3 0.1 Delay (s) 23.3 29.5 19.1 23.8 17.5 25.2 13.9 16.7 Level of Seroce C C B C B C B B Apfxnach Delay (s) 28.4 22.1 24.5 161 Approach LOS C C C B HCM Average Control Delay 22.6 HCM Levo[ of Service C HCM Volume to Capacity ratic 0.59 Actuated Cycle Length (s) 77.5 Sum of lost time (s) 13.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group MM 1\11098 AC Davis High SchooMnalysis\Traffic Operations\Synehro_SimTraffic\With Projec6With-ProjectAM_Davis High School -syn Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 8: W Spruce St & S 5th Ave 2015 YWihout-Projeo Weekday AM School Peak -0- 1 !~` 1 t P` l 1 MM 1\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTraffic\With Project\With-ProjectAM_Davis High School.syn Synchro 7 - Report Page 5 IV C n z d RECEIVED JAN 272"72 CITY OF YAKIMA PLANNING_pIv HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St &S 7th St 2015 Without -Project Weekday AM School Peak --6 --w � r 4- 1 t,*` l 1 - EBL t8T ESR -ML - AIRL 1•Bi 7&11 Lane Configurations 4- Lane Configurations .g, 4+ 44 41r, Stop Stop Volume (vehfh) i 0 60 0 5 5 115 875 35 45 515 115 Sign Control 1.00 Stop 100 1 00 1.00 Stop 1 00 1 00 1.00 100 Hourly Flow rate (vph) Free 10 Free Grade 105 110 0% 95 10 25 5 Volume Total (%ph) 0% 405 150 0% 0% Peak Hour Factor 100 1.00 1 00 100 1.00 too 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow rate (vph) 5 0 60 0 5 5 115 875 35 45 515 115 Pedestrians Departure Headway (s) 4.9 3 4.9 5.1 2 Lane Width (R) 0.01 0.49 0.21 0.06 12.0 Capacity (vehfh) 680 12.0 Walking Speed (fVs) 643 4.0 7.9 11.4 9.2 8.4 4.0 Percent Blockage Approach Delay (s) 7.9 11.4 0 8.4 0 Right tum flare (veh) B A A Median type None None Median storage veh) Upstream signal (ft) 962 472 pX, platoon unblocked vC, conflicting volume 1340 1806 315 1533 1846 460 630 913 vC1, stage 1 cont vol vC2, stage 2 cont vol vCu, unblocked vol 1340 1806 315 1533 1846 460 630 913 tC, single (s) 7.5 65 69 7.6 66 7.0 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2 p0 queue free % 94 100 91 100 91 99 88 94 cM capacity (vehm) 90 66 687 60 58 533 955 747 C ie a l L aha = -E 1 Arz f by 1 W2 " -1191V ZFFi -7` 517 Volume Total 5 C 583 i2_ 45 ., „0 y8_ Volume Left 5 0 115 0 0 45 0 Volume Right 60 5 0 0 35 0 0 115 cSH 456 104 955 1700 1700 747 1700 1700 Volume to Capacity 0.14 0.10 012 0.34 0.19 0.06 0.20 0.17 Queue Length 95th (ft) 12 8 10 0 0 5 0 0 Control Delay (s) 14.2 43.2 9.3 0.0 0.0 10.1 0.0 0.0 Lane LOS B E A B Approach Delay (s) 14.2 43.2 1.0 0.7 Approach LOS B E Infcr�Cbri 3umrRxv -__,� A,. -r,,2 Desav 16 Intersection •::;pa :r; Utilization 47.1% ICU Level of Service A Analysis Pero f m nl 15 MM 1\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTraffic\With Project\With-ProjectAM_Davis High School.syn Synchro 7 - Report Page 5 IV C n z d RECEIVED JAN 272"72 CITY OF YAKIMA PLANNING_pIv HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St &S 7th St 2015 Without -Project Weekday AM School Peak --6 --w � r 4- 1 t,*` l 1 Delay 14.5 - HCM Level of Service B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 M:111\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTrafhc\With ProjechWdh-ProjectAM_Davis High School.syn Synchro 7 - Report Page 6 --w E6P - AIRL AST VIA NE -6-10 Lane Configurations 4- 4. 4+ 44 Sign Control Stop Stop Stop Stop Volume (vph) 0 10 0 190 105 110 5 50 95 10 25 5 Peak Hour Factor 100 1.00 100 100 1 00 1.00 100 1.00 1 00 1 00 1.00 100 Hourly Flow rate (vph) 0 10 0 190 105 110 5 50 95 10 25 5 Volume Total (%ph) 10 405 150 40 Volume Left (vph) 0 190 5 10 Volume Right (vph) 0 110 95 5 Hadj (s) 0.00 -0.07 0.02 -0.02 Departure Headway (s) 4.9 4.3 4.9 5.1 Degree Utilization, x 0.01 0.49 0.21 0.06 Capacity (vehfh) 680 800 677 643 Control Delay (s) 7.9 11.4 9.2 8.4 Approach Delay (s) 7.9 11.4 9.2 8.4 Approach LOS A B A A Delay 14.5 - HCM Level of Service B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 M:111\11098 AC Davis High School\Analysis\Traffic Operations\Synchro_SimTrafhc\With ProjechWdh-ProjectAM_Davis High School.syn Synchro 7 - Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2015 Without -Project Weekday AM School Peak hfm�.-- - Ek EBT - V4l3! MR Sf Lane Configurations A9R -T ?y Y SHE Volume (veh1h) 0 115 205 0 235 225 Sign Control Free Free Stop Grade Volume (vet1h) 0% 0% 0% 10 Peak Hour Factor 1.00 1.00 100 1.00 1.00 1.00 Hourly flaw rate (vph) 0 115 205 0 235 225 Pedestrians 3 7 Lane Width (ft) Grade 12.0 12.0 Walking Speed (fits) 40 4.0 Percent Blockage Peak Hour Factor 1.00 0 1 1.00 Right tum flare (veh) 1 00 1 00 1.00 1.00 1.00 Median type Hourly flow rate (vph) None None 85 10 Median storage veh) 15 90 740 25 15 Upstream signal (ft) Pedestrians 5 pX, platoon unblocked 1 vC, conflicting volume 212 12.0 330 212 vC1, stage 1 cont vol 12.0 vC2, stage 2 cont vol Walking Speed (ft/s) 4.0 vCu, unblocked vol 212 4.0 330 212 tC, single (s) 4.1 0 6.4 6.2 IC, 2 stage (s) 0 IF (s) 2.2 3.5 3.3 p0 queue free % 100 65 73 cM capacity (v*A) 1362 663 828 volume Total 115 205 460 Volume Left 0 0 235 Volume Right 0 0 225 cSH 1362 1700 735 Volume to Capacity 0.00 0.12 0.63 Queue Length 95th (ft) 0 0 111 Control Delay (s) 00 0.0 17.7 Lane LOS vC, conflicting volume 1078 C 286 1250 Approach Delay (s) 0.0 00 17.7 769 Approach LOS vC1, stage 1 cont vol C Average Delay 10.5 Intersection Capacity Utilization 44.B% ICU Level of Service A Analysis Period (min) 15 M:111\11098 AC Davis High School\AnalysislTraffic OperabonslSynchro-SimTrafficlWith ProjechWith-ProjectAM_Davis High School syn Synchro 7 - Report Page 7 DOC. INDEX # I-1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2015 Without -Project Weekday AM School Peak f -- 1 - ` 1 I /* ` 4 _w1w - A9R Na- N . -70* SHE Sf3; SBR Lane Configurations �4 4;. .TT. df+ Volume (vet1h) 265 10 65 10 10 15 90 70 25 15 385 175 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1 00 1 00 1.00 1.00 1.00 1.00 100 Hourly flow rate (vph) 265 10 85 10 10 15 90 740 25 15 385 175 Pedestrians 5 4 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 0 0 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 480 954 pX, platoon unblocked vC, conflicting volume 1078 1456 286 1250 1532 386 565 769 vC1, stage 1 cont vol vC2, stage 2 coni vol vCu, unblocked vol 1078 1456 286 1250 1532 386 565 769 tC, single (s) 75 65 6.9 7.5 6.5 6.9 41 4 1 tC, 2 stage (s) IF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 91 88 90 90 98 91 98 cM rapacity (vehth) 145 116 713 99 105 616 999 845 Volume ToW 360 35 460 395 208 358 Volume Left 265 10 90 0 15 0 Volume Right 85 15 0 25 0 175 c5H 177 158 999 1700 845 1700 Volume to Capacity 2.03 0.22 0.09 0.23 0.02 0.22 Queue Length 95N (ft) 694 20 7 0 1 0 Contra Delay (s) 528.0 34.1 2.6 0.0 0.8 0.0 Lane LOS F D A A Approach Delay (s) 528.0 34.1 1.4 0.3 Approach LOS F D Average Delay 105.6 Inlersecflnn Capacity Utilization 77.80% ICU Level of Service D Analysis Period (min) 15 MM 101098 AC Davis High SchoohAnah/sislTraffic OperafionslSynchro-SimTrafficlWth ProjechW4h-ProjectAM_Davis High School -syn Synchro 7 - Report Page 8 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 15: W Tieton Dr & S 11 th Ave 2015 Without -Project Weekday AM School Peak Lane Configurations Synchro 7 - Report 40 +A RECEIVED R 4, Volume (vph) 355 725 520 50 60 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) Sign Control 50 5.0 1700 5.0 5.0 Lane Ufil. Factor 0.08 0.95 0.95 0.15 1.00 1.00 Frpb, ped/bikes 7 1.00 1.00 0% 1.00 0.99 Flpb, pedlbikes 2.6 1.00 1.00 1.00 1.00 1.00 1.00 Fit 1.00 100 0.99 1.00 1.00 0.85 Flt Protected 625 0 0.98 1.00 60 10 0.95 1.00 Satd Flow (prat) 10 3413 3485 1770 1562 Flt Permitted 0.65 1.00 0.95 1.00 Said Flow (perm) 2272 3465 12.0 1770 1562 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 355 725 520 50 60 85 RTOR Reduction (vph) 0 0 5 0 0 76 Lane Group Flow (vph) 0 1080 565 0 60 9 Confl. Peds. (Afhr) 4 4 6 2 Heavy Vehicles (%) 40% 4% 2% 2% 2% 2% Turn Type pm+pt Penn Protected Phases 7 4 8 2 Permitted Phases 4 Upstream signal (ft) 2 Actuated Green, G (s) 812 37.4 37.4 5.7 5.7 Effective Green, g (s) pX, platoon unblocked 37.4 37.4 57 5.7 Actuated gIC Ratio 0.70 070 0.11 0.11 Clearance Time (s) 627 5.0 5.0 1263 5.0 5.0 Vetude ExWriskm (s) 226 3.5 3S 2.5 2.5 Lane Grp cap (vph) 1600 2455 190 168 vls Ratio Prot 0.16 c0 03 vls Ratio Penn c0 48 vCu, unblocked vol 446 0.01 vlc Ratio 1192 068 0.23 946 0.32 0.05 Uniform Delay, dl 4.2 4.4 2.8 219 21.3 Progression Factor 7.5 1.00 1.00 tC, 2 stage (s) 1.00 1.00 Incremental Delay, d2 1.2 0.1 0.7 0.1 Delay (s) tF (s) 5.6 2.8 2.2 226 21.4 Level of Service 3.3 A A 3.3 C C Approach Delay (s) 99 5.6 2.8 90 21.9 95 Approach LOS 78 A A C HCM Average Control Delay 156 670 8.0 163 HCM Level of Service A HCM Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 531 Sum of lost time (s) 10.0 Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group M:111111098 AC Davis High SchoollAnalysislTraffic OperabonslSynchro_SimTrarficlWith ProjecAWith-ProjectAM_Davis High School.syn Synchro 7 - Report Page 9 198 RECEIVED �o 4, Volume Left 90 .+H iz Volume fveh49 2- 625 0 CITY OF YAKIMA 385 PLANNING DIV HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 16: W Tieton Dr & S 7th St 2015 Without -Project Weekday AM School Peak _.O -►N r~ 4_-*, t r 1.,. l 1 Lane Configurations 402 0 198 01 35 4, Volume Left 90 .+H 5 Volume fveh49 90 625 0 5 385 60 10 15 10 10 10 175 Sign Control 1700 Free 1700 Free 574 Stop 0.08 0.18 Stop 0.15 Grade 0.34 01/6 7 01% 0 0% 19 37 0% 2.6 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 90 625 0 5 385 60 10 15 10 10 10 175 Pedestrians 3 B 10 2 3.6 1 Lane Width (ft) 12.0 55.3% 12.0 Analysis Period (min) 12.0 15 120 Walking Speed fts) 40 4.0 4.0 4.0 Percent Blockage 0 1 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 812 pX, platoon unblocked vC, conflicting volume 446 627 1192 1263 324 946 1233 226 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 446 627 1192 1263 324 946 1233 226 tC, single (s) 4.2 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 92 99 90 90 99 95 94 78 cM capacity (vehlh) 1096 963 99 156 670 185 163 780 Volume Total 402 312 198 252 35 195 Volume Left 90 0 5 0 10 10 Volume Right 0 0 0 60 10 175 cSH 1096 1700 963 1700 165 574 Volume to Capacity 0.08 0.18 0.01 0.15 0.21 0.34 Queue Length 95th (ft) 7 0 0 0 19 37 Control Delay (s) 2.6 0.0 0.3 0.0 32.5 14.5 Lane LOS A A D B Approach Delay (s) 1.5 0.1 32.5 14.5 Approach LOS D B Average Delay 3.6 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 M:111\11098 AC Davis High Scho0AnalysislTraffic Operabon0ynchro_SirnTraficlWith Projec6Wdh-Project4M_Davis High School syn Synchro 7 - Report Page 10 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17: W Tieton Dr & S 5th Ave 2015 Without -Project Weekday AM School Peak --I' -'*'K~ 4- 4N t r `. 4 .r. Moine u MM 1 \1 1098 AC Davis High School'AnalysislTraffic OperationslSynchro_SimTrafficlWith ProjectlWith-ProjectAM_Davis High School.syn Synchro 7 - Report Page 11 DOC. INDEX # I -I F 4EIk W a LaneConfiquraton; �j 1� ►j + }� { jr Volume (vph) 435 75 130 0 15 5 170 3% 10 20 185 225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 50 Lane Ubl Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, pedfbikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.97 1.00 1.00 0.95 1.00 0.95 1,00 1.00 Said. Flow (proQ 1665 1692 1568 1829 1796 3596 1787 1881 1569 Flt Permitted 0.95 0.97 1.00 1.00 0.64 1.00 0.52 1.00 1.00 W Flom *ro) 1665 1692 15% 1829 1211 3598 971 lee1 is% Pe* -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Al. Flow (vph) 435 75 130 0 15 5 170 390 10 20 185 225 RTOR Reduction (vph) 0 0 70 0 5 0 0 2 0 0 0 149 Lane Group Flow (vph) 252 258 60 0 15 0 170 398 0 20 185 76 Confl. Peds- (#41r) 11 11 Hears Vehicles (%) 3% 3% 3% 0% 0% 0% 0% 0% 0% 1% 1% 1% Turn Type SO 'enn Split Perm Perm Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Green, G (s) 128 128 12.8 0.7 145 145 14.5 145 145 Effective Green, g (s) 12.8 128 12.8 0.7 14.5 14.5 14.5 14.5 14.5 Actuated g/C Ratio 030 030 030 0.02 034 034 0.34 034 0.34 Clearance Time (s) 5.0 5.0 5,0 5.0 5.0 5.0 5,0 5,0 5.0 Velide FAension (s) 2.0 2.0 2.0 20 2.0 2-0 2.0 2.0 2.0 Lane Grp Cap (vph) 496 504 467 30 408 1213 327 634 529 v/s Ratio Prot 0.15 00.15 00.01 0.11 0.10 v/s Ratio Perm 0.04 00.14 0.02 0.05 v/c Ratio 0-51 0.51 0.13 0.50 0 42 0.33 0.06 029 0.14 Uniform Delay, dl 12.5 12.5 11.0 21.0 11.0 10.6 9.6 105 9.9 Progression Factor 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.4 0.0 4.8 0.3 0.1 0.0 0.1 0.0 Delay (s) 12.8 12.9 111 25.7 11,2 107 9.7 10.6 10.0 Level of Service B B B C B B A B A Approach Delay (s) 12.5 25.7 108 10.2 Approach LOS B C B B HCM Average Control Delay 115 HCM Level of Service B HCM Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 43.0 Sum of lost time(s) 15.0 Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group MM 1 \1 1098 AC Davis High School'AnalysislTraffic OperationslSynchro_SimTrafficlWith ProjectlWith-ProjectAM_Davis High School.syn Synchro 7 - Report Page 11 DOC. INDEX # I -I HCM Signalized Intersection Capacity Analysis A.C. Davis High School 1: W Yakima Ave & Summitview Ave 2015 Without -Project Weekday PM School Peak --* --�-V 'r- 4--% t r l M:\11\11098AC Davis High School\Analysis\Traffic Operations\Synchro-SimTraffic\With ProjedW&ProjectPM_Davis High School.syn Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2015 Without -Project Weekday PM School Peak �- N � k4% t r�* 4 1 Lane Configurations00191�� 4' If OEM Sign Control Stop Lane Configurations RT. r( Stop Volume (vph) 30 215 5 15 130 Volume (vph) 15 365 25 75 450 360 25 150 45 280 115 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 160 5.0 5.0 4.0 30 4.0 4.0 10 Lane LIN Factor 1.00 0.95 1.00 0.95 5 0 1.00 0 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.05 1.00 0.99 0.08 -0.67 0.99 1.00 1.00 Departure Headway (s) Flpb, ped/bikes 1.00 1.00 5.9 0.99 1.00 1.00 Degree Utilization, x 1.00 1.00 0.06 Frt 1.00 0.99 1.00 0.93 Capacity (veh/h) 630 0.97 1121 1.00 0.99 595 Flt Protected 0.95 1.00 Control Delay (s) 0.95 1.00 6.4 9.0 0.99 10.5 0.95 1.00 Satd Flow (prot) 1731 3430 1773 3292 10.5 1816 3467 1867 A Flt Permitted 0.28 1.00 g 0.52 1.00 De" 0.99 0.95 1.00 &* Flow 517 3430 971 3292 A 1016 3467 1857 Paak•hourfactor, PHF 1.00 1.00 too 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Flow (vph) 15 365 25 75 450 360 25 150 45 280 115 5 RTOR Reduction (vph) 0 4 0 0 129 0 0 12 0 0 3 0 Lane Group Flow (vph) 15 386 0 75 681 0 0 208 0 280 117 0 Confi Peds. (#Ihr) 5 7 7 5 16 38 38 16 11Vehicles % 4% 4% 4% 1% 1% 1% 0% 0% 0% 1% 1% 1% Tum Type Perm Perm Split so Protected Phases 4 4 6 6 2 2 Permitted Phases 4 4 Actuated Green, G (s) 40.5 40.5 40.5 40.5 14.5 12.0 12.0 Effective Green, g (s) 40.5 40.5 40.5 40.5 14.5 12.0 12.0 Actuated g/C Ratio 0.51 0.51 0.51 0.51 0.18 0.15 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 Vehicle Extension (s) 20 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 262 1736 492 1667 _2.0 •329 520 280 v/s Ratio Prot 0.11 c0.21 c0.11 c0.08 0.06 v/s Ratio Perm 0.03 0.08 v/c Ratio 0.06 0.22 0.15 0.41 0.63 0.54 0.42 Uniform Delay, dl 10.0 11.0 10.6 12.3 30.3 31.4 30.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 0.7 0.7 2.9 0.5 0.4 Delay (s) 10.5 11.3 11.2 13.0 33.2 32.0 31.2 Level of Service B B B B C C C Approach Delay (s) 11.3 12.9 33.2 31.7 Approach LOS B B C C -i HCM Average Control Delay 18.8 HCM Level of Service B HCM Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group M:\11\11098AC Davis High School\Analysis\Traffic Operations\Synchro-SimTraffic\With ProjedW&ProjectPM_Davis High School.syn Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 3: W Walnut St & S 7th St 2015 Without -Project Weekday PM School Peak �- N � k4% t r�* 4 1 Lane Configurations00191�� 4' If OEM Sign Control Stop Stop Stop Stop Volume (vph) 30 215 5 15 130 70 10 95 160 130 10 30 Peak Hour Factor 1 00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 100 1.00 1 00 Hourly Flow rate (vph) 30 215 5 15 130 70 10 95 160 130 10 30 Volume Total (vph) 250 145 70 105 160 170 Volume Left (vph) 30 15 0 10 0 130 Volume Right (vph) 5 0 70 0 160 30 Hadj (s) 0.05 0.09 -0.53 0.08 -0.67 0.05 Departure Headway (s) 5.3 5.5 3.2 5.9 5.2 5.6 Degree Utilization, x 0.37 0.22 0.06 0.17 0.23 0.26 Capacity (veh/h) 630 592 1121 568 646 595 Control Delay (s) 11.4 10.1 6.4 9.0 8.5 10.5 Approach Delay (s) 11.4 8.9 8.7 10.5 Approach LOS B A A g De" t39 HCM Level of Service A Intersection Capacity Utilization 47.2% ICU Level of Service A Analysis Period (min) 15 Rece V EV JAN N 7 2-;? PLANNING la>f V. M:\11\11098 AC Davis High SchooMnalysis\Traffic Operations\Synchro_SimTraffic\With ProjechWith-ProjectPM_Davis High School.syn Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 4: W Walnut St & S 6th St 2015 Without -Project Weekday PM School Peak �_. N r- t 4, t �` 1 41 6 n1 , EBL EBf - 448E W -r W 1 NVr W K .Stfi" SOP Lane Conrigurations 90 T. 100 vj T0• 145 4i, 465 310 95 4, 50 Volume ('reh t) 25 405 105 135 165 60 0 0 0 70 20 15 Sign Control 4.0 Free 4.0 Free 40 Stop 4.0 Stop Grade 100 0% 1.00 0% 100 0% 1.00 0% Peak Hour Factor 100 1.00 1.00 1-00 1.00 100 1.00 1.00 100 1,00 1.00 100 Hourly flow rate (VO) 25 405 105 135 185 60 0 0 0 70 20 15 Pedestrians 1.00 38 1.00 2 100 7 1.00 3 Lane Width (ftl 0.95 12.0 0.95 12.0 0.95 00 0.95 12.0 Walking Speed (ft/s) 1785 4.0 1718 4.0 1761 40 1786 4.0 Percent Blockage 0.49 3 0.29 0 0.52 0 0.17 0 Right turn flare (veh) 924 3382 529 3285 %2 3289 321 3494 Median type 100 None 1A0 1.00 TWLTL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Median storage veh) 90 375 100 225 2 145 40 465 310 95 345 50 Upstream signal (8) 0 21 0 0 395 0 0 101 0 0 10 0 pX, platoon unblocked 90 454 0 225 397 0 40 674 0 95 385 0 vC, conflicting volume 248 89 517 5 940 1032 466 945 1055 164 vC1, stage 1 cenf vol 1% 1°.% 1% 4% 4% 4% 514 514 2% 488 488 1% vC2, stage 2 cont vol pm+pt cm+pt 426 518 457 567 vCu, unblocked vol 248 4 517 8 940 1032 466 945 1055 164 tC, single (s) 4.2 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 22.6 161 33.4 24.9 6.5 5.5 6.5 5.5 IF (s) 2.2 18.1 2.2 24.9 3.5 4.0 3.3 3.5 40 3.3 p0 queue free % 98 023 87 0.32 100 100 100 80 94 98 cM capacity (vehlh) 1297 5.0 1045 5.0 361 375 547 346 326 829 Volume Total 25 510 135 123 122 105 2.0 2.5 2.0 2.5 Volume Left 25 0 135 0 0 70 346 1022 261 1274 Volume Right 0 105 0 0 60 15 0.00 c0.21 c0.03 0.11 cSH 1297 1700 1045 1700 1700 372 0.04 0.13 Volume to Capacity 0.02 0.30 0.13 0.07 0.07 0.28 0.12 0.66 0.36 0.30 Queue Length 95th (ft) 1 0 11 0 0 28 17.5 23.3 14.4 17.7 Control Delay (s) 7.8 0.0 9.0 0.0 0.0 18.4 1.00 1.00 1.00 1.00 Lane LOS A 0.8 A 1.1 0.2 C 0.1 1.4 0.3 0.1 Approach Delay (s) 0.4 27.4 3.2 16.4 20.7 18.4 17.5 24.7 14.7 178 Approach LOS C C B C C B C B B bort Average Relay 26.3 3.3 19.2 243 172 Intersection Capacity Utilization C 58.6% ICU Level of Service B 8 C Analysis Period (min) HCM Average ConW Delay 15 22.0 HCM Level of Service C HCM Vuhm>e fo Capacity ratio MAI I\11098 AC Davis High SchoollAnalysislTraffc OperationslSynchro_SimTraffi6Wdh ProjectlWith-ProjectPM_Davis High School.syn Synchro 7 - Report Page 3 DOC. INDEX # I-1 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 5: W Walnut St & S 5th Ave 2015 Without -Project Weekday PM School Peak SBR- 'N'BE Wt3T WORK NBt W NW SBL S13I laneCorrf9uralions ai TA Vi 4A 4 +I. 'f TA Volume(vph) 90 375 100 225 305 145 4i, 465 310 95 345 50 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 50 4.0 5.0 40 5.0 4.0 50 Lane Util Factor 100 0.95 1.00 0.95 100 0.95 1.00 095 Frpb, pedlbikes 100 098 1.00 0.99 100 0.99 100 100 Flpb, ped/bikes 1.00 100 0.99 1.00 100 1.00 1.00 1.00 Frt 1.00 097 1.00 0.95 100 0.94 1.00 0.98 Flt Protected 0.95 100 0.95 1.00 0.95 1.00 0.95 1-00 Satd Flow (prat) 1785 3382 1718 3285 1761 3289 1786 3494 Flt Permitted 0.49 1.00 0.29 1.00 0.52 1.00 0.17 1.00 5a1d Flow (owl 924 3382 529 3285 %2 3289 321 3494 Peak -hour faclor.PHF 100 1.00 1A0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj.Flow (vph) 90 375 100 225 305 145 40 465 310 95 345 50 RTOR RedDMn (vph) 0 21 0 0 53 0 0 101 0 0 10 0 Lorre Gmup flow (vp)j 90 454 0 225 397 0 40 674 0 95 385 0 Confl. Pleds. (1t/hr) 5 89 89 5 15 15 15 15 Heavyyebhks(°6) 1% 1°.% 1% 4% 4% 4% 2% 2% 2% 1% 1% 1% Tum Type pm+pt cm+pt pm+pt pm+pt Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 Actuated Green, G (s) 22.6 161 33.4 24.9 26.3 24.2 34.5 28.4 Effective Green, go) 22.6 18.1 33.4 24.9 26.3 24.2 34.5 28.4 Actuated g/C'Ratin • 0.29 023 0.43 0.32 0.34 0.31 0.44 0.36 Clearance Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Vehicle Ealwision (s) 2.0 25 20 2b 2.0 2.5 2.0 2.5 Lane Grp Cap(vph) 318 786 399 1050 346 1022 261 1274 vls Ratio Prot 0.02 0.13 c0.08 0.12 0.00 c0.21 c0.03 0.11 vls Ratio Penn 0.07 c0.16 0.04 0.13 vlcRatio 0.28 0.58 0.56 0.38 0.12 0.66 0.36 0.30 Uniform Delay, dl 20.7 26.5 15.3 20.5 17.5 23.3 14.4 17.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.8 1.1 0.2 0.1 1.4 0.3 0.1 Delay (s) 20.8 27.4 16.4 20.7 17.5 24.7 14.7 178 Level of Service C C B C B C B B Approach Delay (s) 26.3 19.2 243 172 Approach LOS C B C B HCM Average ConW Delay 22.0 HCM Level of Service C HCM Vuhm>e fo Capacity ratio 0.56 Actuated Cycle length (s) 77.9 Sum of lost time (s) 13.0 Intersection Capacity Utilization 735% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group M:111111098 AC Davis High SchooKAnalysislTraftic OperationslSynchro_SimTraficlWith ProjecAWth-ProjectPM_Davis High School.syn Synchro 7 - Report Page 4 HCM Unsignalized intersection Capacity Analysis A.C. Davis High School 8: W Spruce St & S 5th Ave 2015 Without -Project Weekday PM School Peak hio� - - _ _ W. Or - _W `W war `per- rid - WIT` -FA5f_WL >i2T Lane Configurations Lane Configurations 4- .j. $s 4. ►j +i• of +U Volume (veh1h) 0 0 0 25 0 95 20 605 35 50 625 0 Sign Control Stop Stop Volume (vph) 10 Stop 5 110 Free 20 Free Grade 20 0% 10 Peak Hour Factor 0% 1.00 100 0% 1.00 0% Peak Hour Factor 1.00 1.00 1.00 100 1.00 1.00 1-00 1.00 1.00 1.00 1.00 1,00 Hourly flow rate (vph) 0 0 0 25 0 95 20 605 35 50 625 0 Pedestrians -- -- 10 - - 6 Volume Total (vph) 30 1 105 4 Lane Width (ft) 12.0 12.0 Volume Left (vph) 12.0 110 12.0 Walking Speed (flys) 4.0 4.0 4.0 5 4.0 Percent Blockage 10 1 1 0 Hadj (s) 0 Right tum flare (veh) -0.09 -0.03 Departure Headway (s) Median type 4,4 4.4 4.5 None None Median storage veh) 0.04 0.24 0.13 0.08 Upstream signal (ft) Capacity (veh/h) 761 786 769 742 962 472 pX, platoon unblocked 0.99 0.99 0.99 0.99 0.99 7.9 0.99 vC, conflicting volume 1176 1421 324 1082 1404 330 635 646 vC1, stage 1 conf vol Approach LOS A - A - - A A vC2, stage 2 cont vol - - -- - &;,S.8Lilgti.SuSralfiY. - - vCu, unblocked vol 1162 1408 302 1067 1391 330 616 646 tC, single (s) 7.5 6.5 6.9 76 66 7.0 4.1 41 A tC, 2 stage (s) Intersection Capacity Utilization 355% tF (s) 3.5 4.0 3.3 3.6 4.1 3.4 2.2 2.2 p0 queue free % 100 100 100 84 100 85 98 95 cM capacity (vetdh) 119 127 688 157 122 646 951 937 Volume Total 0 120 20 403 237 it 50 417 208 Volume Left 0 25 20 0 0 50 0 0 Volume Right 0 95 0 0 35 0 0 0 cSH 1700 391 951 1700 1700 937 1700 1700 Volume to Capacity 0.00 0.31 0.02 0.24 0.14 0.05 0.25 0.12 Queue Length 95th (ft) 0 32 2 0 0 4 0 0 Control Delay (s) 0.0 18.2 8.9 0.0 0.0 9.1 0.0 0.0 Lane LOS A C A A Approach Delay (s) 0.0 18.2 0.3 0.7 Approach LOS A C Average Detay 1.9 Intersedon Capaaty Utilization 39 B% ICU Level of Service A Analysis Penod (rrNn) 15 MA11111098 AC Davis High SchooMnalysislTraffic OperationslSynchro_SimTrafflclWith ProjectlWith-ProjeclPM_Davis High School syn Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 11: W Pine St & S 7th St 2015 Without -Project Weekday PM School Peak J - N 1r~ k 4 t � `1 ./ Wiffm6nl - -- �----[" E6T- .fes- WL -T MR W--K-By Vii. wr SBP. Lane Configurations .j. 4. .4 41 Sign Control Stop Stop Stop Stop Volume (vph) 10 15 5 110 70 20 5 15 85 20 30 10 Peak Hour Factor 1.00 1.00 100 1.00 1.00 100 100 1.00 100 100 1.00 1 00 Hourly flow rate (vph) 10 15 5 110 70 20 5 15 85 20 30 10 Ude''&W-T - T .TEff W .W1 �8.r - - -- -- - - - - Volume Total (vph) 30 200 105 60 Volume Left (vph) 10 110 5 20 Volume Right (vph) 5 20 85 10 Hadj (s) -003 0.05 -0.09 -0.03 Departure Headway (s) 4.5 4,4 4.4 4.5 Degree Utilization, x 0.04 0.24 0.13 0.08 Capacity (veh/h) 761 786 769 742 Control Delay (s) 7.7 8.8 8.1 7.9 Approach Delay (s) 7.7 8.8 8.1 7.9 Approach LOS A - A - - A A - - - - -- - &;,S.8Lilgti.SuSralfiY. - - - -- Delay 8 e HCM Level of Service A Intersection Capacity Utilization 355% ICU Level of Service A Analysis Period (min) 15 RECEIVED ,JAN 2 7 L" ; i2 CITY OF YAKIMA PLANNING DIV M:111111098 AC Davis High SchooMnalysiffraffic OperabonslSynchro_SimTrafficlWith ProjecBWith-ProjeclPM_Davis High School.syn Synchro 7- Report Page 6 HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 13: W Pine St & S 6th St 2015 Without -Project Weekday PM School Peak l --. - t ` J Average Delay 6.0 Intersection Capacity Utilization 31 1% ICU Level of Service A Analysis Period (min) 15 MM 1111098 AC Davis High SchooftAnalysislTralfi, OperabonslSynchro_SimTrafficlWith Projedl'Nith-ProjectPM_Davis High School.syn Synchro 7 - Report Page 7 DOC. INDEX # I-] HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2015 Without -Project Weekday PM School Peak -.N 4- - 4- %\ t r `1 1 -=: Lane Configurations 4 to -41• - LaneCoefgurakm Volume (vehlh) 0 155 55 0 105 160 Sign Control Free Free Stop 180 Grade 110 0% 0% 0% 35 Peak Hour Factor 100 1.00 1.00 100 1.00 100 Hourly flow rate (vph) 0 155 55 0 105 160 Pedestrians Free 10 3 Lane Wdlh (ft) 0% 12.0 12.0 Walking Speed (ft/s) Peak Hour Factor 4.0 1.00 4.0 100 Percent Blockage 1 00 1 1.00 0 1.00 1 00 Right tum flare (veh) 180 20 110 5 10 Median type 35 None None 630 30 Pedestrians Median storage veh) 30 7 Upstream signal (ft) 2 Lane Width (ft) pX, platoon unblocked 12.0 VC, conflicting volume 58 12.0 Walking Speed (ft/s) 213 68 VCt, stage 1 cord Vol 4.0 vC2, stage 2 conf vol 4.0 Percent Blockage 3 vCu, unblocked vol 58 213 68 tC, single (s) 41 6.4 6.2 tC, 2 stage (s) IF (s) 2.2 3.5 3.3 p0 queue free % 100 None 87 84 cM capacity (veh1h) 1555 778 990 Volume Teta) 155 55 265 Upstream signal (ft) Volume Left 0 0 105 Volume Right 0 0 160 cSH 1555 1700 893 Volume to Capacity 0.00 0.03 0.30 1332 360 Queue Length 95th (ft) 0 0 31 537 Control Delay (s) 0.0 0.0 10.7 Lane LOS B Approach Delay (s) 0.0 0.0 10.7 Approach LOS B vCu, unblocked vol Average Delay 6.0 Intersection Capacity Utilization 31 1% ICU Level of Service A Analysis Period (min) 15 MM 1111098 AC Davis High SchooftAnalysislTralfi, OperabonslSynchro_SimTrafficlWith Projedl'Nith-ProjectPM_Davis High School.syn Synchro 7 - Report Page 7 DOC. INDEX # I-] HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 14: W Pine St & S 5th Ave 2015 Without -Project Weekday PM School Peak -.N 4- - 4- %\ t r `1 1 Average Delay 59.5 Intersection Capacity Utilization 69.4% ICU Level of Service Analysis Period (min) 15 M:111111098 AC Davis High SchoollAnalysislTrafBc OperationslSynchro_SimTrafii6fflh ProjectlWdh-ProjectPM_Davis High School syn Synchm 7 - Report Page 8 -=: - -41• - LaneCoefgurakm 46 ef� Volume IV") 180 20 110 5 10 10 35 520 10 25 630 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 100 100 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1 00 Hourly flow rate (vph) 180 20 110 5 10 10 35 520 10 25 630 30 Pedestrians 30 7 2 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 3 1 0 Right tum flare (veh) Median type None None Median storage veh) Upstream signal (ft) 480 954 pX, platoon unblocked VC, couggtng ttplu(ne, 11072 1332 360 1087 1342 274 690 537 vC1, stage 1 cbnf vol vC2, "e 2 cont vol it r, vCu, unblocked vol 1072 1332 360 1087 1342 274 690 537 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 41 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 86 82 96 93 99 96 98 cM capacity (vehlhI , 1�0 141 626 118 139 724 878 1028 VahtmeToW 310 25 295 270 340 345 Volume Lefl 180 5 35 0 25 0 Volume Righl 110 10 0 10 0 30 cSH 204 195 878 1700 1028 1730 Volume to Cepa* 152 0.13 0.04 0.16 0.02 0.20 Queue Loop 95th (1f) 482 11 3 0 2 0 Control Dalley (s) 299.5 26.1 1.5 0.0 0.9 0.0 Lane LOS F D A A Approach Delay (s) 299.5 26.1 0.8 0.4 Approach LOS F D Average Delay 59.5 Intersection Capacity Utilization 69.4% ICU Level of Service Analysis Period (min) 15 M:111111098 AC Davis High SchoollAnalysislTrafBc OperationslSynchro_SimTrafii6fflh ProjectlWdh-ProjectPM_Davis High School syn Synchm 7 - Report Page 8 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 15: W Tieton Dr & S 11 th Ave 2015 Without -Project Weekday PM School Peak - 411 4'F - Lane Configurations 4� 4f 4+ Volume (vehm) Volume (vph) 100 595 545 30 50 t40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 50 5.0 5.0 Lane Util- Factor 0.95 0.95 Grade 1.00 1.00 Frpb, ped/bikes 1.00 100 1.00 1.00 Flpb, pedlbikes 0% 1.00 1.00 1.00 1.00 1.00 Fit 1.00 1.00 0.99 1.00 1.00 0.85 Flt Protected 1.00 0.99 1.00 490 0.95 1.00 Sald. Flow (prot) 20 3446 3512 10 1770 1583 Flt Permitted Pedestrians 0.81 1.00 0.95 1.00 Satd Flow (perm} 2811 3512 1770 1583 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 100 595 545 30 50 140 RTOR Reduction (vph) 0 0 3 0 0 120 Lane Group Flow (vph) 0 695 572 0 50 20 Conn Peds.(#Ru) 0 9 1 Heavy Vehicles 1%) 4% 4% 2% 2% 296 2% Tum Type pm+pt Penn Protected Phases 7 4 8 Median type 2 None Permitted Phases 4 None 2 Actuated Green, G (s) 21.7 21.7 5.3 5.3 Effective Green, g (s) 21.7 21.7 5.3 5.3 Actuated g/C Ratio 0.59 0.59 0.14 0.14 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) pX, platoon unblocked 3.5 3.5 2.5 2.5 Lane Grp Cap (vph) 1649 2060 254 227 v/s Ratio Prot 513 0.16 532 c0.03 vls Ratio Perm 1240 c0.25 976 1245 335 0.01 vlc Ratio 0.42 0.28 0.20 0.09 Uniform Delay, dl 4.2 3.8 140 13.8 Progression Factor 1.00 1.00 100 1.00 Incremental Delay, d2 0.2 0.1 vCu, unblocked vol 0.3 0.1 Delay (s) 532 4.4 3.9 1226 143 13.9 Level of Service 1245 A A 4.2 B B Approach Delay (s) 4.4 3.9 65 14.0 75 Approach LOS 6.9 A A B HCM Average Control Delay 5.4 HCM Level of Service A HCM Volume to Capacity ratio tF (s) 0.38 2.2 Actuated Cycle Length (s) 3.5 37.0 3.3 Sum of lost time (s) 100 Intersection Capacity Utilization 3.3 p0 queue free % 51.2% ICU Level of Service A Analysis Period (min) 15 94 99 89 c Critical Lane Group 73 cM capacity (vehm) 1032 1035 MM 1111098 AC Davis High SchooMnalysi0raftic Operation0ynchro_SimTrafficlWith ProjectlWith-ProjectPM_Davis High School.syn Synchro 7 - Report Page 9 CJI CITY OF YAKIMA PLANNING DIV. HCM Unsignalized Intersection Capacity Analysis A.C. Davis High School 16: W Tieton Dr & S 7th St 2015 Without -Project Weekday PM School Peak 1-� �- k*\ t r` l Lane Configurations 411 4'F 4� 4+ Volume (vehm) 105 490 30 0 490 20 0 10 10 20 15 170 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly now rate (vph) 105 490 30 0 490 20 0 10 10 20 15 170 Pedestrians 77 3 12 3 Lane Width (ft) 12.0 12.0 120 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 6 0 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 812 pX, platoon unblocked vC, wnflic ing volume 513 532 1226 1240 275 976 1245 335 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 513 532 1226 1240 275 976 1245 335 tC, single (s) 4.2 41 75 65 6.9 75 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 90 100 100 94 99 89 90 73 cM capacity (vehm) 1032 1035 78 157 719 178 156 622 Volume Total 350 275 245 265 20 205 Volume Left 105 0 0 0 0 20 Volume Right 0 30 0 20 10 170 cSH 1032 1700 1035 1700 257 425 Volume to Capacity 0.10 0.16 0.00 0.16 0.08 0.48 Queue Length 95th (ft) 8 0 0 0 6 64 Control Delay (s) 3.4 0.0 0.0 0.0 20.2 21.1 Lane LOS A C C Approach Delay (s) 1.9 0.0 20.2 21.1 Approach LOS C C Average Delay 4.4 Intersection Capacity Utilization 652% ICU Level of Service C Analysis Period (min) 15 MM 1111098 AC Davis High SchoollAnatysislTrafflc OperabonslSynchro_SimTraf6clWith ProjedWrO-ProjeclPM_Davis High School.syn Synchro 7 - Report Page 10 HCM Signalized Intersection Capacity Analysis A.C. Davis High School 17: W Tieton Dr & S 5th Ave 2015 Wrlhout-Projed Weekday PM School Peak Lane Configurations ej Q + rj ♦ j+ Volume (vph) 355 15 175 5 55 0 90 175 15 20 335 375 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Uft Factor 0.95 0.95 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 Frpb. p+_r11b4ces 1.00 1.00 0.98 1.00 100 1.00 1.00 1.00 1.00 0.97 Flpb, Dedbkes 1.00 1.00 1.00 1.00 1.00 0.99 IN 1.0D 1.00 1.00 Fn 1.00 1.00 0.85 100 1.00 1.00 0.99 1.00 1,00 0.85 Fft Protected 0.95 0.96 1.00 0.95 1.00 0.95 1,00 0.95 1.00 1.00 Sah1 Flow(proq 1665 1675 1535 1805 1900 1789 3561 1783 188t 15% Fit Permitted 0.95 0.96 1.00 0.95 1.00 050 1.00 0.63 1.00 1.00 Satd Flory(perm) 1665 1675 1535 1805 1900 935 356t 1186 1881 1556 Peak -bout [actor, PRF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ad1IF- (vph) 355 15 175 5 55 0 90 175 15 20 335 375 RTOR Reduction (vph) 0 0 128 0 0 0 0 8 0 0 0 243 tape Group Flow (vph) 185 185 47 5 55 0 90 182 0 M 335 13.2 Conti, Pads. (Mr) 1 1 23 3 3 23 Heavy Vehicles M) 3% 3% 3% 0% 0% 0% 0% 0% 0% 1% 1% t% Turn Type spot Perm Spot Perm Perm Perm Protected Phases 6 6 4 4 2 2 Permitted Phases 6 2 2 2 Actuated Greer, G (s) 11.3 11.3 11.3 3.4 3.4 16.1 16.1 16.1 16.1 161 Effective Green, g (s) 11.3 11.3 11.3 3.4 3.4 16.1 16.1 16.1 16.1 16.1 Actuated g/C Ratio 0.25 0.25 0.25 0.07 0.07 0-35 0.35 0.35 035 0.35 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5,0 5.0 5,0 Vehicle Exteraian (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 20 Lane Grp Cap(vph) 411 413 379 134 141 329 1252 417 661 547 v/s Ratio Prot c0.11 0.11 0.00 c0.03 0.05 c0.18 vis Ratio Perm 0.03 0.10 0.02 0.08 vlc Ratio 0.45 0.45 0.12 0.04 0-39 0.27 0.15 0.05 0.51 0.24 Uniform Delay, d1 14.6 14.6 13.4 19.7 20.2 10.7 10.1 9.8 11.7 105 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.3 0.1 0.0 0.7 0.2 0.0 0.0 0.2 0.1 Delay (s) 14.9 14.9 135 19.7 20.9 10.8 102 9.8 11.9 10.6 Level of Service B B B B C B B A B B Approach Delay (s) 14.4 20.8 10.4 11.2 Approach LOS B C B B HCM Average Control Delay 12.5 HCM Level of Service B HCM Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 45.8 Sum of lost time (s) 150 Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group M:111111098 AC Davis High SchooMnalysiffraffic OperationslSynchro_SimTralficlWith PmjedWAh-ProjectPM_Davis High School.syn Synchro 7 - Report Page 11 DOC. INDEX # 1-1 C '0 Co CL Ott x W 2 ►,l DOC. INDEX # I-1 APPENDIX E: GEOTECHNICAL REPORT YAKIMA SCHOOL DISTINCT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER J Geotechnical Report DOC MEX # DOCUMENT DATE J-1 Geotechnical Report prepared by GN Northern, Inc. 01/27/2012 June 2011 Consulting Engineers REPORT G t' GEOTECHNICAL ST E INVESTIGATION f 'iECE1 Prepared for YAKIMA SCHOOL DISTRICT No. 007 104 NORTH 4" AVENUE RECEIVED YAKIMA, WASHINGTON JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Project Title A.C. DAVIS HIGH SCHOOL ADDITIONS & MODERNIZATION SW CORNER W. WALNUT STREET AND S. 6TH AVENUE YAKIMA, WASHINGTON GNN PROJECT NO. 211-170 Prepared by GN NORTHERN, INC. CONSULTING GEOTECHNICAL ENGINEERS YAKIMA, WASHINGTON 509-248-9798 AM JUNE 2011 €:'T.1 722 N 16`h Avenue, Suite 31 2618 W Kennewick Ave 11115 E. Montgomery Ste C 10623 N Government Way 4140 Westcliff Drive 81006 HWY 395_ I Yakima WA 98902 Kennewick WA 99336 Spokane Valley WA 99206 Hayden ID 83835 Hood River OR 97031 Hermiston OR 97838 (1 r,? 509/248-9798 509/734-9320 509-893-9400 208-772-2422 541/387-3387 541/564-0991''a 509/248-4220 Fax 509/734-9321 Fax 877-258-9211 Fax 877-258-9211 Fax 541/388-3388 Fax Visit our website at -vww.g northern.com Email: Rnoordiem nt, snnorth-cm,co DOC. INDEX # J-1 June 7, 2011 Yakima School District No. 007 104 N. 4"' Avenue Yakima, WA 98902 Attn: Mr. Scott Izutsu cc: Mr. Gary Wetch, Loofburrow Wetch Architects Subject: Report for Geotechnical Site Investigation A.C. Davis High School Additions & Modernization Yakima, Washington GNN Project Number: 211-174 Gentlemen: RECEIVED JAN 2 7 LC12 CITY OF YAKIMA PLANNING DIV At your request, We have completed a geotechnical site investigation for the referenced project located in Yakima, Washington. Based onthe findings Of our subsurface study, we conclude the propGsed site is suitable for the intended construction provided that our geotechnical recommendations presented in this report arefollowed during the design and construction phases of the project. This report describes in detail the results of our investigation., summarizes our. findings, and presents our recommendations. It is u' nportant that we provide consultation during the design, and field testing services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us at 509-248-9798. Respectfully submitted, Jesse D Graham, PE Project Geotechnical Engineer GN Nordiem Jola No.:'211-0 A.L. Davik High School Additions & -Modernization Inxran Nfagsi, PE Senior Geotechnical Engineer June 7, 2011 Yakima, WA DOC. INDEX # J-1 Table of Contents Page No. PURPOSE AND SCOPE OF STUDY 1 PROPOSED CONSTRUCTION 2 FIELD EXPLORATION 2 LABORATORY ANALYSIS 3 SITE CONDITIONS 4 SEISMIC CONSIDERATIONS 5 SUBSURFACE CONDITIONS 6 ENGINEERING ANALYSIS 9 CONCLUSIONS 9 GEOTECHNICAL RECOMMENDATIONS 10 CONTINUING SERVICES 21 LIMITATIONS 22 APPENDICES ■ Appendix I- Vicinity & Site and Exploration Maps Appendix II- Soil Boring Logs, Key Chart (for Soil Classification) ■ Appendix III- Site and Exploration Photographs Appendix IV- Laboratory Testing Data Appendix V- Washington Department of Ecology Well Logs A Appendix VI- Site Specific Seismic Spectral Curve + Appendix VII- Settlement Analysis Worksheet • Appendix VIII- Foundation Design Details + Appendix IX- Preliminary Soils Investigation Report for SEPA and Conditional Use Process RECEIVED JAN 2 7',iz CITY OF YAKIMA PLANNING DIV. DOC. INDEX # J-1 RECEIVED ,JAN 2 7 in -u12 CITY OF YAKIMA PLANNING DIV, PURPOSE AND SCOPE OF STUDY <% Northern, Inc This report presents the results of a geotechnical soils study for additions and renovations to the existing A.C. Davis High School campus located at the southwest corner of S. 6t' Avenue and W. Walnut Street in Yakima, Washington. The site location is shown on the Vicinity Map (Figure 1) in Appendix I. The geotechnical study was conducted for the purpose of developing recommendations for grading, building foundations and slabs, and pavement sections in the parking and driveway areas for the proposed development. GN Northern (GNN) previously completed and issued the following reports related to the overall planned development: 1. A preliminary soils investigation for SEPA and conditional use purpose titled "Report of Limited - Preliminary Subsurface Soil Investigation; A.C. Davis High School Modernization & Additions Project", dated November 16, 2010, GNN Job No. 210-977. 2. An environmental assessment report at the proposed project site titled " Limited Phase II Environmental Site Assessment Report dated December 6, 2010, GNN Job No.: 110-713. 3. Geothermal Feasibility Study dated December 23, 2010, GNN Job No.: 210-977. Information from these reports, in conjunction with information collected in this geotechnical study, were used to present the recommendations contained in this report. A copy of the "Preliminary Subsurface Soil Investigation; A.C. Davis High School Modernization & Additions Project" report is also attached in Appendix IX following this report. A field exploration program consisting of six (6) geotechnical soil borings within the proposed development area was performed to obtain information on subsurface conditions. The exploratory soil borings were located by our field engineer in the field based on accessibility and the proposed boring locations provided by Mr. Wetch of Loofburrow Wetch Architects, and are shown on Figure 3 (Appendix I). Soil borings completed during prior investigations have also been included. The geotechnical study was conducted in accordance with our "Proposal for Geotechnical Soils Investigation" dated May 11, 2011. Authorization to proceed was signed by Mr. Scott Izutsu on May 13, 2011 and received via email on May 16, 2011 from Mr. Gary Wetch of Loofburrow Wetch Architects. GN Northern Job No.: 211-170 1 June 7, 2011 A.C. Davis High School Additions & Modernization DOC. INDEX Yakima, WA # J-1 RECEIVEn JAN 2 7 "'_ +2 Not them, Imo. CITY OF YAKuviA P, INKNG DIV. Results of the field exp oration were analyzed to develop recommendations for site grading, foundation and floor slab design and construction, and parking lot and driveway pavement sections. Detailed soil boring logs are presented in Appendix II. PROPOSED CONSTRUCTION We understand that the proposed structures and renovations will significantly alter the current layout of the campus. The proposed buildings include new classrooms located on the site of existing parking areas and an apartment building located west of 7t' Avenue, new gym and athletic facilities located generally in the area of the existing temporary classroom facilities south of the southeast corner of 7t' Avenue and Spruce Street, a new administration/library and classroom building to replace the current structure along 7t' Avenue between Walnut and Spruce Streets and modifications to other existing buildings on campus. In addition to the new structures, changes to grading as well as demolition of some existing structures will be required. As per the "Conceptual Building Plan- Overall" provided by Loofburrow Wetch Architects dated April 28, 2011, 7th Avenue is expected to be closed to vehicular traffic and an entry plaza and pedestrian sky bridge will be constructed. New structures are expected to vary in height and loading conditions but are not expected to exceed three (3) stories. Although loading conditions were not provided to us, based on our experience with structures of similar size, we expect maximum wall loading to be on the order of 4,500 plf and column loads to be on the order of 160 kips. New pavement areas are assumed to handle significant passenger vehicle traffic and school bus loading with occasional delivery trucks. FIELD EXPLORATION Six (6) geotechnical soil borings were completed at the site on May 19, 2011 using a Diedrich D-60 truck -mounted drill rig, utilizing an 8 inch outside diameter hollow -stem augers. Holocene Drilling performed the soils drilling under a subcontract to GN Northern. The locations of soil borings were selected by GNN's project engineer based on drilling location accessibility and proposed boring locations provided by Mr. Wetch. Prior to drilling, locations were marked by a representative of GNN and Gerald Stiner of Loofburrow Wetch Architects. A private utility locate was conducted by Utilities Plus in addition to a public utility locate to identify underground utilities. Soil borings were located using rough pacing and visual reference to on-site features. The approximate locations of the borings are GN Northern Job No.: 211-170 2 A.C. Davis High School Additions & Modernization DOC. INDEX # J-1 June 7, 2011 Yakima, WA gECEIVED 'AN 272,C12 .,�fY OF YAKIMA Northern, Inc. PLANNING DIV. shown on Figure 3 (Appendix I). Approximate field GPS coordinates were recorded for each boring locations and were generally accurate to 9 feet. Detailed boring logs are included in Appendix lI along with a soil classification Key Chart. Two (2) soil borings (labeled EB -1 and EB -2) completed on November 16 & 17, 2010, as part of the extended Phase I ESA between the existing commercial buildings located at the southwest corner of 7fl' Avenue and W. Walnut Street are also located in Appendix II. All other borings competed as part of the preliminary soils investigation for SEPA/condition use application purpose are presented in Appendix IX following this report. The soils observed during our field exploration were classified according to the Unified Soil Classification System (USCS), utilizing the field classification procedures as outlined in ASTM D2488. A copy of the USCS Classification Chart is included in Appendix II. Depths referred to in this report are relative to the existing ground surface elevation at the time of our field investigation. The surface and subsurface conditions described in this report are as observed at the site at the time of our field investigation. LABORATORY ANALYSIS Samples obtained during the field exploration were taken to our Yakima, Washington laboratory, where they were visually classified in accordance with ASTM D2487, which is based on the Unified Soil Classification System. Representative samples were selected for testing to determine the engineering and physical properties of the soils in general accordance with ASTM procedures. Laboratory tests performed included: Test To Detenni,ne Particle Size Distribution Soil classification based on proportion of sand, (ASTM D422) silt, and clay -sized particles Moisture Content In-situ moisture content of on-site soils (ASTM D 2216) Atterberg Limits ASTM D4318 Plasticity index of soil Additional laboratory testing results from the previous site investigations were referred to aid in soil classification and geotechnical analysis. GN Northern Job No.: 211-170 3 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JANi 2 7 2012 Na,Ihejn, Inc. CITY OF YAKIMA PLANNING DIV. Representative soils tested generally consist of sandy and gravelly soils with varying amounts of silt. Sieve analysis of tested soils indicate 19 to 68% gravel (those materials between the U.S. No. 4 and 3 - inch square sieve) and 6 to 40% fines content (those materials passing the U.S. No. 200 sieve). It shall be noted that due to the sampling techniques utilized in the field investigation (standard penetration testing utilizing a standard split spoon sampler) gravel larger than 1-518 inch in diameter could not be retrieved. Soils encountered in the auger spoils contained a significant amount cobbles and small boulders up to 6 inches in nominal diameter. Moisture content of the soils tested was on the order of 3 to 17%, by weight. Soils tested from the borings exhibit non -plastic to low plasticity with liquid limits ranging from non -plastic to 48 and plastic indices between non -plastic and 16. Results of laboratory tests from this investigation are included in the Appendix IV. Laboratory testing from the previous investigations indicated similar results with gravel content ranging from 35 to 72% and fines content ranging from 5 to 18%. Moisture content of the soils samples tested from the same investigation was on the order of 4 to 9% by weight. SITE CONDITIONS The renovations and new structures associated with the A.C. Davis High School project are to be located within the existing campus and properties currently developed with commercial and residential structures west of 7th Avenue. The campus is located in the southeast quarter of Section 24, Township 13N and Range 18E of the Willamette Meridian in the City of Yakima, Yakima County, Washington. The new improvements to the campus will extend from the southwest corner of W. Walnut Street and S. 6t' Avenue west to an existing alleyway and south to Pine Street. The current campus structures are generally masonry and cast -in-place concrete buildings and are two to three stories high. Several smaller wood frame structures (portables) are present south of the main campus and are expected to be removed in their entirety as part of the planned development. The commercial buildings west of 7t' Avenue consist of single -story, slab -on -grade structures with masonry wall construction. The apartment complex located west of 7th Avenue consists of a two-story masonry structure with a basement extending approximately 5 feet below current exterior grades. Additionally, a single -story, wood frame house is located between the commercial buildings and apartment complex west of 7th Avenue. Based on information ascertained during the Phase I ESA, a former gas station was GN Northern Job No.: 211-170 4 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2012 ARM -Northern, Inc: CITY OF YAKIMA PLANNING DIV. located at the eastern commercial structure located at the southwest comer of 7t' Avenue and Walnut Street. It is unknown at this time if the presumed underground storage tanks (USTs) associated with the gas station were removed or not. Recommendations are provided anticipating that USTs are encountered during the site development. The entire new campus development is bound on the north by W. Walnut Street followed by existing commercial developments, on the south by W. Pine Street followed by the existing athletic fields, on the east by the former alignment of 6t' Avenue followed by a carwash, and an existing park and on the west by a paved alley followed by houses. The ground elevation varies across the school campus site, the northwest corner being on a higher elevation and the southeast corner estimated to be 15-18 feet lower. Several photos of the current site are presented in Appendix III, following this report. Regional Geology Yakima lies on the Columbia Plateau, a broad plain situated between the Cascade Range to the west and the Rocky Mountains to the east. The Columbia Plateau was formed by a thick sequence of Miocene Age theolitic basalt flows, called the Columbia River Basalt Group that erupted from fissures in north central and northeastern Oregon, eastern Washington, and Western Idaho. Subsurface materials in the vicinity of the City of Yakima include basalt flows from the Wanapum and Saddle Mountain Basalt Formations, interbedded with fluvial-lacustrine deposits of the Ellensburg and The Dalles Formations. Surface sediments consist of localized deposits of gravel, sand, and silt deposited by the ancestral Columbia River. Surficial deposits consist of Plio-Pleistocene loess, silt, and fine-grained sand. Based on the soils encountered on site and the relative location of the site to the current flow of the Yakima and Naches Rivers, it appears that the site is located over an ancestral channel of the Yakima River. SEISMIC CONSIDERATIONS As per the 2009 International Building Code (IBC), a site class `C' may be used for seismic design purposes. Site Class `C' corresponds to dense soils. The following site specific design values may be used: GN Northern Job No.: 211-170 5 A.C. Davis High School Additions & Modernization DOC. INDEX # J-1 June 7, 2011 Yakima, WA RECEIVED JAN 2 7 2012 CITY OF YAKIMA<!;_N rthern, Inc. PLANNING DIV. Seistnic Design Parameter Value (unit) Ss 0.523 ) S1 0.176 Fa 1.191 unit less F, 1.624 unit less) SMS 0.623 SMI 0.286 SDS 0.415 (g) SDI 0.191 The following list provides information regarding earthquakes within the past 20 years for epicenters within 100 miles of Yakima (city center), Washington (list courtesy of www.city-data.conx)- listed by magnitude : Date of Event Magnitude Distance from Yakima April 29, 1965 6.6 98.6 February 14, 1981 5.5 73.7 October 8, 2006 4.7 53.7 June 18, 1994 4.3 79.0 May 20, 1995 4.2 69.8 October 9, 1998 4.0 28.5 Due to the dense gravelly soils present at shallow depths, liquefaction and lateral spreading does not pose a concern to the planned campus improvements. SUBSURFACE CONDITIONS The subsurface soil conditions varied slightly across the site. Generally soils consisted of a thin veneer of silty sand topsoil on the order of 2 to 4 inches thick underlain with sandy and gravelly soils with varying amounts of silt fines. Due to the changes in topography (both man-made and natural) across the site no consistent thicknesses of soil layers can be assigned. Soils encountered in this investigation were similar to those, encountered in previous explorations conducted by GNN. Soil borings from this investigation are discussed individually herein. Soil boring logs from this investigation are presented in Appendix III. Boring logs from previous investigations are also presented in both Appendix III and IX. Boring B-1 was located at the west side of the existing apartment complex. Soils consisted of approximately 5 inches of gravel aggregate top course underlain with approximately 3.5 feet of poorly - graded sandy fill soils. Fill soils were confirmed by the presence of old bricks and other construction GN Northern Job No.: 211-170 6 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2012 �..11%rthern, Inc:. CITY OF YAKIMA PLANNING DIV. debris in the upper 4 feet and were medium dense with cobbles up to 4 inches present in the auger cuttings. Fill soils were underlain with blackish brown, moist, dense to very dense, well graded gravel with silt and sand soils (GW -GM). Blowcount `N -values' in boring B-1 ranged from 30 to 50+, indicating a dense to very dense relative density. Auger refusal on cobbles was encountered at 7.5 feet BGS. Boring B-2 was located near the northeast corner of the temporary, wood frame structures south of the main campus. Soils in boring B-2 consist of approximately 4 inches of silty topsoil with grass roots underlain with very dense, blackish brown, dry, silty gravel with sand (GM) and cobbles up to 5 inches present in the auger cuttings. Blowcount `N -values' in boring B-2 were all 50+, indicating a very dense relative density. Auger refusal on cobbles was encountered at 7.5 feet BGS. Boring B-3 could not be completed due to overhead utilities in the proposed area. Boring B- 4 was completed approximately 75 feet south of boring B-2 and consisted of approximately 2 inches of silty topsoil with grass roots underlain with medium dense to dense, blackish brown, moist, poorly graded gravel with silty and sand (GP -GM) and cobbles up to 5 inches present in the auger cuttings. Blowcount `N -values' in boring B-3 were ranged from 27 to 31 indicating a medium dense to dense relative density. Auger refusal on cobbles was encountered at 7.0 feet BGS. Boring B-5 was completed near the southeast corner of the existing gymnasium. An underground concrete utility vault was located approximately 4 feet from the boring location. Fill soils are likely present in the backfill zone surrounding the vault. Soils in boring B-5 consisted of approximately 4 feet of loose, brown, moist, silty sand with gravel (SM) with significant organic content (grass roots) in the upper 9 inches. Silty sand soils were underlain with very dense, blackish brown, dry to moist, poorly graded gravel with silt and sand (GP -GM). Cobbles up to 4 inches in nominal diameter were present in the auger cuttings. Drilling became significantly more difficult from 6 feet BGS to the bottom of the boring at 11 feet BGS where auger refusal on cobbles was encountered. Blowcount `N -values' ranged from 8 blows per foot in the upper silty sand material to 50+ in the underlying gravel soils. GN Northern Job No.: 211-170 7 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN ?, 7 2012 CITY OF YAKINIA Nos them, Inc. PLANNING DIV. C;r Boring B-6 was completed near the tennis courts on the east side of the campus. Soils in boring B-6 consisted of approximately 6.5 feet of medium dense, brown, dry to moist, silty sand with gravel (SM). Silty sand soils were underlain with very dense, blackish brown, dry, poorly graded gravel with silt and sand (GP -GM). Auger refusal on cobbles was encountered at approximately 11 feet BGS. Blowcount `N -values' ranged from 12 to 14 blows per foot in the upper silty sand material to 50+ in the underlying gravel soils. Boring B-7 was completed in the grassy area between the sidewalk and S. 7a' Avenue near the northwest corner of the existing campus. Soils in boring B-7 consisted of approximately 4 inches of organic rich, silty sand topsoil underlain with approximately 1 foot of loose to medium dense, brown, moist, silty sand (SM). Silty sand soils were underlain with dense to very dense, blackish brown, dry to moist, poorly -graded gravel with silt and sand (GP -GM). Cobbles up to 4 inches were present in the auger cuttings and soils became increasingly difficult to drill at 5 feet BGS. Auger refusal on cobbles was encountered at approximately 11.4 feet BGS. Blowcount `N -values' ranged from 37 to 50+ blows per foot in the underlying gravel soils. Detailed logs of the soil borings completed are presented in Appendix II. Photos of the soil borings are presented in Appendix III. Groundwater Groundwater was encountered during the extended phase I ESA in soil borings at approximately 34 feet below existing ground surface (BGS) on November 16, 2010. This boring (EB -1) was completed near the existing commercial buildings near the southwest corner of W. Walnut Street and S. 7t' Avenue. Based on information provided by others groundwater may be encountered at depths of about 17 feet BGS on the east side of the campus. Absolute groundwater elevations (as measured from mean sea level) are expected to remain constant across a majority of the site. A groundwater depression on the order of several feet is expected near the existing water well located near the existing carwash east of the campus. Other unknown active wells, if present, will produce similar depressions in groundwater surface levels. Numerous factors contribute to groundwater fluctuations, and evaluation of such factors is beyond the scope of this report. GN Northern Job No.: 211-170 8 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2012 Northern, Irba CITY OF YAKIMA G DI Several well logs from the surrounding area are %prreNslen�EEd in. Appendix V. It shall be noted that groundwater depth is relative to the existing ground surface at the time of the well completion, making it difficult to accurately predict true groundwater elevations. Based on the well logs, groundwater appears to range between 20 and 35 feet below existing grades across the site. Groundwater levels are expected to be more shallow near the lower elevation areas at the southeast corner of the improvements. Groundwater is expected to flow east-southeast in the immediate vicinity of the site toward the Yakima River. Detailed descriptions of groundwater conditions and regional groundwater flow are discussed in our Geothermal Feasibility Study completed for the Yakima School District (GNN Job No.: 210-977; dated December 23, 2010). ENGINEERING ANALYSIS We performed calculations to estimate the allowable bearing capacity of the on-site subgrade soils and to estimate the settlement that would result from shallow spread footings being placed at a depth of 24 inches (frost depth). Improvements to the bearing zone soils will be required due to: re -grading of the site; existing unsuitable fills on certain portions of the site; relatively loose or week soil zones (as encountered in borings B-5 and B-6); and the demolition of the existing structures will disturb the subsurface soils, and backfill of underground utilities. Further analysis was completed to provide for economical pavement sections for the parking areas and driveways. CONCLUSIONS We conclude that the site is geotechnically suitable for the proposed development provided that our geotechnical recommendations are followed during the design and construction phases of the project. Grading plans were not provided at the time of the writing of this report, however it is assumed that any re -grading of the site will approximately match existing topography with minimal cut and fill. Settlement of existing concrete structures on campus has been noted and is indicative of an uncontrolled fill material or a soft soil layer within the upper 50 feet. Review of existing well logs in the area indicate isolated pockets of soft soils present within the upper 75 feet. Hence, GNN recommends an additional boring be completed in the area after demolition of the large classroom building located along 7`h Avenue after the uncontrolled fill has been excavated and removed. Additionally, GN Northern recommends drilling technique such as air -rotary shall be utilized to pass through the gravel and cobble GN Northern Job No.: 211-170 9 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED ,14N' -P 7 2G12 CITY OF YAKIMANftNorthern, Inc PLANNING DIV. laden upper soils and explore the underlying soils. If soft soils are encountered, GNN will provide further recommendations regarding foundation design and site improvement. The recommendations provided herein are based on soils encountered during the site investigations (dense to very dense gravel soils with varying amounts of sand and silt). Special care shall be exercised during the removal of the existing buildings, underground utilities and any possible underground storage tanks to limit the disturbance to native soils. Proper and approved backfill placement and compaction is essential to minimize settlement potential. Foundations founded partially on structural fill and partially on native soils are not recommended and may lead to differential settlement and cracking problems throughout the life of the proposed structures. Careful monitoring during the demolition and grading processes will be required by GNN representatives to ensure proper soil conditions are maintained below all footings and structural elements. We further conclude that a conventional spread footing with slab -on -grade floor construction is appropriate for the proposed buildings. Proper subgrade preparation is a key element for foundation and slab placement. Specific recommendations regarding subgrade preparation are presented in this report. GEOTECHNICAL RECOMMENDATIONS Due to the significant alterations to the site, including removal of several buildings and re -grading of the site, improvements to the bearing soils will be required in areas of the proposed new structures and areas of proposed parking. Removal of the existing structures and associated underground utilities will disturb the underlying soils and create voids, increasing the possibility of unacceptable amounts of settlement. During excavation, utilities such as underground storage tanks and associated piping are likely to be encountered. Special care will be required when backfilling these areas to limit the potential of settlement. GNN recommends that 12roposed structures shall be founded on shallows read footings bearing on a minimum 18 inches of compacted crushed rock structural fill extendingtdisturbed native dense to very dense gavelly soils. The structures shall bear on a uniform material type (i.e. all on structural fill extending to the very dense gravelly soils). Zones of relative loose soils units (refer to soils conditions in B-5 and B-6) may extend to depths of about 6.5 feet BGS; these silty sand with gravel soil shall be removed and the crushed rock structural fill unit shall extend to the dense gravels. Recommendations regarding foundation zone improvements are further outlined below. The following GN Northern Job No.: 211-170 10 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED CITY OF Y'AKIMA M1116rthern, Inc. PLANNING DIV. geotechnical recommendations are based on our current understanding of the proposed project. Some improvements will be necessary in the areas of the proposed pavement as well to avoid long term cracking and accelerated wear. We recommend that we be engaged to review the final project plans in order to provide revised, augmented, and/or additional geotechnical recommendations as necessary. Site and Subgrade Preparation Several existing structures are to be removed from the site in their entirety. Re -grading of the site will also require the removal of asphalt and concrete pavements, several large tree and bushes and removal or alteration of existing underground utilities. Removal of structural and landscaping elements will require special care and monitoring to ensure all deleterious materials have been removed from site and replaced with appropriate fill material. The demolition contractor shall not introduce above grade debris/organic materials into the subgrade during removal of the structures. All wood, drywall, and other above grade building materials shall be removed from the site. In areas of expected new structures, all existing foundation and bearing elements must be removed in their entirety along with any soils disturbed during demolition. Basement slabs shall be removed entirely from the site if they are within the footprint of new structures. Any loose and/or disturbed soils shall be removed along with any underground utilities or foundation elements. Where backfill is required, crushed rock structural fill, conforming to the specifications outlined below, shall be placed in uniform lifts not greater than 8 inches and compacted to at least 95% of the maximum dry density as determined by ASTM D 1557. If existing underground utilities extend below the bottom of proposed new footing and/or slabs, the utilities shall be removed and the disturbed subgrade areas shall be completely removed and backfilled with compacted imported crushed rock structural fill as outlined in the `Imported Structural Gravel Fill' section, below. Existing pipes shall be rerouted, completely removed from the areas of improvement or may be backfilled using a lean cement grout (<500 psi). GNN recommends that all abandoned utility pipes larger than 8 inches be completely removed from the building footprint. In areas of proposed pavement areas, existing concrete building materials may be crushed (and recycled) and left in place, provided the contractor can demonstrate a thorough demolition of structural elements. To ensure proper compaction of the subgrade soils below pavements, all crushed structural elements GN Northern Job No.: 211-170 11 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2012 CITY OF YAKIMA M1116rthern, Inc: PLANNING DIV. shall be reduced to a maximum nominal diameter of 3 inches. Additionally, all construction debris from the demolition areas shall be stripped from the upper 18 inches prior to placement of aggregate base course (A.B.). If reinforcing steel is encountered during demolition, the entire element shall be removed from site, regardless of location. The contractor shall be made aware of potential underground utilities and potential underground storage tanks- especially near the southwest corner of W. Walnut Street and S. 7t' Avenue, given the former nature/land use of the site. All underground storage tanks shall be removed in their entirety. GNN shall be consulted if USTs are encountered on site to provide further recommendations regarding removal in conformance with Washington State Department of Ecology (DOE) standards. UST excavations shall be backfilled with structural fill, placed in thin lifts and compacted to at least 95% of the maximum dry density as determined by ASTM D1557. Areas utilized for future paving shall be scarified to a minimum depth of 18 inches below final grades to ensure all construction debris has been removcd from site. Areas subject to future paving shall be compacted to a minimum of 95% of the maximum dry density as determined by ASTM D1557 prior to placing aggregate base course. Any soft areas or disturbed soils shall be removed in their entirety and replaced with compacted, aggregate base course material. Grading contractors shall make allowances for placement of a minimum of 18 inches of imported crushed rock structural fill under all foundation and slab -on -grade elements and placement of aggregate base course (A.B.) under all paved areas as outlined below. Prior to placement of imported crushed rock below foundation and/or slabs, subgrade within the proposed building and pavement areas shall be proof rolled, in the presence of a representative of our geotechnical engineer, with appropriate rubber -tire mounted heavy construction equipment or a loaded dump truck. Any soft, yielding soils must be removed to a stable subgrade and/or repaired with structural gravel fill. It is expected that significant amounts of fill will be required in the areas of basement (current apartment building footprint) and/or UST backfill. Prior to placement of backfill material, existing soils shall be GN Northern Job No.: 211-170 12 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 DECEIVED JAN 2 7 2012 CITY OF YAKIMA Northern, Inc. PLANNING DIV. compacted in place using appropriate compaction techniques to achieve a firm, uniform, non -yielding state. Backfill may consist of recycled crushed concrete meeting the gradation limits of Washington State Department of Transportation (WSDOT) Standard Specification section 9-03.14(2), Select Borrow with maximum size not to exceed 3 inches or imported gravel material conforming to WSDOT section 9-03.14(2), Select Borrow with maximum size not to exceed 3 inches. Fill materials shall be placed in loose uniform lifts not greater than 8 inches and compacted to 95% of the theoretical maximum dry density as determined by ASTM D1557. Compaction Requirements for Structural Fill All fill or backfill shall be approved by our geotechnical engineer, placed in uniform lifts and compacted to the following minimum compaction values as determined by ASTM D1557. The following compaction requirements shall be followed with greater detail provided in the following sections: Material Types Compaction Requirement Structural Gravel Fill 95% of ASTM D 1557 Structural Fill for Building Pad 95% of ASTM D 1557 Footing Subgrade 95% of ASTM D 1557 Slab Subgrade 95% of ASTM D 1557 Utility Trenches See Utility Excavation Below The compaction effort must be verified by a representative of our geotechnical engineer in the field using a calibrated nuclear density gauge in accordance with ASTM D 6938; non testable size fill materials shall be visually inspected by a representative of our geotechnical engineer during proof - rolling. The thickness of the loose non -compacted lift of structural fill shall not exceed 8 inches for heavy-duty compactors or 4 inches for hand operated compactors. Imported Structural Gravel Fill Structural gravel fill shall consist of imported, well -graded, crushed rock material meeting the grading requirements of Washington State Department of Transportation (WSDOT) Standard Specification 9- 03.9(3), 1-1/4 inch minus Crushed Surfacing Base Course, presented here: GN Northern Job No.: 211-170 13 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN272, CITY OF YAKIMA PLANNING DIV. Northern, Inc. WSDOT Standard Snee_ 9-03.9(3) (1-1/4" mimic C'rnshed CnrfaPina Race Cn1:rwl Sieve Size Percent Passing (by Wei t) 1 1/ Inch Square 100 1 Inch Square 80-100 5/8 Inch Square 50-80 U.S. No. 4 25-45 U.S. No. 40 3-18 U.S. No. 200 Less than 7.5 Additionally, the contractor may elect to use a 6 inch leveling course immediately below foundation elements. The leveling course may be considered as part of the minimum of 18 inches of structural fill to be placed directly below footings and shall consist of WSDOT Standard Specification 9-03.9(3), 3/ -inch minus Crushed Surfacing Top Course, presented below. Leveling course material shall be compacted to 95% of the theoretical maximum dry density as determined by ASTM D1557. WSDOT Standard Spec. 9-03.9(3) (3/4" minus Crushed Surfacing Top Course) Sieve Size��;,Percent Passing, (b Weight) 3/ Inch Square 100 %2 Inch Square 80-100 U.S. No. 4 46-66 U.S. No. 40 8-24 U.S. No. 200 Less than 10 A fifty (50) pound sample of the each imported fill material shall be presented to GN Northern prior to placement to ensure proper gradation and establish the moisture -density relationship (proctor curve). Recycled crushed concrete, free of reinforcing steel, may be used as fill and backfill of the basement, backfill of USTs cavity, as well as sub -base for raising new parking areas. Concrete shall be crushed to meet the gradation limits of Washington State Department of Transportation (WSDOT) Standard Specification section 9-03.14(2), Select Borrow with maximum size not to exceed 3 inches. Suitability of the On-site Soils On site native soils consist of sandy and gravelly soils with varying amounts of fines (silt) and cobbles. Granular soils may be used as general fill and backfill, structural fill for raising low areas, and constructing building pad provided all oversized material (larger than 3 inches in diameter) is selectively GN Northern Job No.: 211-170 14 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2C12 CITY OF YAKIMANos them, Inc PLANNING DIV, removed prior to placement. Native soils shall not be used as structural fill directly under structural and foundation elements, only imported crushed rock shall be used. Soils with significant amounts of silt may require careful control of moisture content and have a tendency to rut and/or pump when moisture contents are beyond optimum. Subgrade Protection The degree to which construction grading problems develop is expected to be dependant, in part, on the time of year that construction proceeds and the precautions which are taken by the contractor to protect the subgrade. The upper silty soils present in isolated areas on site, which will be exposed by the subgrade preparation operations, are considered to be moisture and disturbance sensitive due to their silt content and may become unstable (pumping) if allowed to increase in moisture content and are disturbed (rutted) by construction traffic if wet. The soils are also susceptible to erosion in the presence of moving water. The site shall be graded to prevent water from ponding within construction areas and/or flowing into excavations. Accumulated water must be removed immediately along with any unstable soil. Foundation concrete shall be placed and excavations backfilled as soon as possible to protect the bearing grade. Temporary Excavations While it is the responsibility of the contractor to provide safe working conditions in connections with subsurface excavations, for excavation purposes, the native gravelly and sand soil at the site classify as Type C in accordance with the OSHA classification system. Temporary side slopes shall not be steeper than 1.5H:1 V (horizontal to vertical). All excavations deeper than 4 feet must either be sloped or utilize approved box shoring. Deeper excavations may require external support such as shoring or bracing to provide excavation bank and bottom stability. Utility Excavations Utilities shall be placed on bedding material which meets the manufacturer's specification. Placement of bedding material is particularly critical where maintenance of precise grades is essential. Backfill placed within the first 12 inches above utility lines shall be compacted to at least 90 % of the maximum dry density as determined by ASTM D 1557, such that the utility lines are not damaged during backfill placement and compaction. In addition, rock fragments greater than 1 inch in maximum dimension shall GN Northern Job No.: 211-170 15 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2G12 Northern, Inc. CITY ee OF ,,YAKIMA be excluded from this first lift. The remainder o?`''4ile "urtiTity� excavations shall be backfilled and compacted to 95 % of the maximum dry density as determined by ASTM D 1557. Building Foundation Bearing Zone/Bearing Capacity The design and construction criteria presented below shall be observed for a spread footing foundation system. The construction details shall be considered when preparing the construction documents. Based on the findings of our field exploration and anticipated re -grading of the site, all footings shall bear on a minimum of 18 inches of compacted crushed rock structural fill extending to the native dense gravelly soils. The native gravelly soils are expected at depths of 12 and 36 inches below bottom of the new footings. (Note: the upper 6 -inch layer of 1 -1/4 -inch minus crushed rock material may be substituted with 3/4 -inch minus leveling course material). All foundation elements shall be a minimum of 24 inches below nearest exterior finished grade to provide adequate protection against frost action. Furthermore, footing trenches shall extend a minimum of 12 inches beyond edge of footing on all sides. It is imperative that all foundation elements be founded on uniform soils (i.e. on compacted imported structural fill). Failure to found footings on similar materials may lead to differential settlement and cracking problems. Foundations may be designed for an allowable soil bearing capacity of 4,000 psf, provided continuous strip -type footings do not exceed 8 feet in width. Trench footing construction is considered suitable provided the excavations remain stable. We estimate the total settlement for footings constructed on compacted structural gravel fill to be less than 3/ inch, with differential settlement less than half that magnitude. The estimated differential movement is anticipated to result in an angular distortion on the order of 0.003 inches per inch on the basis of a minimum clear span of 20 feet. The maximum estimated total and differential movement is considered within tolerable limits for the proposed structures, provided that the structural design adequately considers this distortion. Minimum spread footing width for continuous footings and isolated column pads shall be controlled either by applicable Building Codes or by the allowable bearing pressure cited above, whichever is more restrictive. GN Northern Job No.: 211-170 16 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima. WA DOC. INDEX # J-1 RECEIVED JAN 2 7 2C12 CITY OF YAKIMA 41%ftWarthern, Inc. PLANNING DIV. Lateral forces on foundation from wind and seismic loading would be resisted by friction at the base of foundations and passive earth pressure against the buried portions. A one-third (33%) increase in these values may be used for short duration wind and seismic loads. We recommend a passive earth pressure in compacted structural backfill of 250 pcf. This lateral foundation resistance value includes a factor of safety of 1.5. The maximum recommended allowable passive pressure is 2,000 psf. We recommend a coefficient of friction of 0.35 be used between cast -in-place concrete and imported crushed rock fill. An appropriate factor of safety shall be used to calculate sliding resistance at the base of footings. New foundations shall be designed to minimize overlapping of bearing pressures zones. New structures placed near existing structures shall be designed as isolated structures and not tied structurally into existing structures. When placing new footings adjacent to an existing structure the line from the base of the new footing to the edge of the old footing shall be 45 degrees or less with the horizontal plane. From this, it follows that the lateral distance from the face of the new footing to the face of the existing footing should be greater than the difference in the elevation of the two footings. This offset approach should produce conservative pressures in that zone with contributions from more than one footing. This scenario is applicable when new footing is located higher than the existing footing. The second scenario is when an existing footing is higher than the new footing. This condition may create a soil bulge from loss of lateral support of soil wedge beneath existing footing. If the new footing is lower than the existing footing, there is a possibility that the soil may flow laterally from beneath the existing footing. This may result in settlement cracks in the existing building footings. This problem is difficult to analyze however an approximation of a safe depth and a safe lateral distance can be made from soil properties such as cohesion, angle of internal friction, and the vertical pressure from the existing footing. The design team should contact GN Northern for further recommendations if this scenario occurs. Proposed new footings running parallel and at the same bottom of footing elevation to existing foundation elements shall be separated such that a minimum clear area of 1.25 times the footing. width exists between foundation elements. GN Northern Job No.: 211-170 17 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED ,JAN 2 7 'L -G12 CITY OF YAKIMA 4NNorthern,finc. PLANNIZ 0IV. Proposed new footings running perpendicular to existing footings may be placed directly against existing footings but shall not be tied structurally to each other. Foundation element details are presented in Appendix VIII following this report for clarification on placement and offset of footings. A representative of our geotechnical engineer shall observe all footing excavations and check the placement and compaction of structural gravel fill prior to concrete form placement. Slab -on -Grade Floor Surficial soils shall be stripped from the site as required for removal of any construction debris, organic soils and/or those soils disturbed by the demolition process of the existing building as outlined above. Based on the findings of our field exploration and re -grading assumptions, either silty sand with gravel (SM) or silty gravel with sand (GM) will likely underlie any new slab -on -grade construction. Either soil will provide adequate support for all anticipated floor loading conditions. Given the nature of the native soils, scarification and re -compaction is not recommended. Instead, areas of slab -on -grade construction shall be proof rolled in place using a smooth drummed roller to create a unifoi7n, non -yielding, firm surface. GN Northern recommends a minimum 6 inch leveling pad consisting of 3/ inch minus crushed rock be placed below all concrete slabs. The leveling pad will additionally create a capillary break below slabs to aid in the reduction of vapor drive through the slab. However, if silty soils with little sand or gravel is encountered in areas of slab -on -grade construction, GN Northern recommends that subgrade soils shall be scarified a minimum of 12 inches and re - compacted to at least 95% of the maximum ASTM D1557 dry density in place to create a uniform, firm and non -yielding surface, prior to placement of leveling course crushed rock. Any areas pumping during proof rolling must be over -excavated and re -compacted. The leveling pad/capillary break fill material shall consist of 3/ inch minus aggregate with less than 25% passing the U.S. No. 40 sieve and less than 5% passing the U.S. No. 200 sieve. The crushed gravel material shall be compacted to at least 95% of the maximum dry density as determined by ASTM D 1557 method. GN Northern Job No.: 211-170 18 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 RECEIVED jANi 9, 7 2612 CITY OF YAKIMANorthern, Inc. PLANNING DIV. We recommend a modulus of subgrade reaction equal to 170 pounds per cubic inch is appropriately based on a value for gravel presented in the Portland Cement Association publication No. EB075.01D. Slab thickness, reinforcement and joint spacing shall be determined by a licensed structural engineer based on the intended use and loads. We recommend that a moisture barrier (30 -mil plastic sheet) shall be placed between the concrete and the compacted crushed rock layer for concrete slabs receiving resilient flooring. We recommend that slab moisture vapor emission tests shall be performed when the building has been properly conditioned. Slab moisture vapor testing, a minimum 3 tests, shall be performed to determine the moisture vapor emission rate (ASTM E1907 or ASTM F1869) using the Calcium Chloride Moisture Test Kit. The architect shall determine the need and use of a vapor barrier. Retaining Wall Parameters It is not known if retaining walls will be required as part of the improvements at A.C. Davis High School. The following parameters may be used for retaining wall design for walls up to four (4) feet in exposed height with a level backslope condition. If retaining walls are greater than 4 feet in exposed height, GNN shall be retained to provide further recommendations. Soil Type Equivalent Active Equivalent Passive Fluid Pressure Fluid Pressure Compact d Native Gravel & Sand 55 pcf 275 pcf Imported Crushed Rock Structural Fill 53 pcf 300 pcf The above pressure values are based on a leveling back slope and do not consider any surcharge loading nor the build-up of hydrostatic pressure behind the walls. GNN recommends all retaining walls be founded on a minimum of 12 inches of compacted crushed rock structural fill. Proper drainage is essential for long-term stability of retaining walls. Drainpipe shall be laid along the base of the retaining walls and shall consist of a four (4) inch diameter rigid perforated PVC pipe with 9 inches minimum cover and 6 inches minimum on the sides of the pipe of free draining material conforming to 2010 WSDOT Standard Specifications Section 9-03.12(4), Gravel Backfill for Drains. GN Northern Job No.: 211-170 19 A.C. Davis High School Additions & Modernization DOC. INDEX # J-1 June 7, 2011 Yakima, WA Pavement Recommendations RECEIVED inn 2 7 '"�i2 CITY OF YAKIMA PLANNING DIV. <* Northern, Inc. Based on the expected loading (passenger car and school bus traffic to some heavier delivery trucks), the following recommendations will provide adequate life service for pavement sections at the site: Pavement Types... Asphalt Concrete (A.C.) Aggregate Base Course Pavement Thickness (inches) A.B.) Thickness (inches) Light Duty (Parkin Lots) tt 3 6 Heavy Duty (Bus and 3 9* Delivery Truck Lanes) t *For heavy duty pavement section, the upper 2 inches of crushed rock should be top course. Base course should be used below the top course layer. f Heavy duty imply to pavements subjected to tuck traffic, delivery trucks, bus loop/drop-off, access lanes f tStandard duty imply to general parking areas Pavement design recommendations assume proper drainage and construction monitoring and are based on AASHTO Design parameters for a 20 year design period. However, continual flexible maintenance along with major rehabilitation after about 8 to 10 years may be expected to obtain a 20 year service life. Specifications for manufacturing and placement of pavements and crushed top course should conform to the specifications presented in Divisions 5 and 4 of the 2010 Washington State Department of Transportation Standard Specifications for Roads, Bridges and Municipal Construction. Production and placement of Asphalt should be completed in accordance with Section 5-04 of the WSDOT Standards Specifications. Crushed aggregate base course material shall conform to WSDOT Standard Specifications Section 9-03.9(3), Crushed Surfacing. Subbase course material shall conform to WSDOT Standard Specifications Section 9-03.9(1), Ballast or Section 9-03.10, Aggregate for Gravel Base, or Section 9-03.14, Gravel Borrow or 9-01.14 (2), Select Borrow. In lieu of asphalt pavement, concrete pavements may be utilized in the parking and drive lane surfaces. GN Northern recommends a minimum of 5 inches of concrete for light duty and parking areas and 8 inches in areas of bus and delivery truck traffic. All concrete pavement slabs shall be supported on a minimum of 6 inches of 1-1/4 inch minus aggregate base course material conforming to 2010 WSDOT Standard Specifications. GN Northern Job No.: 211-170 20 A.C. Davis High School Additions & Modernization June 7, 2011 Yakima, WA DOC. INDEX #—J-1 Soil Infiltration Testing RECEIVED dJAN 2 7 2U12 CITY OF YAKIMA PLANNING DIV. 4% Northern, Inc. As part of the initial field investigation, percolation testing was completed along the west side of 7t' Avenue. Two (2) percolation tests were conducted in the parking lots west of 7th Avenue. Test P-1 was run in the landscaped area between the student parking lot and 7th Avenue approximately halfway between Spruce Street and Pine Street. Test P-2 was conducted in a small patch of exposed soil in the teachers' parking area between the Capitol Hill Apartment Building and eye doctor's office at the southwest corner of S. 7t' Avenue and W. Walnut Street. Both tests were conducted in shallow excavations approximately 3.5' to 4' below current grades. Excavated soils consisted of sandy gravelly soils (GP) with significant amounts of cobbles and small boulders. The results of the testing are presented in the table below. It shall be noted that the rates may retard over time and an appropriate factor of safety shall be applied. Percolation Location Test Depth of Excavation (in) Stabilized Rate (in/min) (min/in) P-1 Student Parking Lot 48 1.0 1.0 P-2 Teachers' Parkin Lot 42 0.4 2.5 General Develop and maintain site grades that will rapidly drain precipitation and surface runoff away from the foundation and subgrade soils both during and after construction. A minimum slope of 3% is recommended for all vegetated or exposed soil areas and 1.5% for all paved areas. CONTINUING SERVICES Two additional elements of geotechnical engineering services are important to the successful completion of this project. Consultation with GN Northern during the design phase: This is essential to ensure that the intent of our recommendations is incorporated in design decisions related to the project and that changes in the design concept consider geotechnical aspects. Observation and monitoring during construction: GN Northern shall be retained to observe the earthwork phase of the project, including soil densification; site grading and footing excavations, to determine that the subsurface conditions are compatible with those used in our analysis and design. GN Northern Job No.: 211-170 21 June 7, 2011 A.C. Davis High School Additions & Modernization Yakima, WA DOC. INDEX # J-1 L RECEIVED JAN 2 7 "�12 CITY OF YAKIMA PLANNING DIV LINHTATIONS (% Northern, Inc. This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for site development and foundation design and construction purposes. The recommendations presented in this report are based on current theories and the experience of our geotechnical engineers on the behavior of native soils and fill materials. The recommendations submitted in this report are based upon the data obtained from the six (6) geotechnical soil borings completed at the site and the proposed site grading and construction discussed in this report. The nature and extent of subsurface variations across the site may not become evident until construction. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, we should be advised at once so re-evaluation of the recommendation can be made. The information indicated on the soil boring logs represents subsurface conditions at the location of the borings at the time of excavation. Subsurface conditions may differ at other locations and may change at this location with the lapse of time. GN Northern Job No.: 211-170 22 A.C. Davis High School Additions & Modernization June 7, 2011 Yakima, WA DOC. INDEX # J-1 RECEIVEDNorthern, Inc. .IAN r 7 x-'.12 CITY OF YAKIMA PLANNING 131V. APPENDICES DOC. INDEX # J-1 mNorthern, Inc RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV Appendix / WCJnitV & Site and Ex /oration Ma s DOC. INDEX # J-1 - 1 _-t C Gil. '.�� � .O��j: f• ,:, J r�5-,,s1 r ' l ! Dads �r� � iF� .•` 7 '� try ��Syt�� _� `�c-y r`� � r` rt• - r3 'F �1 ��- r_ RFCEIVED AN 2 7 2012 CIT OF YAKIMq PL MNIWG DIV. Mll�orlhem -Ing. Map View of Site A.C. Davis High School Yakima, Washington Job Number 211-170 DateMounted by: Reviewed by: Figure 06-07-11 JDG JDG 1 DOC. INDEX # J-1 Northern I t Coiisultilig Engineers Environmeiital Scielitists Constructiorn Materials Testi:ug � 1 1 � 1 [CLAWROOMS !(34, 3 gnp:ilau .r !IF • r A • 1 tl i ►t ~tr wil►� � 'i ��' �_ v�r �i ;r » mow' m� !nzqN its Az PhaseLegend A C' Investigation Phase Investigation Extended Phase I ESA Investigation N.T.S, GN Northern, Inc. Job b- 1 Site and Exploration Map (All Phases) AC Davis High School Additions and Modemi7atinn Yakima, Washington DOC. INDEX # J-1 Date Mounted By Reviewed By L esu,, 6/2010 CM IM I 3 4% Northern, Inc RECEIVED JAN 2 7 2012 CITY OF YAKIMA PLANNING DIV. Appendix // Soil Boring Las KeZ Chart DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER B-1 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone. 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Drilling _ GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES GPS Coordinates- 46° 35'45.6" N; 120° 31'3.6" W AFTER DRILLING -- GP p 4 (GP) Approximately 5 inches of Aggregate Top Course. FILL, (SP) brown, fine to coarse grained, dry to moist, dense, non plastic with bricks and other construction debris present in boring to 4 feet. Cobbles up to 4 inches present in auger spoils. SP SS 14-15-15 1 (30) 4.0.._.. ....- WELL GRADED GRAVEL WITH SILT AND SAND, (GW -GM) blackish brown, fine to • coarse grained, moist, very dense, non plastic with cobbles up to 5 inches present in 5.0 • auger spoils. 5S 50/4" MC = 3%a , Difficult drilling from 5 feet BGS. 2 LL = NP PL = NP GW- + Fines = 6% GM Auger Refusal on Cobbles at 7.5' Refusal at 7.5 feet. Bottom of borehole at 7.5 feet. RECEIVED JAN 2 7 ZU12 COF YAKIMA PLANNING DIV. DOC. INDEX # J-1 w CL EY N wLJJ U X CL g -, � ¢ TESTS ai 2 Q O MATERIAL DESCRIPTION a.Z m0Z �J j Q U) GP p 4 (GP) Approximately 5 inches of Aggregate Top Course. FILL, (SP) brown, fine to coarse grained, dry to moist, dense, non plastic with bricks and other construction debris present in boring to 4 feet. Cobbles up to 4 inches present in auger spoils. SP SS 14-15-15 1 (30) 4.0.._.. ....- WELL GRADED GRAVEL WITH SILT AND SAND, (GW -GM) blackish brown, fine to • coarse grained, moist, very dense, non plastic with cobbles up to 5 inches present in 5.0 • auger spoils. 5S 50/4" MC = 3%a , Difficult drilling from 5 feet BGS. 2 LL = NP PL = NP GW- + Fines = 6% GM Auger Refusal on Cobbles at 7.5' Refusal at 7.5 feet. Bottom of borehole at 7.5 feet. RECEIVED JAN 2 7 ZU12 COF YAKIMA PLANNING DIV. DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER B- 2 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Driiling GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES GPS Coordinates- 46° 35'43.0" N; 120° 30' 57.8" W AFTER DRILLING - Lu 0 SS >-W LuU H CnW a 1 2 r W- -j? m o j N O MATERIAL DESCRIPTION x GM m U (� m 5.0 Cn a SS 37-50/3" ML e-� 0,3 (ML) Approximately 4 inches of silty topsoil. .. ... ......... . .... ... . . . SILTY GRAVEL, (GM) brown, fine to coarse grained, dry, very dense with cobbles up to 5 inches in ° nominal diameter present in auger spoils. r V Uj 0 SS 14-28-28 a 1 (56) x GM U N 2 m 5.0 a SS 37-50/3" 2 a 4 � 7.5 2 C3 Increasing cobbles with depth. Rag—V E1 Y ED JAN 2, 7 212 CITY OF Y'AeQvjA PLANNING DIV. on Cobbles at 7.5 feet BGS. Refusal at 7.5 feet. Bottom of borehole at 7.5 feet. W Z DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER B- 4 722 N. 16th Avenue, Suite 31 Yakima, WA 98902 PAGE 1 OF 1 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street T DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING — NOTES GPS Coordinates- 46° 35'41.5" N; 120° 30'.57.0" W AFTER DRILLING — Lu CL >-= w w U 2 pv CL mOZ j QZ m 2.5 i U LU SS 5-11-20 1 (31) GP - 0 GM 0 x U C 5.0 0 KM2S 8(27)5 MATERIAL DESCRIPTION A.2.: JML) Approximately 2 inches of silty topsoil. POORLY GRADED GRAVEL WITH SILT AND SAND, (GP GM) blackish brown, fine to coarse grained, dry to moist, dense Becomes medium dense at 5 feet BGS. Auger Refusal on Cobbles at Refusal at 7.0 feet. Bottom of borehole at 7.0 feet. RECEIVED JAN 2 72112 CITY OF VAKI IA PLANNING DIV. DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER B- 5 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis_High School Additions & Modernization _ PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING — NOTES GPS Coordinates- 46" 35'41.1" N: 120° 30'54.6" W AFTER DRILLING — SM 2.5 W s �W (0W U MC 11% a o`" CL OJ D ¢ TESTS U O MATERIAL DESCRIPTION W 0 ¢Z in0> U 0 o Fines = 17% a U) U 0.0 ED SILTY SAND WITH GRAVEL, (SM) brown, fine to coarse grained, moist, loose with significant organic content In upper 9 inches and occasional cobbles. SM 2.5 s w MC 11% SS 3-4-4 LL = 48 W 0 1 (8) PL = 32 o Fines = 17% a U ED SS 1 12-27-39 2 (66) GP - GM SS 117-50/3" 3 4.4 POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) blackish brown, fine to coarse grained, dry to moist, very dense, low plasticity with cobbles up to 4 inches in nominal diameter present in auger spoils. Very difficult drilling from 6 feet BGS. RECEIVED Increasing cobbles with depth. JAN 2 T 2012 CITY OF YAKIMA PLANNING Div. Auger Refusal on Cobbles at 11 feet BGS. Refusal at 11.0 feet. Bottom of borehole at 11.0 feet. DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER B- 6 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES GPS Coordinates- 46° 35'48.0" N' 120° 30'56.7" W AFTER DRILLING — SS 4-7-5 MC = 17% 1 (12) Fines = 40% SM SS 4-4-10 2 (14) SS f 23-50 3 I SILTY De dense GRAVEL medium de ) brown, fine to coarse grained, dry to moist, POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) blackish brown, fine to coarse grained, dry, very dense GP- ° RECEIVED GM o p ry JAN 2 1 2012 CITY OF YAKIMA pLANNING DIV. Auger Refusal on Cobbles at 11 feet BGS. Refusal at 11.0 feet. Bottom of borehole at 11.0 feet. DOC. INDEX # J-1 W �o_ NW U F-00 �- g -1 D¢ TESTS U O MATERIAL DESCRIPTION o moz az Cn SS 4-7-5 MC = 17% 1 (12) Fines = 40% SM SS 4-4-10 2 (14) SS f 23-50 3 I SILTY De dense GRAVEL medium de ) brown, fine to coarse grained, dry to moist, POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) blackish brown, fine to coarse grained, dry, very dense GP- ° RECEIVED GM o p ry JAN 2 1 2012 CITY OF YAKIMA pLANNING DIV. Auger Refusal on Cobbles at 11 feet BGS. Refusal at 11.0 feet. Bottom of borehole at 11.0 feet. DOC. INDEX # J-1 I GN Northern, Inc. BORING NUMBER B- 7 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Corner of 6th Avenue and Walnut Street DATE STARTED 5/19/11 COMPLETED 5/19/11 GROUND ELEVATION HOLE SIZE 8 inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD Hallow Stem Auger AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES GPS Coordinates- 46° 35'46.7" N• 120° 31' 1.3" W AFTER DRILLING -- RECEIVED JAN 2 7 2012 SS 10-27- CITY OF YAKIMA 3 50/0" R PLANNING DIV. Auger Refusal on Cobbles at 11.4 feet BGS. Refusal at 11.4 feet. Bottom of borehole at 11.4 feet. DOC. INDEX # J-1 w SM. `. p.3 (SM) Approximately 4 inches of organic rich topsail. ................................. CL `X. . ...... . SILTY SAND, (SM) brown, fine to medium grained, moist, medium dense _ a.W �w ��D > _ TESTS O MATERIAL DESCRIPTION m O 2 UZ D ° to coarse grained, dry to moist, dense with cobbles up to 4 inches in auger spoils. P RECEIVED JAN 2 7 2012 SS 10-27- CITY OF YAKIMA 3 50/0" R PLANNING DIV. Auger Refusal on Cobbles at 11.4 feet BGS. Refusal at 11.4 feet. Bottom of borehole at 11.4 feet. DOC. INDEX # J-1 SM. `. p.3 (SM) Approximately 4 inches of organic rich topsail. ................................. `X. . ...... . SILTY SAND, (SM) brown, fine to medium grained, moist, medium dense SM POORLY GRADED GRAVEL WITH SILT AND SAND, (GP -GM) blackish brown, fine ° to coarse grained, dry to moist, dense with cobbles up to 4 inches in auger spoils. P 4 P SS 9-16-21 1 (37) ° P a P a Becomes very dense at 5 feet BGS. MC = 4% SS 20-28-24 LL = NP 2(52) PL = NP ° Fines = 9% GP- O GM RECEIVED JAN 2 7 2012 SS 10-27- CITY OF YAKIMA 3 50/0" R PLANNING DIV. Auger Refusal on Cobbles at 11.4 feet BGS. Refusal at 11.4 feet. Bottom of borehole at 11.4 feet. DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER EB -1 722 N. 16th Avenue, Suite 31 PAGE 1 OF 1 Yakima, WA 98902 Telephone: 509-248-9798 Fax: 509-248-4220 CLIENT Yakima School District PROJECT NAME Davis High School Project Limited Phase II _ PROJECT NUMBER 110-713 PROJECT LOCATION Southwest Corner of Walnut St and 7th Ave ' DATE STARTED 11/16/10 COMPLETED 11/16/10 GROUND ELEVATION HOLE SIZE 8" inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD 8" OD HSA AT TIME OF DRILLING 34.00 ft LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES Located in gravel area south of building AFTER DRILLING -- 6 (GP) Approximately 6" of gravel parking lot fill ............................................................................................................ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, very dense with trace fines (non plastic silt) and cobbles up to 5" present in cuttings ...................................... (SM) Thin layer of SILTY SAND (SM) with gravel from 8 to 10'. SM 10.0 _ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, medium all dense •.r s � . �• with decreasing sand and fines material � 1 GW .s. RECEIVED i' •L• JAN 2 7 2012 i� CITY OF YAKIMA r PLANNING DIV. WELL GRADED SAND WITH SILT AND GRAVEL, (SW -SM) black, well graded, fine to coarse grained, moist, very dense Sw- SM Q Groundwater Stabilized at 34 feet BGS. 36. `z Refusal at 36.5 feet. Bottom of borehole at 36.5 feet. w z DOC. INDEX # J-1 w SS 17-35.43 _ �w ��� a _ 00 a - -j g _j = ¢ U a MATERIAL DESCRIPTION pv L aM mo* j 11-20-14 za QZ 2 34 C7 z Cn a 6 (GP) Approximately 6" of gravel parking lot fill ............................................................................................................ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, very dense with trace fines (non plastic silt) and cobbles up to 5" present in cuttings ...................................... (SM) Thin layer of SILTY SAND (SM) with gravel from 8 to 10'. SM 10.0 _ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, medium all dense •.r s � . �• with decreasing sand and fines material � 1 GW .s. RECEIVED i' •L• JAN 2 7 2012 i� CITY OF YAKIMA r PLANNING DIV. WELL GRADED SAND WITH SILT AND GRAVEL, (SW -SM) black, well graded, fine to coarse grained, moist, very dense Sw- SM Q Groundwater Stabilized at 34 feet BGS. 36. `z Refusal at 36.5 feet. Bottom of borehole at 36.5 feet. w z DOC. INDEX # J-1 SS 17-35.43 1 78 a 10 L aM SS 11-20-14 za 2 34 z c� z a M 15 0 SS 43-50/4" 3 Si U 'a 20 S5 50/5" 4 LU 25 5012" $5S Uri 5 n " 30 SS J 33-50/4" 6 (GP) Approximately 6" of gravel parking lot fill ............................................................................................................ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, very dense with trace fines (non plastic silt) and cobbles up to 5" present in cuttings ...................................... (SM) Thin layer of SILTY SAND (SM) with gravel from 8 to 10'. SM 10.0 _ WELL GRADED GRAVEL WITH SAND, (GW) brown, well graded, fine to coarse grained, dry, medium all dense •.r s � . �• with decreasing sand and fines material � 1 GW .s. RECEIVED i' •L• JAN 2 7 2012 i� CITY OF YAKIMA r PLANNING DIV. WELL GRADED SAND WITH SILT AND GRAVEL, (SW -SM) black, well graded, fine to coarse grained, moist, very dense Sw- SM Q Groundwater Stabilized at 34 feet BGS. 36. `z Refusal at 36.5 feet. Bottom of borehole at 36.5 feet. w z DOC. INDEX # J-1 GN Northern, Inc. BORING NUMBER EB -2 ?SP722 N. 16th Avenue, Suite 31 Yakima, WA 98902 PAGE 1 OF 1 FTelephone: 509.248-9798 Fax: 509-248-0220 CLIENT Yakima School District PROJECT NAME Davis High School Project Limited Phase II PROJECT NUMBER 110-713 PROJECT LOCATION Southwest Corner of Walnut St and 7th Ave DATE STARTED 11/17/10 COMPLETED 11/17/10 GROUND ELEVATION HOLE SIZE 8" inches DRILLING CONTRACTOR Holocene Drilling GROUND WATER LEVELS: DRILLING METHOD 8" OD HSA AT TIME OF DRILLING — LOGGED BY JDG CHECKED BY JDG AT END OF DRILLING -- NOTES Located in paved area west of building AFTER DRILLING — 0.2. Approximately 2.5" of Asphalt Concrete (A.C.) Pavement ..................................... ......... . POORLY GRADED GRAVEL WITH SAND, (GP) brown, poorly graded, fine grained, dry, very dense aD with trace fines (non plastic silt) GP p Q SS 32-3662 26 ° Qo o D w 8.0.._.. � MV) U w CO m o� < MATERIAL DESCRIPTION O QZ Uz (0 SW- U) 15-23-27 SM ;• 0.2. Approximately 2.5" of Asphalt Concrete (A.C.) Pavement ..................................... ......... . POORLY GRADED GRAVEL WITH SAND, (GP) brown, poorly graded, fine grained, dry, very dense aD with trace fines (non plastic silt) GP p Q SS 32-3662 26 ° Qo o D RECEIVED JAN 2 7 20,12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # J-1 8.0.._.. ......... ... ...................... WELL GRADED SAND WITH SILT AND GRAVEL, (SW -SM) brown, well graded, fine to coarse grained, a dry to moist, very dense with a very faint hydrocarbon odor 10 SW- SS 15-23-27 SM ;• a 2 50 '- 12..-0-. _ _ 9 POORLY GRADED GRAVEL WITH SAND, (GP) brown, poorly graded, coarse grained, dry, very dense S"00 with trace fines (non plastic silt) � 15 S5 OD 3 o4 D GPrh �- �D 5S 50/4" 0 ° 20.3 a20 Bottom of borehole at 20.3 feet. RECEIVED JAN 2 7 20,12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # J-1 4ts;�hNorthern Inc. Yakima &Kennewick WA, Hood River & Hermiston OR KEY CHART RECEIVED JAN 2, 7 "'`i2 CITY OF YAKIMA PLANNING ®IV. RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-Vf'IL U -E COARSE-GRAINED SOILS FINE-GRAINED SOILS DENSITY N (BLOWS/FT) FIELD TEST CONSISTENCY N (BLOWS/FT) FIELD TEST Very Loose 0-4 Easily penetrated with %z -inch reinforcing rod pushed by hand Very Soft 0-2 Easily penetrated several inches by thumb Loose 4-10 Difficult to penetrate with %-inch reinforcing rod pushed by hand Soft 2-4 Easily penetrated one inch by thumb Medium -Dense 10-30 Easily penetrated with 1/ -inch rod driven with a 5-]b hammer Medium -Stiff 4-9 Penetrated over V2 -inch by thumb with moderate effort Dense 30-50 Difficult to penetrate with %2 -inch rod driven with a 5 -lb hammer Stiff 8-15 Indented about 1/ -inch by thumb but penetrated with great effort Very Dense > 50 penetrated only a few inches with 1/ -inch rod driven with a 5 -lb hammer Very Stiff 15 — 30 Readily indented by thumb Hard > 30 Indented with difficulty by thumbnail MODIFIERS DESCRIPTION RANGE Trace <5% Little 5%-12% Some >12% MOISTURE CONTENT DESCRIPTION FIELD OBSERVATION Dry Absence of moisture, dusty, dry to the touch Moist Damp but not visible water Wet Visible free water MAJOR DIVISIONS WITH GRAIN SIZE SIEVE SIZE 12" 3" 3/4" 4 10 40 200 GRAIN SIZE (INCHES) 12 3 0.75 0.19 0.079 0.0171 0.0029 Boulders Cobbles I Gravel Sand Silt and Clay Coarse I Fine I Coarse I Medium Fine LOG SYMBOLS USCS SOIL CLASSIFICATION 2S MAJOR DIVISIONS GROUP DESCRIPTION Spoon (SPT) Gravel and Gravel GW Well -graded Gravel Gravelly Soils (with little or no fines) GP Poorly Graded Gravel Coarse- <50°% coarse Gravel GM Silty Gravel Grained fraction passes Soils #4 sieve (with >12%u fines) GC Clayey Gravel <50% Sand and Sand SW Well -graded Sand passes #200 Sandy Soils (with little or no fines) SP Poorly graded Sand sieve >50% coarse Sand SM I Silty Sand fraction passes #4 sieve (with>12% fines) SC Clayey Sand Fine -ML Silt and Clay Silt Grained Liquid Limit < 50 CL Lean Clay Soils - OL Organic Silt and Clay (low plasticity) MH Inorganic Silt >50% passes #200 Silt and Clay sieve Liquid Limit > 50 CH Inorganic Clay OH I Organic Clay and Silt (med. to high plasticity) Highly Organic Soils PT Peat Top Soil MODIFIERS DESCRIPTION RANGE Trace <5% Little 5%-12% Some >12% MOISTURE CONTENT DESCRIPTION FIELD OBSERVATION Dry Absence of moisture, dusty, dry to the touch Moist Damp but not visible water Wet Visible free water MAJOR DIVISIONS WITH GRAIN SIZE SIEVE SIZE 12" 3" 3/4" 4 10 40 200 GRAIN SIZE (INCHES) 12 3 0.75 0.19 0.079 0.0171 0.0029 Boulders Cobbles I Gravel Sand Silt and Clay Coarse I Fine I Coarse I Medium Fine LOG SYMBOLS 2S 2" OD Split Spoon (SPT) ■ 3S 3" OD Split Spoon NS Non -Standard Split Spoon ® ST Shelby Tube mCR Core Run BG Bag Sample e TV Torvane Reading PP Penetrometer Reading NR No Recovery GW Groundwater Table SOIL CLASSIFICATION INCLUDES 1. Group Name 2. Group Symbol 3. Color 4. Moisture content 5. Density / consistency 6. Cementation 7. Particle size (if applicable) 8. Odor (if present) 9. Comments "onditions shown on boring and testpit logs represent our observations at the time and location of the fieldwork, modifications based on lab test, analysis, and geological and engineering judgment. These conditions may not exist at other times and locations, even in close proximity thereof. This information was gathered as part of our investigation, and we are not responsible for any use or interpretation of the information by others. DOC. INDEX # J-1 <Sr Northern, Inc: RECEIVED JAN 272212 CITY OF YAKIMA PLANNING DIV. Appendix III Site and Exploration Photo ra hs DOC. INDEX # J-1 iv ED JAN 2 7 2-212 Boring B-2 I Il'Y OF YAKIMA IVorthernInc.L.ANNING 09, A.C. Davis High School Yakima, Washington Job Number 211-170 Date I Mounted by: I Reviewed by: Plate 06-06-11 JDG JDG 1 2 DOC. INDEX # J-1 .. 4k f Northern 1170. Job Number 211-170 Boring B-4 A.C. Davis High School Yakima, Washington Date I Mounted by: I Reviewed by: Plate 06-06-11 JDG I JDG 1 3 ECEI r E® JAN 9 7 ��52 g y OF Y AKIMA PLANNING OM DOC. INDEX # J-1 ��Norther•n. Inc. Job Number 211-170 Boring B-5 A.C. Davis High School Yakima, Washington Date I Mounted by: I Reviewed by: Plate 06-06-11 JDG JD G 4 RECEIVED JAN 2 7 2"�� 12 CITY OF YAKIMA PLANNING DIV. DOC. INDEX # J-1 1 `IFJ Pr 4*4 •�r:Ma yy 05/1 2911 05/19/2011 loop AW41— �4 � '�" • ;rte � : •i.400 �14R, s AV WT! Northern, Inc. Appendix IV Laboratory Testing Data RECEIVE® JAN 2 7 4�iZ CITY OF YAKIMA PLANNING DIV, DOC. INDEX # J-1 GN Northern, Inc. a 1 7 2. GRAIN SIZE DISTRIBUTION 722 N. 16th Avenue, Suite 31 Yakima, WA 98902 Telephone: 509-248-9798 CITY OF YAKIMA Fax: 509-248-4220 PLANNING DIV. CLIENT Yakima School District PROJECT NAME A.C. Davis High School Additions & Modernization PROJECT NUMBER 211-170 PROJECT LOCATION SW Comer of 6th Avenue and Walnut Street " 11■i■IIIIIII LVI.. 11rLL' 11 # J-1 MARINE IIII■■■ .,11■■111111111®1111111■■1111111■■1111111■■I 11111■■ .11■■11111111��,��11l111■■1111111■■1111111■■1111111■■ :,11■■IIIIIIl1�+�>If!11�1■�IIIIIII■■1111111■■111!11ism 11■■11111111l1�1111111■i���;1111■■1111111■■1111111■■ 11■■I111111i1l�IIII111■■Illll��■■1111111■■1111111■■ 11■■11II11111.11�111■■111111!! mull 111■■1111111■■ . ,11■■11111111�i�111�111■■1111111\11111111■■1111111■■ 11■■Il1111111■1111i�1■■1111111■►■1111111■■1111111■■ 1111111■■1111111■■ ,11■■1111111■�■[IIIIIIii�1�1�111■ 1111111■■1111111■■ ,11■■1111111■��i1111111■■111���1■ . ,11■■1111111■■r111I11■■1111111■11w1111■■1111111■■ 11■■1111111■■1111111■■Illllli►�■111111■■1111111■■ . ,11■■Illllll■ 11111■■1111111\�IIII111■■1111111■0 11■■1111111■ lill111�■1111111■ X1111111■■1111111■■ ,11■■1111111■■1111111■,I�IIIII■`lllllll■■1111111■■ 11■■1111111■®1111111■■���►��1■■11"1111■■1111111■■ ,11■■1111111■■1111111■■lIII1M����l1�1111■■1111111■■ 11■■1111111■■1111111■■1111111■��� X1111■■1111111■■ ,11■■1111111■®1111111■■II11111■1111111■■1111111■� .BOREHOLE DEPTmmr�mm 13 D ■■�1■ ,BOREHOLE DEP1 1 • . 1 LVI.. 11rLL' 11 # J-1 <Vr Northern, Inc. RECEIVED JAN 2 7 2ZI2 CITY OF YAKIMA PLANNING DIY. Appendix V Washington Department of Ecology Wel/ Low DOC. INDEX # J-1 - RESOURCE PROTECTION WELL REPORT START CARD NO. PROJECT NAME: COUNTY: . `, WELL II7EAfiIFICA N NO. LOCATIOiV:� ,�V. Soa� TWn Fl j� 0 DRILLING METHOD: STREIeTADDRESS OF WELL: O" DRILLER: >C FIRM: CascaCb Dri.].].iW, Inc. WATER LEVEL ELEVATION: v 51t3FIA7lJFiE: GROUND SURFACE ELEVATION: N/A s CONSULTING FIRM: INSTALLED: v ,Lv n E 9ENTATIVEDEVELOPED: 14 ECY 060.12 (floc, 11100) WELL DATA MNCR= SURFACE SEAL DEM = 1 /ft PVC BLANK "XA' Q4 .I PVC S1 - 61 SLflT sxzE:�am= GRAVEL PACK MAMMAL: zl PAGE _ OF FORMATION DESCRIPTION 0 ft. /80 -a A.- &Wq(5 ft. - ft. RECEIVED JAN 2 7 ��12 kY OF YAKIM ANNING DIV. DEC 3 11997 L � � 1 DOC. INDEX # J-1 AS -BUILT D I Q r , f•�• ! I y • r , � 1 1 i 3 1 s f T s I t � I 1 � I T - I , c 15 r I I . I I I I i� SCALE: 1". ECY 060.12 (floc, 11100) WELL DATA MNCR= SURFACE SEAL DEM = 1 /ft PVC BLANK "XA' Q4 .I PVC S1 - 61 SLflT sxzE:�am= GRAVEL PACK MAMMAL: zl PAGE _ OF FORMATION DESCRIPTION 0 ft. /80 -a A.- &Wq(5 ft. - ft. RECEIVED JAN 2 7 ��12 kY OF YAKIM ANNING DIV. DEC 3 11997 L � � 1 DOC. INDEX # J-1 Please print, sign and return by mail to Department of Ecology RESOURCE PROTECTION W LL REPORT CURRENT Notice of intent No. P- S,360' (SUBAUT ONE WELL REPORT PER WELL INSTALLED) Typa of Weil (select one) (� >;tt�tGt`inuJ�erotnmissia,r (select one} [?+�Resourcc Protection Cnnstn,ctipn 014.564(0 ❑ Geotech Soil Boring Decommission ORIGINAL INSTALLATIONNorica oflntentAhrmber•_ __ � Property OwnerT Consulting Firni 1 CSP , P✓Gt?6" Site Address _ ,fs[ it Unique Ecology Well ID Tag No. 1+P K sa 78rCity -kt�o+OL County , A -�-.... sorra aw . — - Location 114-I/4�1/4 Sec T'wna R1g- M WELL CONSTRUCTION CERTIFICATION. IconstruoWand/ar wWM accept responsibility for construction ofthis well, and its compliance with all Washington well construction standards. Materials used and the information reported Lat/Long (s, t, r Lat Deg Lat Min/Sec above ars tare to my best knowledge and belief. still REQUIRED) Long Deg_ Long Min/Sec )[ta�ua>�Firpnec�Tcaineeuama{Print) � _ Tax Parcel No. Driller/Engineertrrainee Sighatura Driller or Trainee License No. Cased or Uncased Diameter Static Leve! 17 r decommission Start Date If trafnee, licensed driller's Signature and License No. Work/Decommissio e�l�r7 Construct'an/Desi Well Data Formation Description 1 1 I" RECEIVED PLANNING DVY OF � DOC. INDEX The Department of Ecology does NOT warranty the Data and/or Information on this Weil Report. # J-1 ECY 050.12 (Rev. 2103) SCALE: V=— Pege_of Ecology is an Equal OppartunRy Employer, File Original wan WATER WELL REPORT Notice of Intent �Vl I CG .i (0S Department of Ecology Second Copy - Owner's Copy STATE OF WASHINGTON UNIQUE WELL 1, D. t ' Z Third Copy - Driller's Copy Water , Water Right Permit No. (1) OWNER: Name _?'1 ty� F_ ^ SW...I ltlrt l Address's t: `,(Arno -e ird S -el,. b (2) LOCATION OF WELL: County � 114 114 sec T_► --1 N.A. WM (22) STREET ADDRESS OF WELL: (or nearest address) TAX PARCEL NO.: (3) PROPOSED USE.- rOomeaso Industrial Municipal G Irrigation = Test Well G Other 2 DeWater (4) TYPE OF WORK: OvoWs nurnbar of well (it mar* than one) V Now waft Method: ❑ Deepened = Dug ❑ Bond ❑ Reconditioned 1r:C001e ❑ Driven ❑ ( emmrimsion - Roftry ❑ Jetted (17) WFLL LOG or DECOMAUSSIONING PROCEDURE DESCRIPTION Fomtanoni Dawnbe by color. character. We of material and strlrcarrs, and the kind and nature of the matenal in each stratum penetrated, with at best one entry for each change of information. Indicate all water ancoWtared. MATERIAL FROM TO ._.. _' I I (S) DIMENSIONS: Diameter of woo to � '" _ irx Flhs I 1. a .► Drilled �fM, Depth of completed well EZ _ IL C C+w k v '�•..e (e) CONSTRUCTION DETAILS -s EI­ C1111111ing lnatalied:/ C )5 Welded Diam. from f Z h. to 74' ft - Liner installed Diam. fromfl. toit. ❑ Threaded Diem. from fG to Perforations: ,61 Yae _ Na Type of perforator used S , U- SC'4 SIZE of perforations jr U- J. in. by � - in. �Q Perforations from -RS - - ".to 14 s .fi. IANI 2 7 LU Sctaarta: CI Yes *No G K -Pao Location Manufacturers Name Type Model No. Dism. Slot Size from ft. to ft. Diem. Slot Size s,orn ft. to 1L QnneMIW peeked: ❑ Yea 11 -No C Size of gravelfsand Materiel placed from it. to fL SurMce saw., ❑ No Toyfie t depth? Material used in seal_�>C�T4ssi Did arty strata contain unusable water? = Yes XNo Type of water? Depth of strata Method of sealing strata off (7) PUMP: Manufadurees. Name Type: tf.P: (8) WATER LEVELS: Land -surface aWarron above mean sea level ft. Static IevN __ le 4 +t. below top of well Date Arirsien pressure lbs. per square inch Date Artesian water is controlled by ; (Cap, valve, etc.) (i) WELL TESTS: Drawdown is amount water level is lowered below static level Was a pump test made? ❑ Yes ❑ No It yea, by whom? Yleld gal./min. wish ft, drawdown after hra. Yield: ----p IJmin. with --ft drawdown atter hre. Ylekr. Oafhnin. wiM ft drawdown atter hes. Recovery data (time taken se zero when pump turned off) (water level measured from want top to water kan+f) Time Water Level Time Water Level Time Water I" Date of test _ Bailer teat aaldmin, with ft. drawdown after !!k hre. Alrtest -----9AlJrtthf• with ft. drawdown afar hrs, Afles+an }lave mp.nl, Date Temperature of water Was a charmicai analysis made? ❑ Yee ❑ No ECY 050-1.20 (1 INS) Work Started 13 , 40 . Completed 3 to *14 WELL CONSTRUCTION CERTMICATION: I consVWod and/or accept responsibility for construction of this veal{, end la compliance with all Washington well construction atwtderds, MalrrWa used and Vis information Won" above are true to my beat knowledge and belief. ) Type or Print Name Kd 1 61 $10 Ocenas No. (!.loans OrfderfEngineerl Tralneepr. W ky. Man L]f "r'L§M,)d6Wei 1LI, ftV �>� Drilling omparry V (S[grard; LiCerld No. . Drllfer/Engirtser) _ Contractor's RBglsoaw (USE ADDITIONAL SHEETS IF ruc. — F_aology a an Equal Opportunity and Afllrmatty DOC. INDEX xM00irri dation "sods, car4W III WAtar Ass' # J -I fIb00. Tfu TDD number is (360) 4078008. SCALE: 1". ECY 060.12 (Rov. 11/00) RESOURCE PROTECTION WELL REPORT START CARD NO,� COUNTY: NO. LOCATION'_ V, Soa Twn F1 ,1 STREEI'ADORE SS F WELL: Drill' n Inc. WAT>:R LEVEL ELEVATION: GROUND SURFACE ELEVATION: N/A r INSTALLED: &— , DEVELOPED; WELL DATA WELL com MNCR=. SWAM SEAL DEPTH = 1 /ft PVC BLANK "x «, go it UANUF-t Not�a PVC Smm ' SLOP SIZE: GRAVEL PACK MAMMAL:A PAGE . OF FORMATION DESCRIPTION T PROJECT NAME: 0- 409, ft. WELL IDENTIFICA N 0 DRILLING ME7'HGD._,,,, CL OAILLER:^,,jt,& d FIRM: Casea& d SiarrATURE: CONSULTING FIRM,,�,S y E ORNTATIVE: C C O AS-9ULT G O r r+ F YAKIM kANNNING DIVA r I r n 1 1 DEC 3 1 1997 i 1 ICE j . r T r ' I r 1 1 3 I � I � J T a 3 r u I 1 6 � � T � Ak 3 I I � r I I a I � L I I I I I I SCALE: 1". ECY 060.12 (Rov. 11/00) RESOURCE PROTECTION WELL REPORT START CARD NO,� COUNTY: NO. LOCATION'_ V, Soa Twn F1 ,1 STREEI'ADORE SS F WELL: Drill' n Inc. WAT>:R LEVEL ELEVATION: GROUND SURFACE ELEVATION: N/A r INSTALLED: &— , DEVELOPED; WELL DATA WELL com MNCR=. SWAM SEAL DEPTH = 1 /ft PVC BLANK "x «, go it UANUF-t Not�a PVC Smm ' SLOP SIZE: GRAVEL PACK MAMMAL:A PAGE . OF FORMATION DESCRIPTION T DOC. INDEX # J-1 0- 409, ft. I A;L �5r 0 y,a nn T ft. 1 I I t T - ft. I 1 I I T .iAN 2 7 NII F YAKIM kANNNING DIVA r I r n 1 1 DEC 3 1 1997 i 1 ICE j . r T r ' I r DOC. INDEX # J-1 x Apple.: 7844 STATE OF WASHINGTON DEPARTMENT OF CONSERVATION Permit • 732.4 DIVISION OF WATIM RESOVICslt Certificate: 5976 WELL LOG _-- Record by Driller _ +;- _ Location State of WASHINGTON +� County.. Yakima Area _ , • ' { s 1//100 , t1t E drner be Lng �lfh>� l'ia LOO T �� N R �$ Z r Magram of sectfun -T Drt)irng Co - . - .. _ . .Ii i.abe P-11 Drill ung . Address. 1503 E._ Nob Hill, Yakima, Wash. Method of Drilling Cable Date Dec. 0 1865 Owner- Yak=s City_ Creamery, Inc. Address. -Yakima, Wash. Land surface. dateun .... _ .__ ftbeiow a>7nne 45 r Jan. 14., 66 8"-6"x530' S�'i.. Date . > _ 18 Duns _ ¢ CejmF f From To I LAT[OF I••Tt� (feet) (feet) (Tranecrkbe drdler*s terminology literally but y xraphrase ns nec,ssdry, to rarenlfn?ses L If m7aater�al avatar-Aaaesop. en slate and >rcord sialic level if rep-wtcd Give depths in feett bylaw land-aurfacr datam xIMM othcrxs=ae Indicated Correlate with strattprsphra column } if feasible. Follawxng ]vg of mnterlALA, list all cmrnss perforat[ons sarc(,ns, ate ) y Turn up Slieet of sheets 19 RECEIVED JAN 2 7 4Ct2 CITY k ANNING DIV. DOC. INDEX # J-1 s t boulders & ravel 0 2$ Gravel cement 28 35 Bank run &—(matex) 35 -- 40 —[-Ellensburg, formation 40 62 4 Gravel water bears ) 62 70 i3asalG bofilders & clay 70 75 Bank run water bearing) 75 90 Basalt hardpan, &boulders 90 1 93= Bank run water bearin) 93 95 --.Qlgy. clechle bol&lders 95 155 '� aank run stet bearin 155 1581, Clay, c eche & boulders 158 180` Clay & boulders - _196 304 Clav cleche & boulders 304 3301 y Turn up Slieet of sheets 19 RECEIVED JAN 2 7 4Ct2 CITY k ANNING DIV. DOC. INDEX # J-1 WELL LOG.--Contmued No.. To tATtoN MAT=AL {feet)J1 (feet) �1C1f1i11PrCl �neptthh a asa Sandstone re water 330 335 Clay, st3.cky brown 335 Sandstone bank run 340 Sandstone & boulders (wafter) 345 Clay, sticky brown 365 Sandstone blue & water 370 Clay, sticky & boulders 375 Bank run & water 430 Clay o d rs 455 Ban rua and water 490 Sand, Sand, coarse, (water) 520 Bank run & water 525 Clay, brown and boulders 530 Casing: 8" from 0' to 126' 6" from 123' to 5261 Perforations- from 60' to 751 " 155' to M, 11 180' to 19 (11 " 3301 to 33V If 3451 to 36V Sealed with cement to 8' Yield: 32 ith 25' DD ofer Tem 58° Pump: 15 hp, Submersible. Sta Rite 6 F No 744--O5-12-65 365 370- .430 455 490 500 M 525 530 I RECEIVED JAN 2 7 4�iG IM pLANNING y OF DVA DOC. INDEX # J-1 Cwr Northern, Inc. RECEIVED JAN 2 7 �'Ui2 CITY OF P PLANNING n YA Appendix V/ Site Specific Seismic Spectral Curve DOC. INDEX # J-1 0.425 f 0.400 0.300 k' n 2741 t W C."D0 f 0.100 rf.it� k 6.025 0,000. 4.D 0 1.0 1.9 2.0 Sd (in) 0ais19n Spactrum Sa Vs Sd 2.9 2.0 7.5 REC VED JAN 2 7 �OF YAKIM P1 ANN G 0114.A DOC. INDEX # J-1 Seismic Design Spectrum Northern, Inc. A.C. Davis High School Yakima, Washington Job Number 211-170 Date Mounted by: Reviewed by: Figure 03-02-09 JDG JDG 4 DOC. INDEX # J-1 AW&Northern, Inc: RECEIVED JAN 2 7 "C'i2 CITY OF YAKIMA PLANNING DIV. Appendix VII Settlement Analysis Worksheet DOC. INDEX # J-1 A.C. Davis High School Additions & Modernization Settlement Determined Using Schmertmann Method Only Valid for GWISW orGP/ SP and GM/SM or GC/SC Depth of Footing Homogenious Soils Soil Type? -> Width of Footing OCR Footing type Maximum Load Design Time Depth of Com. Fill E(s) of Com. Fill Depth Below 21ft (from blowcounts sheet) SW or SP Unit Weight of overlying Soil 8 ft (enter any value, check against bearing capacity) 1 Enter "1" unless there is clear evidence of overconsolidation Continuous 4000 psf 50 years (usually 20 unless reason to think otherwise) 1.5 ft 300 ksf (usually 200 to 400 ksf) Ground Surface (ft) Soil Type SPT N60 (;(0),W) E(s 2.0 4.7 7.3 10.0 12.7 15.3 18.0 20.7 23.3 26.0 28.7 31.3 34.0 Com. Fill SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP SW or SP 10.07 100,000 24,000 341776 20.15 100.000 24,000 583552 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 62.96 100,000 24,000 1611100 F 62.96 100,000 24,000 1611100 I(e)-Square & Circular I(e)- Total 0.100 0.510 0.636 0.477 0.318 0.159 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ettlement Depth Factor (Cl) Creep Factor (C2) Shape Factor (C3) Settlement Strip per Layer (ft) 0.200 0 0.355 0.00683267 0.511 0.00355701 0.666 0.00463917 0.592 0.00411958 0.518 0.00360463 0.444 0.00308969 0.370 0.00257474 0.296 0.00205979 0.2221 0.00154484 0.1481 0.0010299 0.074 0.00051495 0.000 0 0.034 Ft 0.403 in 135 pcf (from Bt 0.96 1.54 0.76 �Cn -o <% Northern, Inc. RECEIVED JAN 2 7 2r1` �k.A%mJHG DIV. Appendix V111 Foundation Design Details DOC. INDEX # J-1 Northern, Inc Consulting Engineers Environmental Scientists Construction Materials Testing 24" MIN 18a MIN Typical Footing RECEIVED JAN 2 7 2-'i2- CITY OF YAKIMA Exterior Grade "NNING DIV. GN Northern, Inc. 12" �y Not to Exceed 12" MIN 8' MIN Job Number: 211-170 Client: Yakima School District Optional 6' Leveling Course 14' Minus Aggregate Base Course Meeting WSDOT 9-03,9(3) and Compacted to 95% of ASTM D1557 Non -Yielding Native Soils N, T, S, Doc. INDEX # J-1 Bearing Zone Improvements AC Davis High School Additions and Modernization Yakima, Washington Date Mounted By I Reviewed By Figure Northern, I Consulti:nlg Engineers Environmental Scientists Construction Materials Testing RECEIVED Existing Footing JAN 2 7 2G12 Footings (@, Different Elevations CITY OF YAKUWA NA NTS PLANNING DIV. MIN 1,25)KB Notes. Existing Footing New Footing Where "B" is the new footing width (not to exceed 8f t) 2� Footings Q Same Elevation NA NTS GN Northern, Inc. Job Number: 211-170 Client: Yakima School District DOC. INDEX Footing Details # J-1 AC Davis High School Additions and Modernization Yakima, Washington Date Mounted By Reviewed ByFigure 6/2010 1 CM I IM F 6 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA SCHOOL DISTRICT — DAVIS HIGH SCHOOL RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER K Supplemental Information INDEX# ��. �vuc y `;D®Ci7MENYT '� : z� r, K-1 Ordinance No. 1135 —Vacation of a Portion of S 6r Ave 05/19/1969 K-2 Yakima Parks and Recreation Commission Meeting Minutes 10/12/2011 K-3 Trolley Track Photographs 01/27/2012 K-4 Historic Property Inventory Report Submitted by YVT 03/13/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o"w�RiMEN'°F Historic Property Inventory Report aR011PEOLOGV a M15iORK: PRESERVAl10N Location Field Site No. 3 DAHP No. Historic Name: YVTC_Car Repair Barn/yard Common Name: Property Address: 3rd Avenue S./Pine Avenue W., Yakima, WA 98901 Comments: Tax No./Parcel No. 18132444465 Plat/Block/Lot LUND'S ADD: PT BLK 255 & 256 Acreage 2 Supplemental Map(s) Sanborn Township/Range/EW Section 1/4 Sec 1/4 1/4 Sec County T13R18E 24 Yakima Coordinate Reference Easting: 1638086 Northing: 459410 Projection: Washington State Plane South Datum: HARN (feet) Quadrangle YAKIMA WEST 600 Tuesday, March 13, 2012 Page 1 of 9 IN® _ {V�*%am�a9 ENT _ ' HISTRGPRESE Historic Property Inventory Report 'ARCHAEOLOGY HISTORIC PRESERVAMIN . Identification Survey Name: Yakima TE Date Recorded: 05/31/2007 Field Recorder: Brandi Barleycorn/Artifacts Consulting Inc. Owner's Name: Mental Health, Central WA Comprehensive Owner Address: 402 S. 4th Avenue City: Yakima State: WA Zip: 98907 Classification: Building Resource Status: Comments: Other (HABS, HAER) State Register National Register Within a District? Yes Contributing? Yes National Register: Local District: National Register District/Thematic Nomination Name: Yakima Valley Transportation Company Eligibility Status: Not Determined - SHPO Determination Date: 1/1/0001 Determination Comments: Description Historic Use: Transportation - Rail -Related Plan: Rectangle Stories: 2 Changes to Plan: Intact Changes to Original Cladding: Changes to Other: Other (specify): Style: Cladding: Other Other Foundation: Form/Type: Other Utilitarian Narrative Study Unit Transportation Agriculture Date of Construction: 1910 Built Date Tuesday, March 13, 2012 Current Use: Vacant/Not in Use Structural System: Braced Frame Changes to Interior: Unknown Changes to Windows: Roof Type: Other Other Builder: Page 2 of 9 Roof Material: Other iDEPARIMENT OF /XCMAEOLCGva Historic Property Inventory Report ' kSTORIC PRESERVATION Engineer: ' Architect: Property appears to meet criteria for the National Register of Historic Places:Yes ' Property is located in a potential historic district (National and/or local): Yes - Local Property potentially contributes to a historic district (National and/or local): Yes Statement of Built in 1910, the Car Repair Barn functioned as a repair shop for the Yakima Valley Transportation t Significance: Company (YVTC). Originally, the facility included three divisions. On the west side was a car barn, which temporarily housed the cars prior to repair or reuse. It was demolished in 1976 when the storage space it provided was no longer needed. The central building was YVTC's main repair facility. Attached to the east ' side of this structure was a long single-story wing that housed office spaces as well as a blacksmith's shop at the northern end and storage space in the southern half. The Naches River Yakima Valley Transportation Company Car Repair Barn is listed on and is a contributing resource within the National Register of Historic Places and the Washington Heritage Register Yakima Valley Transportation Company Historic District (1992). The district includes the central facility site (buildings and objects) at South Third Avenue and West Pine Street in Yakima, tracks and overhead lines, the Wide Hollow substation, as well as approximately twenty-one miles of track and associated overhead ' electrical lines. The YVTC operation consists of several lines providing service between distinct points. The Yakima-Selah line is one of these. Others include the Wiley City line and the Gromore line. Nominated property for the Naches River YVTC Car Repair Barn includes the company's rail line, substation, warehouse, storage shed, and Naches YVTC River Bridge. The following narrative summarizes material from the National Register of Historic Places historic district nomination for the YVTC. [The Yakima Valley Transportation Company is a rare and intact example of an interurban electric railway system Construction on the Yakima Valley Transportation Company began in 1907, and the next fifteen ' years saw an expansion of the track line to various agricultural districts around the city of Yakima. Originally, the Yakima Valley Transportation Company depended on passenger service for its patronage; however, the system was adapted to carry freight from Yakima farms to the rail lines in the city. The growth of the freight system facilitated the planting of large orchards and helped develop Yakima into one of the state's most productive agricultural regions. Most of the nation's interurban systems have been dismantled. The Yakima Valley Transportation Company is the only system that survives in Washington State and it has become a unique reminder of a type of transportation system that "bridged the gap between a horse and buggy nation and a modern America that rides on rubber over endless lanes of concrete." (YVTC National Register Nomination) The Yakima=Selah line was built out in 1912-13 as part of the post-1909 expansion financed through ' capital from the line's purchase by Oregon Railway & Navigation. This line served as an important freight and worker transport connection between the two cities. The segment runs from South Third Avenue and West Pine Street in downtown Yakima, out along West Pine Street, north along Sixth Avenue beyond the ' city limits into Yakima County, and over the Naches River YVTC Bridge into Selah. The first sections of YVTC line were laid on Yakima Avenue in 1907, and by 1920 the system had reached its peak length at forty-eight miles of track. Materials, assemblies, and operation corresponded with a multitude of other interurban lines connecting various municipalities throughout the United States during 1 this same period. Though it did provide passenger transportation, as automobile popularity grew, the YVTC depended upon exporting local produce, capitalizing on the line's interconnection between fruit orchards, cold storage warehouses, and transcontinental shipping rail lines. ' Tuesday, March 13, 2012 Page 3 of 9 DOC. INDEX °ISTORC,ERESE Historic Property Inventory Report ARCHAEOLOGY d HISTORIC PRESERVATION In 1909 Oregon Railway & Navigation, a subsidiary of the Union Pacific Railroad, purchased the Yakima- Selah line. This provided capital to expand the system to its eventual full capacity—including lines, trolley barn, substation, and associated elements—by 1920. Passenger service within the system included regular service to and from the Washington State Fairgrounds (until the 1930s), sight-seeing tours, and general worker and passenger transportation. Interurban passenger service ceased by 1935, then service within Yakima by 1947. Freight service remained the system's primary role through 1983. Tourist excursions commenced during the 1970s and continue today on a limited basis. A nonprofit group, Yakima Valley Trolleys, has operated the system since 2002. Description of The Yakima Valley Transportation Company's center of operations has been a large plot of ground Physical bounded by South Third Avenue, Pine Street, and South Fourth Avenue. Known as the YVTC yard, this Appearance: area's most prominent feature is a large barn -like structure. Built in 1910, and located at the north side of the yard, bordering Pine Street, this building functioned as a repair, storage, and office facility for the Naches River YVTC. This Industrial style, two-story structure has a one-story eastern wing and features a rectangular footprint. Oriented towards the northeast, the barn exhibits an overall utilitarian form. A wood and gravel floor carries an internal wood beam superstructure and bracing. Tracks lead into the building. Load-bearing, rough -cut, random -coursed ashlar and squared rubble stone make up the perimeter walls. The sandstone is weak and in need of repair in many places. Several smaller pieces have fallen and lie at ground level along the exterior walls. Clearstory windows—multiple-pane and segmental - arched with wood sashes—penetrate the main repair facility. Two similar windows flank the north entrance. An arched wood truss roof sheds precipitation and shelters interior spaces. The roof might have been slightly modified in the late 1970s, but it is unclear from the documentation. Access to the shop is provided through a wood barn -type door on the building's north side and two sliding doors on the south Attached to the east side of this structure is a long single -story wing that housed office, storage, and shop spaces. Also constructed of sandstone, the interior rooms are illuminated by segmentally -arched, double - hung wood sash windows. The blacksmith's shop, located at the northern end of this wing, has a dirt floor. The offices have wood floors, matchstick -board walls, and period radiators. The southern end of this wing was used for storage. The barn is currently not in use. Major Pegram, George Herndon. (January 1939). "Autobiography of George H. Pegram — Part I." Civil Bibliographic Enginee, ing. Vol. References: --- Part II. Vol. 9, #2. ---. Part II. Vol. 9, #3. ---. Part II Vol. 9, #4. Pegram Truss Railroad Bridges of Idaho. National Register of Historic Places Inventory Multiple Property Documentation Form. (1997). U.S. National Park Service: Washington D.C. Yakima Valley Transportation Company. National Register of Historic Places Inventory Nomination Form (1975, 1983). U.S. National Park Service: Washington D.C. Yakima Valley Transportation Company Interurban Railroad. Historic American Engineering Record, no WA -13. (1987). Kenneth C. Johnson, D.D.S.: Kent, WA. Tuesday, March 13, 2012 Page 4 of 9 0 ;t - r 11 ARCMAECLOGY 6 NIAORIO PRESERVA710N Photos LJ Historic Property Inventory Report E Barn and East Wing along W. Pine St Barn and East Wing looking southwest z - u North fa§ade along W. Pine St. Northwest angle J u ®®C. Tuesday, March 13, 2012 Page 5 of 9 9N 'WARIMENT OF ART,A�Eo�.� MiSTORIC PRESERVATION Historic Property Inventory Report North Door to East Wing Door to East Wing along W. Pine St. Tuesday, March 13, 2012 Page 6 of 9 Ow. INDEX 1 1 1 1 1 1 1 1 1 1 1 1 1 ;�^✓', 6EPASnMENTOF ARCHAEOLOGY A HISTORIC PREERVAl10N 111-1-11-- identifi ral— identification Historic Property Inventory Report Survey Name: Assessors Data Project: Yakima Commercial Field Recorder: Artifacts Consulting, Inc. Owner's Name: Owner Address: City: State: Classification: Building Resource Status: Comments: Survey/inventory Within a District? No Contributing? National Register: Local District: National Register District/Thematic Nomination Name: Eligibility Status: Not Determined - SHPO Determination Date: 9/14/2011 Determination Comments: Description Historic Use: Unknown Plan: Unknown Stories: 1 Changes to Plan: Changes to Original Cladding: Changes to Other: Other (specify): Style: Cladding: Unknown Brick Foundation: Form/Type: Unknown Utilitarian Narrative Study Unit Architecture/Landscape Architecture Date of Construction: 1940 Built Date Tuesday, March 13, 2012 Date Recorded: 08/01/2011 Zip: Current Use: Commerce/Trade - Warehouse Structural System: Brick Changes to Interior: Changes to Windows: Roof Type: Unknown Other Builder: Engineer: Architect: Roof Material: Unknown ®®Ce Page 7 of 9 ONDEX gin ARCH`"E"'°` .ARCHAEOLOGY a NI570RIC PRESERVh1OdHistoric Property Inventory Reportort Property appearsto meet criteria for the National Register of Historic Places:Unable to Determine Property is located in a potential historic district (National and/or local): Unable to Determine Property potentially contributes to a historic district (National and/or local): Unable to Determine Statement of Data included on this historic property inventory form (HPI) detail stemmed from County Assessor Significance: building records imported by the Washington State Department of Archaeology of Historic Preservation (DAHP) into WISAARD in 2011. This upload reduces data entry burden on community volunteers and historical societies participating in the survey and inventory of their communities. The intent of this project is directed specifically to facilitating community and public involvement in stewardship, increasing data accuracy, and providing a versatile planning tool to Certified Local Governments (CLGs). Project methodology entailed use of the University of Washington's State Parcel Database (http://depts.washington.edu/wagis/projects/parcels/development.php) to provide the base parcel layer for CI -Gs. Filtering of building data collected from each county trimmed out all properties built after 1969, as well as all current, previously inventoried properties. Translation of building data descriptors to match fields in HPI allowed the data upload. Calculation of point locations utilized the center of each parcel. Data on this detail provides a snapshot of building information as of 2011. A detailed project methodology description resides with DAHP. Project team members: Historic Preservation Northwest, GeoEngineers, and Artifacts Consulting, Inc. (project lead). Description of The building at 404 S 3rd Avenue, Yakima, is located in Yakima County. According to the county assessor, Physical the structure was built in 1940 and is a warehouse. The 1 -story building has a brick structural system. Appearance: The walls of the utilitarian form are clad principally in brick. Major Bibliographic References: Tuesday, March 13, 2012 Page 8 of 9 INDEX W DEPARIMENI OF ARCNAEOXGY L NISfoRIC PRESERVATION Photos Tuesday, March 13, 2012 Historic Property Inventory Report Page 9 of 9 C° INDEX APPENDIX i -TROLLEY TRACK PHOTOGRAPHS RfBU I kOW RECEIVED TCH CHITECTS .SAN 2 7 Wiz CITY UF YAKIMA RANIUING DIV, A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS 6T" AVENUE TROLLEY TRACKS PROJECT NO. 10013 JANUARY, 2012 PHOTO #1 6th Avenue, View to North �7 SE uRRow CH CHITECTS RECEIVED IL\Ni 2 7 2C12 CITY uf- YAKIMA PLANNING DIV. A.C. DAVIS HIGH SCHOOL MODERNIZATION & ADDITIONS 6T" AVENUE TROLLEY TRACKS PROJECT NO. 10013 JANUARY, 2012 PHOTO #2 6th Avenue, View to North from Pine Street LV c. INDEX # K3 n 1 fh„rr ., IA/ot�h Arrhitortc 0 c APPENDIX H: YAKIMA PARKS AND RECREATION COMMISSION 10/12/11 Yakima Parks and Recreation Commission Meeting Minutes for October 12, 2011 ►4N 2 7 2G12 CITY OF YAKIMA PLANNING DIV, Commissioners Present: Robert Busse, Chairman; Mike Nixon, Co -Chair; Paul Williams; Jo Miles; Tom Hinman, Sam Karr, Tim Pettingill; and Alec Regimbal. Commissioners Absent and Excused: Rod Bryant Guest: Council Liaison: Maureen Adkison, Yakima City Council Member Staff present: Chris Waarvick, Public Works Director; Ken Wilkinson, Parks & Recreation Manager; Joseph Calhoun, Planner; and Melynn Skovald, Public Works Office Assistant. Call to Order - Chairman Busse called the October 12, 2011 meeting to order at 5:30 p.m. with a quorum present at City Hall in the Council Chambers, 129 North 2nd Street, Yakima, Washington. There was a motion to approve as written the minutes of the September 14, 2011 Yakima Parks and Recreation Commission meetings. The minutes were unanimously approved. Preliminary Budget Cuts for 2012 - Out of sequence of the agenda, Ken Wilkinson announced that he has been directed to put together two separate preliminary budget reduction lists for 2012 for the Parks and Recreation Division — one reducing the Parks and Recreation Budget by $250,000 and a separate list for $500,000 in Parks and Recreation budget cuts. Chris Waarvick denoted the factors and dynamics pertaining to the budget reduction directive that will be considered during the City Council budget review process. Parks and Recreation is among other divisions being asked to reduce its budget with final determination to be made by the Yakima City Council. Public Works Director Waarvick also directed attention to the Parks Commission's preeminent mission to maintain open space, and to take a look at what can be provided that delivers the largest benefit at the least cost for the most people. Comments and discussion followed about identifying consequences of any action taken and encouraging additional options, including consideration of a City Council imposed tax. The consensus of the Parks and Recreation Commission is that Ken Wilkinson will put together two preliminary lists of potential reductions to include not only hard back-up numbers, but also identify specific impacts each potential reduction would have, and then email the lists to the Parks and Recreation Commission members, and schedule a Parks Commission discussion meeting for some time next week (October 17 — 21). Community Wide Scientific Survey Data Discussion — Ken Wilkinson suggested Parks and Recreation Commission members review comments and opinions from the online survey, and bring it back for next month's meeting to discuss how it applies to Parks and Recreations goals. This will provide direction to city staff enabling them to reestablish and reaffirm the goals for the 2012-2016 Parks Comprehensive Plan. Davis High School Renovation Project Discussion — Recapping some of what was presented at previous meetings, Ken Wilkinson briefed the Parks Commission about the latest rendering that removes a minimal amount of green space to add improved parking in the area, adding a new safe pass-through to 6th Avenue which is a one way to the south. He also reported that YSD has agreed to the improvements to the tennis courts and the parking lot, and has offered help to replace the playground which they also use for their school daycare program for their students at Davis High School who utilize the park facility during the school year. Discussion and comments followed and it was moved by Nixon, seconded by Karr, that the Parks and Recreation Commission support the plan as presented and feel that it represents acceptable consideration of both Parks and YSD's needs, and as the design continues to move forward, that Parks and Recreation continue its involvement to refine this and may improve it further. The motion carried by unanimous voice vote. Parks Commissioner Karr requested that the existing historical dedication marker remain in place during construction. INDEX # _ ;�_ Kiwanis Park Improvement Project Update - Ballfield construction is occurring at Kiwanis Park with the contractors on site; the water line and sewer line are in; culverts are being put in for in the light poles, and the site is fenced and secure. If the weather continues to cooperate, contractors will most likely work steadily as we move toward Thanksgiving and curtail work when the asphalt plants shut down with construction continuing in the early spring. Ken Wilkinson reported a letter has been received from RCO providing until June 2012 to complete their required elements to avoid forfeiting the $50,000 retainage amount. The only required elements that are left are one ballfield, the walkway to it, and the volleyball court. Parks & Recreation Manager's Report o The number one priority is the budget reductions being prepared for submittal to the City Council. Survey data is being shared with the Commission and will be included in the City Council weekly information packets. For the Good of the Order Council Member Adkison invited everyone to the potato feed fundraiser at Harman Center on October 18 to raise money to replace all the security cameras that were stolen. There will be $10,000 contributed out of Parks Capital and Seniors Inc. will raise the other $10,000. Parks & Recreation Commissioner Sam Karr pointed out the survey results show Fisher Golf Course being one of the top six parks in the city. Chair Busse reported that a person has to pay to park when they visit Stanley Park in Canada. The meeting adjourned at 6:30 p.m. RECEIVE-° JAN 2 7 2012 CITY OF YAKIMA R ANNING DIV DOC. INDEX 2 fid. _ ORDINANCE NO. AN ORDINANCE providing for the vacation of a portion of South 6th Avenue, within the City of Yakima, Washington. WHEREAS, by resolution of the City Council, a hearing on the vacation of the street described below was set for the 17th day of qB March, 1969, and was thereafter duly postponed from time to time until May 19, 1969, in the Council Chambers of the City of Yakima, at the City hall in Yakima, Yakima County, Washington, and notices thereof were duly given in the manner provided by law, and WHEREAS, as a result of said hearing, the City Council finds it to be in the best interests of the City of Yakima that said street be vacated, now, therefore, Section 1. The following described street in the City of Yakima, Washington, to -wit: The entire width of that portion of South 6th Avenue between the southerly right-of-way line of West Walnut Street and the Ob northerly right-of-way line of West Spruce Street, and the entire width of that portion of South 6th Avenue between the southerly right-of-way line of West Spruce Street and the northerly right-of-way line of West Pine Street, be and the same is hereby, vacated. Section 2. The City of Yakima hereby reserves and retains to itself an easement, and the right to exercise and grant easements, over, under, across and along the entire width and length of the street hereby vacated, for the continued existence of, the subsequent construction of, and for the repair and maintenance of, any and all public utilities and public services of every nature including, but not limited to, the tracks and catenary system of the Yakima Valley — - - - __ y __ I—A 1 .... .+.�......A o�rsn4'i7YO Chat 1 1 11 or shrubs be allowed to grow or overhang,. or other obstruction be created or allowed to exist, which would constitute an obstruction of the clearance of eight feet six inches on either side of the centerline of the Yakima Valley Transportation Company tracks for the duration of any franchise or other right or privilege of Yakima Valley Transportation Company to maintain tracks through the vacated street. Section 3. This Ordinance shall be in full force and effect thirty days after its passage, approval and publication as provided by law and by the City Charter. PASSED BY TFIE CITY COUNCIL, signed and approved this 19th day of May, 1969. ATTEST: City Clerk i Mayor I YAHIMA SCHOOL DISTRICT —DAMS HIGH SCHOOL ' RWV#002-12, VAR#002-12 (CL3#002-12, SEPA#005-12, ADJ#003-12) EXHIBIT LIST CHAPTER L Additional Information Submitted at the Hearing 5 ! Y 1Nl)E#f14 P,a+y^,'.,--4�,.'z'ti - r">;`U'f^' 'Y� _ •s;. , . ; :T'" _ fi i'ty'j$.' it ;��7 � 'l� y °:� S £ V;�, �� W�= D®_CIJME�NxT�:..��°DATE Comment Letter submitted by Barbara Harris S 'L-1 04/25/2012 L-2 Photos of Posted Notices for the Public Hearing 04/26/2012 L-3 Overall Site Plan 04/26/2012 L-4 Campus Site Plan 04/26/2012 L-5 Overall Lower Level Floor Plan 04/26/2012 L-6 Overall Level l Floor Plan 04/26/2012 L-7 Overall Level 2 Floor Plan 04/26/2012 L-8 Overall Level 3 Floor Plan 04/26/2012 L-9 Perspectives 04/26/2012 L-10 Perspective 04/26/2012 L-11 Construction Plans — Phase 1 04/26/2012 L-12 Construction Plans — Phase 2 04/26/2012 L-13 Construction Plans — Phase 3 04/26/2012 L-14 Construction Plans — Phase 4 04/26/2012 L-15 Notice of Petitions & Hearing posted on Council Chambers 04/26/2012 11 I)EPARTUENT OF (OAL11I'All Y,tA1) E('OA'03,11(' UEI'F.U)P,11E',N'%' Planning Division 129 :North Second Street, 2nd Floor Yakima, ft%hington 9!'901 (509)575-618.; • Fa.r (509) 575-6105 wwx•.huildingyaki►na.c•orn x x w.ci _Yakima.wa,us/serrrcc�/plQnnirrg/ Notice of Petitions & Hearing Right -of Way Vacations in the vicinity of the Davis High School Campus File No. RWV#002-12 The Yakima School District has petitioned the City of Yakima to vacate the following portions of roadways near the Davis High School Campus: I . South 7`1' Avenue between Pine and Walnut Streets 2. Spruce Street between the alleys west and east of South 7th Avenue 3. The alley between South 7t' and 6t' Avenues 1 In consideration of these petitions, an open record public hearing will be held before the City's Hearing Examiner on Thursday, April 26, 2012 at 9:00 a.m. in the ' Yakima. City Council Chambers, 129 North 2nd Street, Yakima, WA 98901. This hearing will be continued until May 9, 2012 at 9:00 am at which time the hearing will be reconvened so that additional testimony may be received. The ' public is invited to attend. If you have any concerns regarding this proposal and cannot attend this hearing you may mail your comments to City of Yakima, 1 Department of Community &; Economic Development, Planning Division, 129 North 2nd Street, Yakima, WA 98901. Please be certain to reference RWV#002- 12 in your correspondence. At the conclusion of this hearing, the Examiners recommendation on this application will be forwarded to the Yakima. City Council for review at an open 1 record public hearing yet to be scheduled. If you have any questions with regards to this proposal, please call Christine Wilson, Assistant Planner at (509) 576-6736. 1 _ S %z9/r_ T � —/ 'v�/ GI/� Yakima vL G l Z -U ARNta DIV d A.C. DAVIS HIGH SCHOOL PHASE 1: AUGUST 2012 - JULY 2013 PHASE 1 5 MAY 2013 - JULY 2014 PHASE 2 JUNE 2013 - APRIL 2014 PHASE 3 APRIL 2014 - MAY 2.015 PHASE 4: JANUARY 2015 - AUGUST 2015 Summer 2015 Summer 2015 1 ( I L Aux. Gym nia YAKIMA PUBLIC SCHOOLS Summer 2015 Q CJ Q ui Y Q > C.D V oZ UJ a : LOOFBUR,FVW CONSTRUCTION PLANS - PHASE 4 4.26.2012 WETCH ARCHITECTS IM m� IM� m m m m m m m m m m m m sp,i*m A.C. DAVIS HIGH SCHOOL nia YAKIMA PUBLIC SCHOOLS PHASE 1 AUGUST 2012 - JULY 2013 PHASE 1 5 MAY 2013 - JULY 2014 PHASE 2 JUNE 2013 - APRIL 2014 Sum� PHASE 3: APRIL 2014 - MAY 2015 2014 PHASE 4 JANUARY 2015 - AUGUST 2015 >3UIL0w A l _� + Ad.Mn �___ I WMaw Gym dw MULDMO D Existing GymPwfom5« 6TH AVE IMPROVEMENTS SUMMER 2014 Summer 2014 OOFBURROW CONSTRUCTION PLANS - PHASE 3\ 4.26.2012 ETCH r APCHITECTS L - /3 ,,o W cQ� C > .� Yo cc c.7 4J z WC-- W C) Z cr 2 OOFBURROW CONSTRUCTION PLANS - PHASE 3\ 4.26.2012 ETCH r APCHITECTS L - /3 A.C. DAVIS HIGH SCHOOL nia YAKIMA PUBLIC SCHOOLS PHASE 1 AUGUST 2012 - JULY 2013 PHASE 1 5 MAY 2013 - JULY 2014 PHASE 2: JUNE 2013 - APRIL 2014 PHASE :3 APRIL 2014 - MAY 2015 PHASE 4 JANUARY 2015 - AUGUST 2015 m a& o CJ c Q g> W Ya C° < z LU (.) u-z o LU Q cc a CONSTRUCTION PLANS - PHASE 2 4.26.2012 \/VETCH ETCH ARCHITECTS 1• MI MI m m m m m m m m m m m m op,mm A.C. 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