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HomeMy WebLinkAboutLUA99-146 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 20020312002939 CITY OF RENTON BS 03/12//2002F14:31 10.00 KING COUNTY, WA BILL OF SALE Property Tax Parcel Number: 212305�9057 ect Pr F' e..# Street Intersection: Address: 2�'�y ' C990429 lie i 4./111Z yauxrGs ley ilk Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): Grantee(s): 1. Renton School District /403 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to cr' the Grantee,as named above,the following described personal property: as- WATER SYSTEM: Length Size Type 0 101 L.F.of 8" " D1 Water Main 0 633 L.F.of 10" D1 Water Main 1 e , I X.of 10" " Gate Valves VRtISAKin 1 ea each of 8" " Gate Valves c,*a 2 each of 6" " Gate Valves 3 each of Fire Hydrant Assemblies E`r SANITARY SEWER SYSTEM: Length Size Type a L.F.of Sewer Main _ L.F.of " Sewer Main L.F.of Sewer Main each of " Diameter Manholes each of " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type L.F.of Storm Line L.F.of Storm Line L.F.of Storm Line each of 79 Storm Inlet/Outlet each of Storm Catch Basin each of 39Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement: SY or L.F.of Width STREET LIGHTING: #of Poles By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. r _ae)(6 H:\FILE.SYS\FRM\84HNDOUT\BILLSALE.DOC\MAB Page 1 r Form 84 000 1/bh WITH S WHE ,I hav hereunto set my hand and seal the day and year as written below. INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) ' I certify that I know or have satisfactory evidence that + , : >eld. signed this instrument and ti� °z �▪ •i acknowledged it to be his/her/their free and voluntary act for the uses and purposes ` mentioned in the instrument • PUB LIZ c Notary Public in and for the State of Washington A. ; -0 • r. Notary(Print) mArn-d Afen" ` \\\ My appointment expires: 1-1 8-o • Dated: l t lit./n l ers REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss crs COUNTY OF KING ) I certify that I know or have satisfactory evidence that c1- cv signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and aof to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. cv Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of _ , 19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. • Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: Page 2 t$ ( :; CIT • JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • April 13, 2000 Mr. Michael Grimit McGranahan Architects 950 Fawcett, Suite 300 Tacoma, WA 98402 SUBJECT: Tiffany Park Elementary School Project No. LUA-99-146,SA-A Dear Mr. Grimit: This letter is to inform you that the appeal period has ended for the Administrative Site Plan Approval for the above-referenced project. No appeals were filed. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all Site Plan Conditions of Approval. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager cc: Renton School District#403/Owners FINAI 1055 South Grady Way-Renton,Washington 98055 I ? 1 411 IT.t$ tee CITY _.F RENTON Planning/Building/Public Works Department • J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator March 24,2000 Mr.Michael Grimit McGranahan Architects 950 Fawcett, Suite 300 Tacoma,WA 98402 SUBJECT: PARKING MODIFICATION REQUEST- • TIFFANY PARK ELEMENTARY SCHOOL/FILE NO.LUA-99-146,SA-A Dear Mr. Grimit: We have received the attached request for modification of the Parking and Loading Ordinance for the above referenced project. Our evaluation and decision follow. Summary of Request The Renton School.District has submitted a parking modification request (attached)from section 4-4-080F10e of the City's Parking Regulations. The request is to provide 37 spaces over the maximum number of on-site parking spaces permitted by code. Section 4-4-080Fd allows the Administrator tor grant modifications from the parking standards for individual`cases provided that the modification meets the following criteria (pursuant to RMC 4-9-250D2): . . a. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; and b. Will not be injurious to other property(s) in the vicinity; and c. Conform to the intent and purpose of the Code; and d. Can be shown to be justified and required for the use and situation intended; and e. Will not create adverse impacts to other property(ies) in the vicinity. Background The applicant, the Renton School District, has requested a modification from the City's . Parking Regulations in orderto•exceed the maximum number of on-site parking spaces • - - . .- . permitted by code. The School District is proposing renovations to Tiffany Park • Elementary School, including the demolition of 38,170 square feet of existing building • - - area and.the•constryction of 43,030 square feet of new building.areas. The project also . Document2\cor . 1055 South Grady Way'-Renton;Washington 98055 ' • This paper contains 50%recycled material.20%post consumer . March 24, 2000 Page 2 includes the reconfiguration of landscape and parking areas, which would result in an increased amount of on-site parking. The proposal would result in a total of 87 on-site parking spaces, including 50 employee spaces. In addition, 6 bus loading spaces are also proposed. Section 4-4-080F of the parking regulations requires the provision of a specified number of parking spaces based • on the amount of square footage dedicated to specific uses: For the subject elementary school, the following parking ratio is applicable: • one parking space for each employee, plus off-street spaces for buses. I RMC section 4-4-080F10 states, "in determining parking requirements, when a single 'number of parking spaces is required by this Code, then that number.of spaces is.to be • interpreted as the general number of parking spaces required, representing both the minimum and the maximum number of spaces to be provided for that land use". Based on this requirement and the ratio listed:aboWexactly 50 spaces (plus bus loading) are required for the site. The proposa(o:provide 87 spaces,would have 37 more.parking ;spaces than the amount permitted by code_. In addition to the subject parking"modification request„theOrop;osal requires Administrative Site Plann'Approval: The,approval of the site'plan:will be contingent upon the approval of the parking modification request: s Analysis j..' : . a.) Will meet the objectives and safety,function,appearance, environmental protection and maintainability intended by the:Code'requirements, based upon sound engineering judgment.;' ., ," 'J" ";`-` The number specified in the,code is a singular number;a range is not provided. Therefore, properties are'required'.to provide'.the minimum parking required for that use, but.are not allowed to exceed this NJ-piper•without"a modification from the parking, regulations. The applicant contends that the current needs of the facility require parking spaces in excess of code requirements. No increase in trips to the site are anticipated, only a change in the location where parking would occur on site. As a result, the reconfiguration of the parking areas would create a total of 87 spaces for the site. The approval of the parking modification would allow for the provision of additional parking spaces necessary for the safety, function, appearance, environmental protection and maintainability of the Renton School District's use of the property. The additional spaces are essential for the provision of sufficient off-street parking to meets the needs of the site and will, therefore, meet the objectives intended by the code requirements. b.) Will not be injurious to other property(s) in the vicinity. • . The provision of additional stalls may alleviate current conflicts over off-site parking • during peak.events-by providing adequate parking for the school's use of the property. • . • .. . Therefore, the.approval of the parking modification would not be injurious to other properties in the vicinity. .Document2\cor ' March 24, 2000 Page 3 c.) Conform to the intent and purpose of the Code. ' The parking provided on the subject site is intended to serve a multitude of uses at the facility,which occur at varying times of the day. The applicant contends that the parking ratio established by current regulations does not provide an adequate amount based on the present needs of the facility. For this specific use, the proposal to create additional parking in excess of the maximum permitted by code addresses the intent of the regulations. Therefore, the approval of the modification would conform to the intent and purpose of the,current parking code. . c.) Can be shown to be justified and required for the use and situation intended. . Currently,the existing parking situation for the site often creates an overflow-parking situation that adversely impacts adjacent properties and.rights-of-way. By providing additional parking spaces,the applicant is not only alleviating the current problem,but is . also addressing the intent and purpose of the parking ordinance—to provide sufficient parking for the Renton School Distiiers'ihe'Of the site. The approval of the modification . can be considered justified and.required for the use and situation intended. e.) Will not create adverse impacts to other'property.(ies) in the vicinity. • There would not be an adverse impact to surrounding properties by creating additional parking stalls on:the;site. The provision of additional stalls may serve " to alleviate current conflicts:over=off-site_parking during,peak events and would not adversely impact other�properties.:.inV;the vicinity. }' • • Decision: The attached Tiffany Park Elementary School parking modification request is hereby approved. The approval of the modification will allow the applicant to provide a greater amount of on-site parking for the facility.than the„maximum number currently permitted by code. • • • • • Document2\cor March 24,2000 Page 4 Appeals of the land use decision must be filed in writing on or before 5:00 pm (two weeks from date of decision)April 7, 2000. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Hearing Examiner are governed by City of Renton Municipal Code Section 4-8-110B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Sincerely, Gregg Zimmerman,Administrator Planning/Building/Public Works Dept. cc: Mike Torgerson,Renton School District;: Jennifer Henning Lesley Nishihira V:: Document2\cor - - Review Comments. B990732 TIFFANY PARK SCHOOL PLANNING COMMENTS (3/23) : LESLEY NISHIHIRA 430-7270 1 . PENDING COMPLETION OF APPEAL PERIOD AND CHANGES PER SITE PLAN DECISION. APPEAL PERIOD ENDS 4/5/00 AT 5 : 00PM. PUBLIC WORKS REVIEW COMMENTS : ARNIE HENNINGER-425-430-7298 1 . SEE ATTACHED COMMENT LETTER. BUILDING COMMENTS : CRAIG BURNELL 425-430-7290 1 . SEE ATTACHED COMMENT LETTER. ! / '.' • . REPORT City of Renton / , Department of Planning/Building/Public Works & , DECISION ADMINISTRATIVE LAND USE ACTION DECIS/OI N DATE: March 22, 2000 Project Name: Tiffany Park Elementary School Renovations Applicant/Owner: Renton School District File Number: LUA-99-146, SA-A Project Manager: Lesley Nishihira . Project Description: The Renton School District is requesting Site Plan Approval (SA-A) for renovations proposed to Tiffany Park Elementary School. The project includes the demolition of 38,170 square feet of existing building area and approximately 43,030 square feet of new construction. Revisions to parking areas and landscaping are also proposed. i Project Location: 1601 Lake Youngs Way SE Exist. Bldg. Area SF: 48,610 sf Proposed New Bldg. Area SF: 43,030 sf Site Area: 9.73 acres Total Building Area SF: 53,470 sf R-8 s' �� 01 \ RC C R-14 �,,1D` • R-1, RC I 4� RM—I �� / SE Royal Rills Dr 8 o A.. Oake �b : a. rG -rTF = • L • h, p,,,FF o —8 tctR157t • � - 1 114_ . ' 1 , -i s x ae 4- = ! e s\.4' c, I I I I.)- '0�r tics�_ 8 .. SE 160th St. SE t... .I • w IH16: ('�1 n r-1 (-- 1 r- Project Location Map sarpt City of Renton P/B/PW Departm `nistrative Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY:. .IDOL RENOVATIONS LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 2 of 7 PART ONE: PROJECT DESCRIPTION/BACKGROUND The Renton School District is proposing renovations to the existing Tiffany Park Elementary School, located in the Residential — 8 dwelling units per acre (R-8) zone. The project includes the demolition of 38,170 square feet of existing building area (constructed in 1968) as well as all existing asphalt parking areas (approximately 126,000 square feet). The existing 10,440 square foot classroom building _(constructed in 1991) is to remain with modernization improvements. The construction of 43,030 square feet of new building area is proposed, including a new four-room classroom addition to the remaining - 10,400 square foot structure and a connecting breezeway to a new_main building. Three future portable classrooms, totaling 3,360 square feet in area, are also indicated on the west side of the site. The proposal would result in a revised gross building area of 56,830 square feet for the property. Also included with the proposal would be the relocation of an existing 4,850 square foot play shed and the construction of a 1,376 square foot bus shelter. In addition, new play fields would be created, as well as a new bus drop off, revised driveway entries, and new parking areas. The new parking areas would result in an increased amount of on-site parking. Therefore, the applicant has submitted a parking modification request in order to exceed the maximum number of parking spaces permitted by the Parking Regulations. The Renton School District has served as lead agency for the SEPA Environmental Review of the proposal. A Determination of Non-Significance— Mitigated (DNS-M) was issued for the project on February 7, 2000. The decision was followed by a two-week appeal period, during which no appeals were filed. The adopted mitigation measures include a Fire Mitigation Fee based on $0.52 per square foot of new construction as required for all new construction within the City. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit I Conditional Use Binding Site Plan Special Permit for Grade &Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. A1.01, Site Plan (Received December 30, 1999). Exhibit No. 3: Drawing No. A5.01, Architectural Elevations (Received December 30, 1999). Exhibit No. 4: Drawing No. L1.0, Landscape Plan (Received December 30, 1999). Exhibit No. 5: Drawings No. 2.0 thru 2.1 DD, Grading, Paving & Storm Plan (Received December 30, 1999). Exhibit No. 6: Drawings No. 3.0 thru 3.1 DD, Water& Sewer Plan (Received December 30, 1999). Exhibit No. 7: Page G5-W, City of Renton Zoning Map. C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9- 200E1 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The subject site is designated Residential Single Family (RSF) on the City's Comprehensive Plan Land Use Map. The Comprehensive Plan contains policies that support the siting of educational facilities in residential designations in order to serve area residents (Objective LU-KK and Policy LU- sarpt r / City of Renton P/8/PW Department Admini; 'e Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY SCHOIL . ENOVATIONS LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 3 of 7 249). The;existing elementary school, and therefore the renovation of the facility, is consistent with the City's Comprehensive Plan. 2. Conformance with existing land use regulations; The subject site is zoned Residential at 8 dwelling units per acre (R-8). School expansions of up to 10% are permitted in this zoning designation subject to Site Plan Approval. The proposal's compliance with the development standards of both the R-8 zone and the parking regulations is discussed;below. Setbacks—The R-8 zone requires a minimum street frontage and rear yard setback of 20 feet. The required side yard setbacks are 5 feet for interior side yards and 15 feet for side yards along streets. - - The proposed areas of construction would remain outside of the required setback areas with proposed setbacks of 227 feet from the site's north property line, 130 feet from the east property line, 50 feet from the south property line, and 225 feet from the west property line. . Building Height — The R-8 zone restricts building height to 2 stories and 30 feet. The proposed height for the new building areas would be approximately 30 feet as measured'from the mid-point of the roof pitch to the finished floor elevation. The highest portion of the building, however, would measure 40-feet. Lot Coverage — The maximum lot coverage allowed by buildings in the R-8 zone is 35%. The existing buildings, whicifitotal 48,610 square feet, have a lot coverage of approximately 10%. The project would demolish 38,170 square feet of existing building area and would leave 10,440 square feet intended for renovation. The construction of 43,030 square feet of new building area, plus the areas intended to remain, would arrive at a revised building lot coverage of 13%, which is within the permitted maximum. On a temporary basis, the use of future portable would not significantly • increase the proposed building lot coverage. Parking—The site is currently developed with existing parking areas. However, the project includes revisions to these areas, which would result in an increased: amount of on-site parking spaces. Based on the number of employees at the school, 50 parking stalls are permitted on the property. As part of the land use application, the applicant has submitted a parking modification request in order to exceed the maximum number of parking spaces permitted by code by 37 stalls. Staff will recommend as a condition of approval, that the applicant obtain approval of the modification request prior to the issuance of building permits. In the event the modification is not approved, the applicant would be,required to revise the site plan so that it conforms to all parking code requirements. 3. Mitigation of impacts to surrounding properties and uses; The proposed remodel would not adversely impact surrounding properties and uses considering the site is currently developed. Potential short-term noise and traffic impacts would result from the initial construction of the project. Existing code provisions that limit construction work hours in residential areas to the hours between 7:00 am to 8:00 PM, Monday through Saturday, would serve to mitigate these impacts. 4. Mitigation of impacts of the proposed site plan to the site; The proposal is not expected to adversely impact the site. No sensitive areas are located on or near the subject property. As indicated in the applicant's construction mitigation description, best management practices would be used to reduce erosion and sedimentation impacts to the site. The project would require the removal of approximately 37 existing trees throughout the site, including several located in the proposed multi-use turf fields as well as several where the proposed gym and parking areas would be placed on the east side of the property. However, the majority of the trees located along the site's northeastern property line. (Lake Youngs Way) would be retained within a landscaped buffer approximately 40 feet in width. In order to ensure the trees are properly protected during site preparation and construction, the applicant will be required to comply with RMC section 4-4-130K7 of the Land Clearing and Tree Cutting Regulations. New landscaping is also sarpt • •City of Renton P/e/PW Departm Inistrative Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY 11rIOOL RENOVATIONS - LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 4 of 7 proposed, which would result in a total of 233,469 square feet of landscaped area or 55% of the subject site. 5. Conservation of area-wide property values; The proposal would allow the Renton School District to modify Tiffany Park Elementary School so that it is suitable for its use of the property. The project would provide for a much-needed on-site expansion and modernization, and is anticipated to conserve property values in the vicinity. 6. Safety and efficiency of vehicle and pedestrian circulation; __ All rights-of-ways surrounding the subject site are currently developed with full street improvements. The proposal would not require the installation of additional streetlights.' The proposal does include the revision of parking areas on the site, including increase in landscaped areas, installation of a bus shelter, and creation of 6 bus loading spaces. The proposal satisfies all requirements for parking stall dimensions as well as aisle and driveway widths, with the exception of three specific areas that the applicant will be required to revise prior to the issuance of building permits. As proposed, nine stalls located on the south side of the staff parking area do not have adequate back out distances as required per code. RMC section 4-4-080F9b of the Parking Regulations, all ninety-degree parking stalls require a minimum aisle width of 24 feet for one way or two way circulation. However, if the nine stalls are designated as compact spaces and reduced to the Minimum length required (16 feet), it may be possible to achieve the required aisle dimension. Secondly, both drive aisles through the visitor parking area are also proposed at substandard widths. The applicant would need to either eliminate portions of the parking area, or reduce some of the stalls to the minimum compact stall length in order to accomplish the minimum required aisle width of 24 feet. All compact stalls must be indicated as "compact" on the site plan and are also limited to 30% of the total amount of parking provided on the site (30% of 87 stalls = 26 compact stalls permitted). The four ADA accessible stalls provided near the entrance to the site also do not comply with the minimum back out distance required. As proposed, the site plan provides a 20-foot aisle width, where a minimum of 24 feet is required. The landscape island directly across from the ADA stalls may need to be revised in order to provide the appropriate aisle width. Prior to the issuance of building permits, the site plan will need to be revised in order to satisfy the minimum aisle requirements for the three areas discussed above. 7. Provision of adequate light and air; The proposed new building areas are designed appropriately as to provide adequate light and air circulation to the building and the site. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; It is anticipated that minimal noise and odor impacts would result from the initial construction of the site. These short-term impacts would be mitigated by the applicant's construction mitigation plan. The proposed development would not generate any harmful or unhealthy conditions. Noise impacts associated with increased traffic and activities resulting from the completed project would not increase above existing conditions. 9. Availability of public services and facilities to accommodate the proposed use; and Sewer and Water Facilities — The subject site is located in Aquifer Protection Zone 2. The site is also located in the 590 water pressure zone. There are existing sanitary sewer mains located in Lake Youngs Way SE (8-inch diameter) and through the site in a northwesterly direction from Kirkland Avenue to Index Court (24-inch diameter). No sanitary sewer main extensions would be required for the project. An existing 12-inch water main is located in Lake Youngs Way. sarpt . ' City of Renton P/B/PW Department ,' Admix, hive Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY SCHi,. _RENOVATIONS _ LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 5 of 7 Drainage Facilities—A conceptual drainage plan and report was submitted with the formal application and appears to be in order. There are storm drainage facilities currently located in both Lake Youngs Way and Hoquiam Avenue, as well as throughout the subject site. Public Services — There would be adequate and available public services and facilities to accommodate the existing and proposed development on the site. No increase in daily trip generation is anticipated for this proposal. Therefore, no traffic mitigation fee is recommended. The applicant would be required to pay the required Fire Mitigation Fee, based on $0.52 per square foot of new construction, as imposed by the Renton School District's Threshold Determination issued February 7, 2000. The fee is estimated at $2,527.20 and is payable prior to the issuance of building permits. 10. Prevention of neighborhood deterioration and blight. The proposal will serve to prevent neighborhood deterioration and blight by improving an existing development. XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Administrative Site Plan Approval for the Tiffany Park Elementary School Renovations Project, File No. LUA-99-146, SA-A. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 7. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Residential Single Family (RSF). 5) Zoning: The Site Plan, as presented, complies with the zoning requirements and development standards of the Residential — 8 dwelling units per acre (R-8) Zoning designation. 6) Existing Land Use: Land uses surrounding the subject site include: North Single family residential, zoned R-8, East: Single family residential, zoned R-8; South: Single family residential, zoned R-8, and West: Single family residential, zoned R-8. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton, provided all conditions of approval are satisfied. 2) The proposal complies with the Comprehensive Plan designation of Residential Single Family; and the Zoning designation of Residential — 8 dwelling units per acre. sarpt " City of Renton P/B/PW Departmi jnistrative Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY".c:'IOOL RENOVATIONS - LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 6 of 7 F. Decision The Site Plan for the Tiffany Park Elementary School Renovations Project, File No. LUA-99 146, SA-A, is approved subject to the following condition: CONDITION: 1.! The applicant shall obtain approval of the parking modification request pertinent to this application. In the event the parking modification is not approved, the applicant will be required to revise the site plan in order to comply with the parking regulations as adopted by the City of Renton. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the issuance of Building Permits. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: • (3/a /r-) J Hanson,Zoning Administrator date TRANSMITTED this 22nd day of March,2000 to the applicant and owner: Mike Torgerson Renton School District Capital Projects Office 1220 North 4th Street Renton,WA 98134 TRANSMITTED this 22nd day of March, 2000 to the project contact: Michael Grimit McGranahan Architects 950 Fawcett Avenue,Suite 300 Tacoma,WA 98402 TRANSMITTED this 22"d day of March, 2000 to parties of record: Norma Trotter 1802 Glenwood Avenue SE Renton,WA 98058 Ida Werner PO Box 176, Renton,WA 98111 Vivian Sathre 1672 Lake Youngs Way SW Renton,WA 98058 TRANSMITTED this 22nd day of March, 2000 to the following: Larry Meckling,Building Official C.Duffy,Fire'Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County,Journal Land Use Decision Appeal Process Appeals of the land use decision must be filed in writing on or before 5:00 PM April 5, 2000. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. sarpt City of Renton P/B/PW Department Admini; re Site Plan Approval Staff Report TIFFANY PARK ELEMENTARY SCHOI ENOVATIONS LUA-99-146,SA-A REPORT AND DECISION OF MARCH 22,2000 Page 7 of 7 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only,they are not subject to the appeal process for environmental determinations. Planning 1. In order to ensure the trees indicated to be retained are properly protected during site preparation and construction, the applicant must comply with RMC section 4-4-130K7 of the City's Land Clearing and Tree Cutting Regulations. 2. All proposed signage requires separate permit applications and approvals. 3. Prior to the issuance of building permits, the site plan must be revised to provide a minimum aisle width of 24 feet pursuant to RMC section 4-4-080F9b for: 1)the nine staff parking spaces located along the southern boundary - - of the site; 2)the four ADA accessible stalls located near the site's entrance; and, 3)the two drive aisle in the visitor parking area. 4. The site plan must also be revised to indicate aisle width and stall dimensions for all parking areas, as well as locations of all compact stalls proposed. The parking analysis/legend should also be revised to indicate the total amount of compact stalls, including the percentage of overall parking. Fire Prevention 1. The preliminary fire flow is 2,500 gpm. One fire hydrant within 150 feet of thebuilding and two additional hydrants within 300 feet of the building will be required. This distance is measured along a travel route. The existing fire hydrants need to be retrofitted with stortz fittings to bring them up to code. 2. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems,which are required throughout both the new and existing portions of the school. 3. Fire Department access way appear adequate as proposed. Building 1. The project must comply with the current(1997) Uniform Building Code. 2. The project is required to comply with the recommendations contained in the Geotechnical Report. Plan Review—Sewer 1. The applicant will need to submit a sanitary sewer plan showing how they will apply sewer service to any new structures. 2. No structures may be located over the sanitary sewer main. 3. Any use in the building subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. 4. A Sewer System Development Charge based on $0.078 per square foot will be required prior to the issuance of construction permits. Plan Review—Water 1. A Water System Development Charge of$0.113 per square foot of gross area may be required if not previously paid. The fee, if any, will be collected prior to the issuance of construction permits. 2. See City of Renton drawing W1802, sheets C1, 2, 3 &4 for engineering information regarding the existing 12- inch water main located in Lake Youngs Way SE. Plan Review—Storm Drainage 1. A drainage control plan designed per the King County Surface Water Manual will be required for this project. If there is 5,000 square feet or more of new impervious area subject to vehicular use, a Biofiltration Swale is required, depending on the calculations for the site development. It appears that a Biofiltration Swale design has been included in the storm water plans. 2. The Surface Water SDC fees of$0.129 (but not less than $385) per square foot of new impervious area may be required if not previously paid. The fee, is any, is collected prior to the issuance of construction permits. 3. There are storm drainage facilities in Lake Youngs Way. See City of Renton drawing R1802 and D1802, sheets C1,2, 3 &4 for engineering information. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost estimate for these improvements.The fee for review and inspection of:these improvement is 5% of the first$100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. Police 1. The applicant is encourage to contact Cyndie Driggers with the City of Renton Police Department at(425)430- 7521 regarding measures for theft control to be implemented during site construction. sarpt LLB }-- tA4C vpUM . - ff..fi frr i - • _ - CS MAY• i:: = - ..w fr ,..f Cot. r / 9 I • 'Y.WI pot..0 rr illit \ �_ _ I nut ]is n C sr, rr Tf r. • ( 'N•k:,r's ,•.s ............ ••.••••••V 1,<• a, / `-- T - M t,... f�f 9.ar f RJR 9 'i / � 11 / \\lam_ 1 , co E - / r�/ \ 1 \, • ilit . r ik" ` ...,,,-....- / VII>etrok- .....x.- • • r <!. .. \ , , 0 V .1 a\ , ��q • ... -,.., \..- list. it .‘„, ,AN„,,,......... . \ A ,J., . . ....„,„ \ . ear ' -‘/ 441711.70:1:;k7 -- . ,, 0 •CI p•00,' 4 wr:,,..410 • I..6:45. ... :,.4.. .00.i.i. fe . ••\ 0 ,4 ,,,Opp % 7 �.'' •a 07 o d Q . 4*$° \ 9 , MEM /! . \ ... 1 011‘41 141W-'. 1 / •' ♦::i:::-�, " 11 16 #--,,,,--si -‘ . Vt."t T...NA1 1TT k,' U g • • • \ss. *Iv • ,, -Th. . \ 1 '.1.'':. 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'>. . ./ :,,, ,. ..\ \ ;.- SE ilig ii\ rt ),< _ 7t - ,. ., \ ..,• cd --\_,„ ---fiT-- ---- ••••••••j, ' ; / i // ' ' '. : ; R—8 ' --‘' -k-1-.1: t \'\----\ ,, 4,--1— -- w ._,..--, , • „„_ E vit-j---7 ,.‘ / ....-ft. __ cis . 4z' 47. -- ,-.... ..........._....._..__ --___ _ i / , ,#' ct\ _._..„ A-_-- . t•;.:, ,.. cb _ SE 160th St. cr./1 . - SE 161f I . 6 ---- r-- .\ .1,,,,. • 0 .. . G5 on.. ZONING 184800 + • P/B/PW'TECHNICAL SERVICES . .r!librO 12/02/99, 1.,.....:.•. 21 T23N R5E W 1/2 • . .- .. 1 , . , • . : r;)(71 PLAN D OPMENT OF REN ONNING Vivian Sathre ,�pN 1 c� 2000 1672 Lake Youngs Way SE RECEIVED Renton, WA 98058 January 17, 2000 Lesley Nishihira, Project Manager Development Services Division 1055 South Grady Way Renton, WA98055 email: Vsathre@sprynet.com phone:,425 226 1703 Dear Lesley Nishihira, This letter concerns Project Name/Number: Tiffany Park Elementary/LUA-99-146-SA-A.. Will the wooded area that faces Lake Youngs Way SE (the back side of the school) be left alone? I hope so! It adds natural beauty to the area; I'd hate to see a parking lot every time I look out my front windows. Sincerely, 0 avian Sathre MCGRANAHANarchitects 253 3833084 T 253 F 950 Fawcett, Suite 300 Tacoma, Washington 98402 383 3097 TRANSMITTAL Tiffany Park Elementary Re: PROJECT NARATIVE Via: Fax DEVELOPMENT PLANNING Page 1 of 2 CITY OF RENTON From: Michael P. Grimit Email:mikeg@mcgranahan.com DEC 10. 1999 Date:November 30, 1999 RECEIVED • Lesley Nish ihira,City of Renton • Michael P. Grimit,McGranahan Architects • Mike Torgerson,Renton School District o Tom Marshall,McGranahan Architects o Lee Bogard,Rice Group o Carol Modjeski,Warner Engineering o Chuck Heaton,BCE o Sue Eastman,WDG o Don Scott,CPCS Dear Lesley: We have reassembled the requirements for the Site Plan Approval/Master Application involving the revisions and corrections as requested per your memo of 10/28/99 and phone call of 11/8/99.Be aware that a parking modification request is included in this revised package.Note that Renton School District is acting as the lead agency for the Environmental Checklist.If you have any questions relative to the checklist,please call Mike Torgerson with Renton School District or myself.The information listed below explains the project as envisioned by Renton School District. PROJECT NARATIVE: Tiffany Park Elementary School consists of a complete demolition of the existing 38,170 SF 1968 single story structures (three buildings) and site improvements including all existing asphalt parking areas (126,000 SF).An eight-classroom building,which was constructed in 1991 (10,440SF),is scheduled to remain with modernization improvements.New construction of 43.030 S.F.will replace the demolished buildings.A four-classroom addition will be placed on the west end of the existing 1991 building with a connecting enclosed breezeway positioned on the north side (4,757 SF).The remainder of new square footage (38,273 SF)will be on two raised levels north of the 1991 building.The first raised area just north of the breezeway houses classrooms and the LAP program.The second raised area to the north and east houses the computer/library complex;resource,ESL and kindergarten classrooms; administration complex with the east section including gym/commons/stage/music complex and maintenance/storage functions.There is also an existing play shed(4,850 SF),which will be relocated to the northwest side of the new school plus a bus waiting rain cover(1,376 SF).The existing bus entry on Lake Youngs Way will remain in its present location.However,the public car entry point,which now conflicts with the buses,will be moved to a new location near Kirkland CT.SE to separate traffic.Of consideration as well,are additional hard surface play areas which double as fire lane access around the entire www.mcgranahan.com Project Number: 9831.00-3 ti MCGRANAHANarchitects 253 3833084 T 253 F 950 Fawcett, Suite 300 Tacoma, Washington 98402 383 3097 TRANSMITTAL TIFFANY PARK ELEMENTARY Page 2 of 2 Date: November 30, 1999 complex for better security and fire safety.New asphalt area including bus/fire loop and parent/teacher parking will now total 135,974 SF.In addition,grading of the multi-use playfield will create new locations for soccer and softball fields.The existing greenbelt along the east edge will be retained with brush being removed and as many trees as possible saved.A 24-inch sanitary sewer now extends from Kirkland Ave. SE east west through the site to Index CT. SE. Its location lies just north of the 1991 Classroom Building to remain.A vault will be placed below the connecting breezeway for utility access.Note that future portables are indicated as proposed byRenton School District under separate application.See attached updated site plan modified with revised locations due to new building configuration. www.mcgranahan.com MCGRANAHANarchitects 253 3833084 T 253 F 950 Fawcett, Suite 300 Tacoma, Washington 98402 383 3097 TRANSMITTAL Tiffany Park Elementary Re: PARKING MODIFICATION REQUEST Via: Fax Page 1 of 1 From Michael.P.Grimit Email:mikeg@mcgranahan.com Date: November 30, 1999 ■ Lesley Nishihira,City of Renton • Michael P. Grimit,McGranahan Architects • Mike Torgersbn,Renton School District o Tom Marshall,McGranahan Architects o Lee Bogard,Rice Group o Carol Modjeski,Warner Engineering o Chuck Heaton,BCE o Sue Eastman,WDG o Don Scott,CPCS Dear Lesley: We request a modification from the parking regulations for the proposed number of spaces in excess of the maximum permitted by code.Please review the following criteria per RMC section 4-9-250D2. PARKING MODIFICATION: Tiffany Park Elementary School houses a staff of 50 persons.The requirement of 1 space for each staff is consistent with the statute and reasonable for the school district.However,this number of spaces in no way addresses the needs of the school district'relative to the students and parents who visit the site each day.An additional thirty-seven spaces is requested. a. Students arrive by foot,by parent vehicle drop off and by bus.Each of these functions must be handled on site via separate circulation patterns in order for the safety of each student to be insured by the school district. b. It would be injurious to the surrounding property owners if the buses and parent vehicles were to have to use public street parking causing congestion and student safety concerns. c. Housing the bus and parent circulation on site provides the student safety necessary to protect the public and meet the intent of the code. d. Adequate safety can be maintained if separation of the bus and parent vehicular traffic can be implemented.The existing on site traffic congestion is a potential hazard. e. Existing traffic congestion will be reduced from the present situation.Impacts on the neighborhood should be positive. www.mcgranahan.com Project Number: 9831.00-3 • BOND 1 bit t. e. G�OOI azt I1M3 Facilities & Operations Center .1111t :.:.= OFFICE OF THE EXECUTIVE DIRECTOR ate `2 7 Telephone: (206)204-4403 Fax: (206)204-4476 403 March 17, 2000 Washington Department of Ecology P.O. Box 47703 Olympia,WA 98504-7203 Re: Mitigated Determination of Nonsignificance for the Tiffany Park Elementary School Modernization Project On February 7; 2000, the Renton School District issued a Mitigated Determination of Nonsignificance (MDNS) for the Tiffany Park Elementary School Modernization Project (the "Project") under the Washington State Environmental Policy Act (SEPA), Chapter 43.21C RCW. Copies of the MDNS and the Environmental Checklist for the Project were mailed to the Department of Ecology and The City of Renton. Notice of the MDNS was published in the Daily Journal of Commerce and The South County Journal on February 7,2000. Notice of the MDNS has been posted on the Tiffany Park property. At the end on the 14-day public comment period, the only comments received were submitted by The City of Renton. The City stated in its comment letter that a fire mitigation fee would be required before issuance of a building permit for the Project. The City also stated that the Project should comply with the recommendations listed in the Geotechnical Report dated June 18, 1999 and that approval of an Administrative Site Plan Review for the Project would be required. No other comments on:the SEPA MDNS were received. The Renton School District will complete all applicable Project permit approvals:and will comply with all mitigation measures required for the Project. Sincerely, Rick Stracke Executive Director, Facilities&Operations DEVELOPMENT PI ANNINC= CITY OF REND(.�� Cc: Lesley Nishihira, City of Renton MAR � yield Office of Public Instruction RECEIVE' RS:sa 1220 North 4th Street,Renton,Washington 98055 p= `° CITY F RENTON NAIL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February, 15, 2000 Rick Stracke • Renton School District Executive Director, Capital Projects Office 1220 North 4th Street Renton, WA 98055 Subject: Tiffany Park Elementary School Modernization Project • Determination of Non-Significance-Mitigated Dear Mr. Stracke: The City of Renton appreciates the opportunity to comment on the Determination of Non- Significance—Mitigated issued by the Renton School District for the proposed improvements to Tiffany Park Elementary School. We would like to offer the following recommended mitigation measures at this time: 1. The City of Renton requires a Fire Mitigation Fee for all new construction within the City limits. This fee is assessed through the SEPA Environmental Review process. Although credit is given for existing building areas,the proposed amount of new construction exceeds the area proposed to be demolished. Therefore, a Fire Mitigation Fee based on $0.52 per square foot of new building area is required prior to the issuance of building permits for the project. The Fire Mitigation Fee is estimated at$2,527.20 (4,860 square feet of new building area x$0.52 = $2,527.20). 2. The project should also be required to comply with the recommendations listed in the June 18, 1999 Geotechnical Report, prepared by GeoEngineers. The satisfaction of these requirements shall be subject to the review and approval of the City of Renton's Development Service Division prior to the issuance of building permits. The City of Renton requires a separate land use permit. An application has been made to the. Development Services Division for Administrative Site Plan Review. A decision will be issued on this application once the appeal period for the threshold determination has been completed. Please forward all documentation pertinent to the SEPA process for this project to Lesley Nishihira, the project manager. She can be reached at(425)430-7270. We look forward to continuing our work with you on this proposal. Thank you for the opportunity to comment on the Environmental Determination for the Tiffany Park Elementary School Modernization Project. Sincerely, Gregg Zimmerman,Administrator Planning/Building/Public Works Department • cc: Jana Hanson Jennifer Henning Lesley Nishihira H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\99-146.Imn\dnsm.doc 1055 South Grady Way-Renton,Washington 98055 :.� This paper contains 50%recycled material,20%post consumer , RENTON SCHOOL DISTRICT NO. 403 o� ° . , . ��MITIGATED DETERMINATION OF NONSIGNIFICANCE �, K Tiffany Park Elementary School Modernization Project DESCRIPTION OF PROPOSAL: The Tiffany Park Elementary School modernization project includes: (1) demolition of two existing 1968 buildings (38,170 s.f.), (2) remodeling of. the existing.1991 classroom building (10,440 s.f.), (3) construction of one new school building (total 43,030 s.f.), (4) relocation of the existing playshed structure (4,850 s.f.), (5) reconfiguration of the vehicular access and parking, and (6) renovation of the playground and fields, including irrigation. The total completed school size will be 53,470 s.f., with a capacity for 600 students. LOCATION OF PROPOSAL: Tiffany Park Elementary School, 1601 Lake Youngs Way S.E., Renton, WA 98058; Tax Parcel Number: 212305-9057. PROJECT!PROPONENT: Renton School District No. 403. LEAD AGENCY: Renton School District No. 403. The lead agency for this proposal has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This determination assumes compliance with all applicable state and local laws related to general environmental protection. This Determination of Nbnsignificance is specifically conditioned on compliance with the conditions and mitigating measures described below. This information is available to the public upon request. CONDITIONS/MITIGATING MEASURES: 1. The Renton School District will require the following construction measures to mitigate any potential adverse impacts of the project during construction: a. An erosion and sediment control plan will be prepared and implemented with best management practices for identifying, reducing, eliminating, or preventing problems on site for preventing stormwater impacts off site. b. Erosion control measures will include filter fences, sediment traps, and rip-rap construction entrance, along with ATB paving of the construction area surrounding the building, and early seeding of the fields by October, 2000. [32012-0807/SB003678.299] -1- 2/3/00 c. Air emission control measures will include water spraying on the site to control dust, street cleaning of affected area streets, and promoting car and truck pooling to reduce vehicle emissions. d. Construction activities around the perimeter of the school site will be limited as much as possible in order to preserve existing trees and other vegetation. e. Noise control measures will include: construction equipment will be muffled and well-maintained; no equipment will idle longer than 30 minutes; equipment will be kept away from the site perimeters as much as possible. 2. The Renton School District will prepare and implement.a stormwater drainage plan that will include open-air water quality filtration and subsurface water detention before discharge into the City of Renton stormwater system. 3. The Renton School District will prepare and implement a landscaping plan that will include the maximum feasible preservation of existing trees and vegetation and the planting of new trees and shrubs on the site for aesthetic and visual separation functions, as well as for habitat and food source for wildlife. 4. i The building plans will include energy conservation features for the heating and cooling systems and for the lighting system. 5. The building design will include exterior architectural features that will appear compatible with the design of the surrounding residential neighborhood. 6. . The on-site lighting will be designed to have limited dispersion and to focus light down; landscaping will shield off-site impacts of the lighting to the extent feasible. 7. The Renton School District will obtain and comply with all applicable permits and approvals for the development and construction of the proposed project. This Mitigated Determination of Nonsignificance is issued under WAC 197-11-340(2). The lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted to the Responsible Official. RESPONSIBLE OFFICIAL: Rick Stracke POSITION/TITLE: Executive Director, Capital Projects Office ADDRESS: 1220 North 4th Street Renton, WA 98055 TELEPHONE: - 4-4 0 SIGNATURE: DATE: F ruary 8, 2000 [32012-0807/SB003678.299] -2- 2/3/00 �`�G • �,o o 'cz. • RENTON SCHOOL DISTRICT NO. 403 ®, O c,c,,s0 w n<("9 TIFFANY PARK ELEMENTARY SCHOOL `y ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C 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. Instructions for Applicants: 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 checklist will be reviewed within 30 days. Delays may occur if you are asked to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. A letter will be sent to you if additional information is needed. Therefore, it is in your interest to provide complete and detailed information the checklist. THE ORIGINAL SIGNED CHECKLIST MUST BE SUBMITTED AT TIME OF APPLICATION [32012-0807/SB003677.322] 2/3/00 State Environmental Policy Act (SEPA) ENVIRONMENTAL CHECKLIST Tiffany Park Elementary School Modernization A. BACKGROUND 1. Name of proposed project: Tiffany Park Elementary School modernization 2. Name of applicant: Renton School District No. 403 3. Mailing address, telephone number of applicant and contact person: Mike Torgerson, Facilities Project Manager 1220 North 4th Street Renton WA 98055 Tel. (425) 204-4471; Fax (425) 204-4476 4. Date checklist prepared: January 25, 2000 5. Agency requesting checklist: City of Renton, Department of Ecology 6. Proposed timing or schedule (including phasing, if applicable): Construction is scheduled to start 6/17/2000,with substantial completion on 8/15/2001. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Portable classrooms may be necessary if the student population exceeds building capacity. Sufficient underground utilities will be provided to a pre-planned layout for portables, and the sites will be prepared. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Engineering Report by Geo Engineers, June 18, 1999, with supplemental recommendations on August 18, 1999 Storm Drainage Report by Warner Engineering, October 13, 1999 (32012-0807/SB003677.3221 -2- 2/3/00 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. None 10. List any government approvals or permits that will be needed for your proposal, if known. Site plan approval; parking modification; sign approval; NPDES stormwater permit; building, mechanical, and electrical permits. 11. Give brief, complete description of your proposal, including 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 or project description.) The Tiffany Park Elementary modernization project includes: (1) demolition of two existing 1968 buildings (38,170 s.f.), (2) remodeling of the.existing 1991 classroom building (10,440 s.f.), (3) construction of one new school building (total 43,030 s.f.), (4) relocation of the existing playshed structure (4,850 s.f.), (5) reconfiguration of the vehicular access and parking, and (6) renovation of the • playground and fields, including irrigation. The total finished school size will be 53,4,70 s.f., with a capacity for 600 students. 12. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of 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. Tiffany Park Elementary School, 1601 Lake Youngs Way S.E., Renton, WA 98058 Tax Parcel Number(s): 212305-9057 [32012.0807/S13003677.322] -3- 2/3/00 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: Gently rolling. b. What is the steepest slope on the site (approximate percent slope)? 5 percent. • 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. Silt with sand and gravel, specifically, soft to stiff lacustine deposits consisting of silt and clay over medium dense to very dense or hard glacial deposits. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 15,000 cubic yards will be moved to create a new building pad, parking areas, and playfield. On-site cut and fill material will be balanced if of sufficient quality. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Minor erosion could occur as a result of filling and grading activities. g. About what percent of the site will be covered with impervious surfaces after project construction (for example: asphalt or buildings)? Approximately 45 percent. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control measures will include filter fences, sediment traps, and rip-rap construction entrance, along with ATB paving of the construction area surrounding the building, and early seeding of the fields by October, [32012-0807/SB003677.322] -4- 2/3/00 • 2000. Best management practices will be applied to control erosion and other impacts during construction. 2. Air I a. ; What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction: normal diesel and gas emissions from construction equipment; dust during earthwork activities. During school operation: automobile and bus diesel emissions matching levels of existing school operation. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None. c. ; Proposed measures to reduce or control emissions or other impacts to air, if ' any: During construction: water spraying on site to control dust, street cleaning of affected area streets, promoting car/truck pooling to reduce vehicle emissions. During school operation: promoting staff and student carpooling and bus ridership to reduce vehicle emissions in the area. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state the stream or river into which it flows. 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 for this work. No. [32012-0807/SB003677.322] • -5- 2/3/00 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 and/or disposal site. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. 5. Does the proposal lie within a 100-year floodplain? 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. b. Ground: 1. Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities of withdrawals or discharges, if known. No. 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) is/are expected to serve. None. [32012-0807/SB003677.322] -6- 2/3/00 • • c. Water runoff(including stormwater): 1. Describe the source of runoff(including stormwater) 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. Stormwater will be collected in a series of catch basins and pipes and will discharge to the City of Renton's existing 60-inch storm line on site. Stormwater detention will be provided by a subsurface pipe and a biofiltration swale on site. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. 3. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Stormwater runoff from impervious surfaces will be diverted to a biofiltration swale on site to provide water quality filtration before discharge into the City stormwater system. Stormwater runoff • from other areas on the site (e.g., roofs) will enter subsurface detention pipes before discharge into the City stormwater system. 4. Plants a. Check or circle types of vegetation found on the site: ✓ deciduous tree: alder, maple, aspen, other ✓ evergreen tree: fir, cedar, pine, other ✓ shrubs ✓ grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation [32012-0807/SB003677.322] -7- 2/3/00 • b. What kind and amount of vegetation will be removed or altered? • Existing ornamental trees and shrubs around the existing school buildings to be demolished,plus a portion of the native trees and understory vegetation must be removed. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Existing trees will be preserved wherever construction and grading allow, especially along the eastern and western borders of the site where construction and grading will be limited. New trees and both native and ornamental shrubs will be planted around the new buildings and parking areas and where visual separation is required along the site perimeter abutting residential neighborhoods. 5. Animals a. Circle any birds and animals which have been observed on or near the site, or that are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other: Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. All of Western Washington is in the Pacific Flyway; no migratory species are known to use the site, except, perhaps, some of the songbirds. d. Proposed measures to preserve or enhance wildlife, if any. As much of the greenbelt buffer of established trees as possible will be retained. New plantings of native conifers and shrubs will provide an attractive habitat and food source for wildlife. [32012 0807/SB003677.322] -8- ' 2/3/00 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. Natural gas will be used for heating. Electricity will be used for lighting and cooling. 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 heating/cooling system will include water source heat pumps with a hydronic loop using two variable-speed pumps, dual heating boilers, and a closed-circuit fluid cooler. The HVAC and lighting system will be controlled by a computer energy management system and occupancy sensors. 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. Normal hazards of oil and gasoline spills during construction. 1. Describe special emergency services that might be required (for example: chemical spills or explosions). • None. 2. Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, construction, operation, other)? Normal school bus and automobile noise. [32012-0807/SB003677.322] -9- 2/3/00 • 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 the hours that noise would be generated by the site. During construction: normal noise from construction equipment during normal construction hours of 7 a.m. to 3:30 p.m. During operation: normal school bus and automobile noise. 3. Proposed measures to reduce or control noise impacts, if any: During construction: equipment will be muffled and well- ; maintained; no equipment will idle longer than 30 minutes; equipment will be kept away from site perimeters as much as possible. During operation: school bus idling will be kept to a minimum; carpooling and bus ridership will be promoted. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The existing Tiffany Park Elementary School is on the site. The surrounding neighborhood is residential. b. Has the site been used for agriculture? If so, describe. Not for more than 35 years. c. Describe any structures on the site. An existing single-story elementary school consisting of four buildings totaling 48,610 s.f. d. Will any structures be demolished? If so, what? Yes, two 1968 buildings totaling 38,170 s.f. will be demolished. e. What is the current zoning classification of the site? Residential, R-8. f. What is the current comprehensive plan designation of the site? Residential. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. • [32012-0807/SB003677.3221 -10- 2/3/00 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Tiffany Park Elementary has 50 teachers and staff employees. The completed school project will have a 600-student capacity. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. 1. Proposed measures to ensure the proposal is compatible with existing*and projected land uses and plans, if any: The elementary school use and capacity will remain the same as the existing school. The modernized school will serve the same population and area as currently. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether it would be high, middle, or low-income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether it would be high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas or chimneys? What is the principal exterior building material(s) proposed? The tallest roof height is 40 feet; the average roof height is 30 feet. The principal building material will be brick veneer. [32012-0807/SB003677.322] -1 1- 2/3/00 • b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Brush will be removed to eliminate a safety hazard. Existing trees on the site perimeter will be retained and will be enhanced with further landscaping. The highest portion of the school building will be recessed six feet below existing grade to reduce visual height. The building design of sloped residential-style roofs is compatible with the surrounding neighborhood. The finish materials are also residential in nature, being 3-tab shingle roofing, brick and "hardyboard" siding, with residential- style aluminum windows. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Pole parking lot lighting and automobile and bus headlights during the morning arrival and evening departure times. b. Could light or glare from the finished project be a safety hazard, interfere with views, or affect wildlife? No. 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: Pole parking lot lights will have limited dispersion. The lights are designed to focus lighting down on the parking area only, and the light source is not visible to the surrounding neighborhood. Parking lot landscaping will shield on-site headlights from shining on surrounding residences. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Existing park(Tiffany Park) is adjacent to the school site, offering picnic areas and sports fields. The school facility is also available for public recreational use. [32012-0807/SB003677.322] -12- .2/3/00 b. Would the proposed project displace any existing recreational uses? If so, describe. No, this project will replace existing on-site ballfields and playground equipment. The new multi-use fields will accommodate little league baseball, football, soccer, and kickball. Safety surfacing will be provided under new playground equipment to meet current standards. The school building will also be available for public use. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: This project will replace existing on-site ballfields and playground equipment. The new multi-use fields will accommodate little league baseball, football, soccer, and kickball. Safety surfacing will be provided under new playground equipment to meet current standards. In addition, play toys, hard surface play areas, 100-yard dash,jogging path, basketball, and relocated playshed are provided. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, or eligible for listing in national,state, or local preservation registers 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. Not applicable. ' c. Proposed measures to reduce or control impacts, if any. None. 14. Transportation a. ' Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site is currently served by Lake Youngs Way S.E. at a single point of access. The proposed plan separates bus and parent dropoff with two access points to help mitigate any traffic congestion in adjacent streets. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. [320 r2-0807/SB003677.322] -13- 2/3/00 c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will provide 87 parking spaces,which is 21 more spaces than currently on the site. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No, the proposed school use and traffic are expected to be unchanged from the existing. e. Will the project use (or occur in the immediate vicinity of)water, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The completed school will have the same student population and staff employees as the existing school, along with the same school bus and parent dropoff distribution and the same morning arrival and evening departure hours. Thus, the trips generated and the peak volumes will not change from the existing. The only change will be the separation of school bus and parent dropoff access loops,which will slightly alter circulation patterns. g. Proposed measures to reduce or control transportation impacts, if any: Separation of school bus and parent dropoff access loops; promotion of carpooling and bus ridership. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. The completed school building will be fully equipped with automatic fire sprinklers for fire protection. All utilities on site will be new, with easements to the City for protection and access. All applicable impact fees will be paid. [32012-0807/S8003677.322] -14- . 2/3/00 16. Utilities a. Identify existing utilities by name including: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Electricity: Puget Sound Energy Natural gas: Puget Sound Energy Water: City of Renton Refuse service: Waste Management Telephone: U.S. West Sanitary sewer: City of Renton b. Describe the utilities that are proposed for the project, the utility providing the service, and the general utility construction activities on the site or in the immediate vicinity which might be needed. Electricity: Puget Sound Energy Natural gas: Puget Sound Energy Water: City of Renton Refuse service: Waste Management Telephone: U.S. West Sanitary sewer: City of Renton Utility construction activities: A new water main loop and new hydrants, including domestic service; modification of the existing sanitary sewer to service the new building; a new site drainage system provided; revised electrical, gas, telephone, and cable television services from existing taps. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information true and complete. I understand that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Signature: Name Printed: Rick Stracke, Executive Director, Capital Projects Office Date Submitted: February 8, 2000 (32012-0807/SB003677.322] -15- 2/3/00 • 4Y 1,...;: 07r2 I't TN JF..,,RENToN , • • : •, • , : • • : • 7• ' " : 'Planning/Building/Public Works DepartmentJesse Tanner Mayor .• Gregg Zimmerman P.E.,Administrator January 28, 2000 , • „ • . • . - Rick Stracke • ••• : , " Renton School District Capital Projects Office • 1220 North 4th Street , Renton,WA 98055 Subject: Land Use Applications for Hazen High School (File No. LUA-99-137) and Tiffany Park Elementary(File No. LUA-99-146) Dear Mr. Straake: The purpose of this letter is to inform you, as discussed at the January 13, 2000. meeting ' between the Renton School District and the City of Renton, that the land use applications for the projects referenced above will remain "on hold" until the SEPA process for each has been completed. The administrative decisions currently pending will be made after the completion of the required two-week appeal period for the SEPA Threshold Determination. The Administrative Site Plan Approval will also need to be folloWed by a two-week appeal period prior to the issuance of any building or construction permits. - Your efforts in the permitting process for these two projects have been greatly I . appreciated. I will be looking forward to another constructive meeting between thern School District and the.City next week. If you have any questions, feel free to contact me at (425)430-7270. In addition, any SEPA documentation should be sent to the attention of Jana Hanson, Development Services Director. • Sincerely; Lesley Nishih a Project Manager • cc: Mike Torgerson, Renton School District Lisa Johnson, Hazen Project Contact Michael Grimit, Tiffany Project Contact • , • -• Yellow Files ' . . . ',:-••••, 7; • ,: s:, ••;:. ; - • • • • ; r -055.South*Grady Way Washington.9$055 • • '• •IT', , •,1„ ••:' •-‘17..,:'• I . - DEVELOPMENT PLANNING 4 'Jiii:{:::iiiiii:ti•i::ti•iii::i:S:i�ii:;^:•isj::{:::jjj::}:L::ti:iii:ii}:.:iii}r:4iii:v>.i:;i;•iii:::':iiji '•.• ..:::;:'•.i•i:?.;.:o:i':•.:{::pi::i.:.<:`: v :•Fiiiii}iiYi::i}:Ji}iiii:v'•::i.i:i::ii:.iii:ii::}i. :.::ii:: ::: : . ..RENT.>: :« <><»�> �><> <� '�:> >< >:>:< < :>_::: ::�:;>::::: > � �><:<>»>.::<:»: :»>::::::>:::<:»:::;:::»>:»:: :::»:::::>: :::>::»>::;>::::;>::>:::::>::>:::;<: :::>�:::........... ........ Olaf................. . :.:.ELt�.PM�NT::SERV.IC.ES DIV[SI .:.:.;::<::.:<,::.::.:.:.;:.;;:.><:» >:>:<::::::.:;::: ::::::: .::::. • iii% ::::::::..............:::;::: OP SURROUNDING PROPERTY OW.:.... :::: ::..:::::::: .. ..w. h n. .............._..........„.„:::::„:„::::::::::::::::.:::::::;„::::::„..:::::::::::::::::::::::::::::::::::„: .: . :.::.::.;.:.:::.::.::.::.;;.;:. :.:.::.>.::. :. :.;:.;::.:;:.:.:;..::.:; of.�f the sub e ............................................................:.: . :::.::::..:::.:::: :: :::: .:.:.::: .:..:.:.:.....! c.site;;;>:.;:.;>:<.;;:«.;;;:.:.:.;:<.:.:::.;mu::.:.;:;::.;;.;:. ..::.:. PROJECT NAME: TIFFANY PARK ELEMENTARY SCHOOL APPLICATION NO: - LU1 0 91 = AT-r A a `'4, The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER City of Renton 200 Mill Ave S, Renton,98055 • 212305-9060-01 Michael Poulson • 1618 Gleenwood Ave SE, Renton,98055 864550-0520-04 Frank Patti 1620 Glenwood Ave SE, Renton, 98058 864550-0530-02 Robert K. Ishimitsu 1624 Glenwood AVe SE, Renton,98058 864550-0540-00 Marvin M. Yost • 1704 Glenwood Ave SE, Renton,98055 864550-0550-07 James Kennedy 1714 Glenwood Ave SE, Renton, 98055 864550-0560-05 Rafael Calonzo 18616 SE 168th St, Renton,98058 864550-0570-03 Robert E. Crenshaw Jr. 1722 Glenwood Ave SE, Renton, 98058 864550-0580-01 Bea Sakhounthong 1728 Glenwood Ave SE, Renton, 98058 864550-0590-09 Rolando D. Mapalo 1784 Glenwood Ave SE, Renton, 98055 864550-0600-07 Gary W. Trotter 1802 Glenwood Ave SE, Renton, 98055 864550-0610-05 Ronald J. Buettner 1808 Glenwood Ave SE, Renton, 98058 864550-0620-03 ' Kurt Samuels 1814 Glenwood Ave SE, Renton, 98058 864550-0630-01 Warren A. Davis 1827 Lake Young's Wy SE, Renton,98058'864550-0640-09 Renato L. Santos 1815 Lake Youngs Way SE, Renton,98058 864550-0650906 Renato L. Santos 1815 Lake Youngs Wy SE, Renton,98055 864550-0660-04 Erland J. B. Lau 11725 4th Ave SW, Seattle,98146 864550-0750-05 Ralph G. Hyett 1709 Glenwood Ave SE, Renton, 98055 864550-0760-03 Joseph Gregory & 7311 View Ln SW, Seattle, 98136 864550-0770-01 Charles Gregory Thomas L. Bath 1721 Glenwood Ave SE, Renton, 98058 864550-0780-09 Alan B. Clark 1727 Glenwood Ave SE, Renton, 98055 864550-0790-07 Thomas G. Weaver 1731 Glenwood Ave SE, Renton, 98058 864550-0800-05 Samuel Lizarraga 1803 Glenwood Ave SE, Renton, 98055 864550-0810-03 . Kevin R. Vollbrecht 1809 Glenwood Ave SE, Renton,98058 864550-0820-01 Vincent T.' Olson 1815 Glenwood Ave SE, Renton, 98058 864550-0830-09 Reichvw Family LLC 26409 148th Ave SE, Kent, 98042 864550-0840-07 Camille Amelia O'Brien 1827 Glenwood Ave SE, Renton, 98058 864550-0850-04 City of Renton 200 Mill Ave S, Renton, 98055 864550-1400-07 City of Renton 200 Mill Ave S, Renton,98055 864550-1410-05 City of Renton 200 Mill'Ave S, Renton,98055 864550-1420-03 City of Renton 200 Mill Ave S, Renton, 98055 864550-1430-01 city of Renton 200 Mill Ave S, Renton, 98055 864550-1440-09 Dalip K. Hans & 1615 Index Court SE, Renton, 98058 864551-0040-04 Kulwinder Hans • Alfredo Tiquia Jr. ' 1619 Index Ct •SE, Renton, 98058 864551-0050-01 Roger H.' Galimba ; 1623 Index Ct SE, Renton, 98058 864551-0060-09 Raymond P.. Seelbach `. :., '16.27 Index Ct SE, Renton, 98058 864551-0070-07 . Alan Bauer.. .'. 18335 E Springlake Dr SE, Renton, 98058 864551-0080-05 (Attach additional sheets, if necessary) • • • . r (Continued) • NAME ADDRESS ASSESSOR'S PARCEL NUMBER• Chis P. Ilao P.O. Box 59101, Renton, 98058 864551-0970-08 Emma R. Gutierrez 1802 Kirkland Ave SE, Renton, 98058 .864551-0980-06 Lawrence P. Gorg 1800 Lake Youngs Wy SE, Renton, 98058 864551-0990-04 Atam P. Gill 3107 SE 18th St, Renton, 98058 864551-1000-00 Presley H. Richardson 3113 SE 18th St, renton, 98055 864551-1010-08 Gurmit S. Gill 19314 138th Ave SE, Renton, 98058 864551-1020-06 • / Applicant Certification I, l)o/0�eS ;,1. (g . becy s , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: O City of Renton Technical .Services Records O Title Company Records IS Kin County Assessors Records Signed / ,441G4 . � �� Date -a 9-11 (Applicant) NOTARY ATTESTED:ATTESTED:)S4scribed and sworn before me, a Notary Public, in and fbr t e St a of Washington, residingat on the o2g ida of �jp , 19 �9. Signed • otary Public) � -� .. � hereb "cert'iif"th�a#rotices�of the'"ro``oseda``'I'catio''`were mailed fo:>"� >�<><>'°> ee)Emlo Y ) • �`.. �t.... Date . : . ..:....:: ............. ......:.....::..::::.� . :::: : R :.....a ATTEST :;Suliscr'ibed and wornbefoFem...,, .,.;..taryP..::b(,.,, in.,...n,..,_ r .............. .:::. .. .::..:.::.:.... f�'^�'L-�� listprop.doc MARILYN KAMCHEFF COMMISSION EXPIRES y REV 07/98 JUNE 29,2003 MY.APPOINTMENT EXPIRES:6-29-03 �:.. :.- 2 t DEVELOPMENT PLANNING • cm,OF RFi`ITON • >:«:>::::>:............................................... :.::.::.......... PROJECT NAME: TIFFANY PARK ELEMENTARY SCHOOL APPLICATION NO: .9- I`i'(p)Sk The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER Daniel Root 3108 SE 17th Ct, Renton 98058 864551-0270-05 Roger A. Sathre 1672 Lake Youngs Wy SE, Renton, 98055 864551-0280-03 Trent T. Degnan 1668 Lake Youngs Wy SE, Renton, 98058 864551-0290-01 Gary L. Shipley 1664 Lake Youngs Wy SE, Renton, 98058 864551-0300-09 Richard Lee McAllister 1640 Jefferson CT SE, Renton,98058 864551-0310-07 Amrit P. Singh & 1656 Kirkland Ct SE, Renton, 98058 • 864551-0320-05 Charanjit Kau Anone & Punnee Maneenoi 1652 Kirkland CT SE, Renton, 98058 864551-0330-03 Amritpal S. Sahota 1812 Ferndale Ave SE, Renton, 98058 864551-0340-01 Bruce Stanley 1650 Lake Youngs Wy SE, Renton, 98055 864551-0350-08 Nancee C. Stanley 1650 Lake Youngs Way SE, Renton, 98058 864551-0360-06 Barbara J. Linkgus 1646 Lake Youngs Wy, Renton, 98055 864551-0370-04 Floyd Cahse 1642 Lake Youngs Wy SE, Renton, 98055 864551-0380-02 Richard L. Mcallister & 1640 Jefferson Ct, Renton, 98058 864551-0390-00 Elizabeth A: McAllister Cherry A. Chan 7918 47th Ave E, Tacoma, 98443 864551-0400-08' Sandra L. Welch 1637 Jefferson Ct SE, Renton, 98058 864551-0410-06 Michael R. Miller 1641 Jefferson Ct SE, Renton, 98055 864551-0420-04 . Cary Wolkamp 1638 Lake Youngs Wy SE, Renton, 98058 864551-0430-02 Daniel H.W. Young 1733 SW 318th P1 #A, Federal Way,98023 864551-0440-00 Raul M. Collado 1630 Lake Youngs Wy SE, Renton, 98058 864551-0450-07 • Michael R. Kelley 1626 Lake Youngs Wy SE, Renton, 98055 864551-0460-05 Patrick David Healy 1622 Lake Youngs Wy SE, Renton, 98058 864551-0470-03 Ken Tran 1618 Lake Young Wy SE, Renton, 98058 864551-0480-01 Solomon V. Avzaradel 5964 Wilson Ave S, Seattle, 98118 864551-0490-09 Caroline A: Coleman 1611 Harrington -SE, Renton, 98058 864551-0550-06 Jerry E. Lawson 1615 Harrington Ave SE, Renton, 98055 86455170560-04 Robert W. Binkley 1619 Harrington Ave SE, renton, 98055 864551-0570-02 Edward Deyoung 1623 Harrington Ave SE, Renton, 98055 864551-0580-00 Binyam Tilahun 1627 Harrington Ave SE, Renton, 98059 864551-0590-08 Arlin L. Wiseman 1655 Index Ave SE, Renton, 98058 864551-0700-05 Ma Chao-Chang 1661 Index Ave SE, Renton, 98055 864551-0710-03 . Asamitsu Mawshiro 1667 Index Ave SE, Renton, 98055 864551-0720-01 Edythe I. Johnson 1671 Index Ave SE, Renton, 98055 864551-0730-09 John G. Russell 1675, Index Ave SE, Renton, 98058 864551-0740-07 Nathan L. 'Dehaven 1719:1,onroe Ave SE, renton, 98058 864551-0840-06 Douglas L::Ferneau Jr._ 1723 Monroe Ave SE, Renton, 98058 864551-0850-03 James S....McClellan•306i6'114th P1 SE, Auburn, 98092 864551-0950-02 Edward F. Lauser Jr:. -' 1814 Kirkland Ave SE, Renton, 98058 :...: ..864551-0960-00 (Attach additional sheets, if necessary) e . • • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Brian S. Kane 1620 Index Ct SE, Renton, 98058 864551-0090-03 Satpal S. Bhuller 1616 Index Ct SE, Renton, 98055 864551-0100-01 Wallace 'B. Dean 1612 Index Ct, Renton, 98055 864551-0110-09 Sheryl L. Anderson 1727 Monroe Ave SE, Renton, 98058 864551-0130-05 William L. Roenicke 3112 SE 18th St, Renton, 98058 864551-0140-03 • Richard W. Butler 3106 SE 18th, Renton, 98055 864551-0150-00 Timothy :B. Miller 1710. Lake Youngs Way, Renton, 98055 864551-0160-08 Ida M. Werner 1706 Lake Youngs Wy SE, Renton, 98058 864551-0170-06 Nicholaos Theodorou. 3115 SE 17th Ct, Renton, 98058 864551-0180-04 Young & Wong,& Tse 13807 SE 163rd, Renton, 98058 864551-0190-02 Nicholas Theodorou 3115 SE 17th Court, Renton 98058 864551-0200-00 Allen F., Hatlen 3121 SE 17th Ct, Renton, 98055 864551-0210-08 Ruby M. 'Azcueta 3120 SE 17th Ct, Renton, 98058 864551-0250-09 David L. Tyson 3114 SE 17th Ct, Renton, 98058 864551-0260-07 / T l Applicant Certification I, ,2/J^2S t2 t'A,6OrZS , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: CI City of Renton Technical Services Records GI Title Company Records G. King County Assessors Records Signed dio Date al. r (Applicant) NOTARY ATTESTED: Su s nbed and sworn before me, a Notary Public, in and foy�he State f Washington, residing at t�t on the 6ycay of i� `� �" ���,� , 19 �9 Signed ` � /(G� k a) Public) •::.;::.:::::.::.::;:.;::.;;:.;::.;.;:.;;:.;:_.;:.;:.;.::;:..;:;.: .:;:;;.;:..::•>: .. .: :::. :>:«<:::;:•>:;:>::.;.:.. i;`::` liLYl( +Z, �-Y , hereby certify that notices of the proposed application were mailed to i .Em I a each;list:ed.property owner.;on: •„ z. G .:;.. :. Slgned.:..�.J.�t • • ::::.::::.:.. .....: .� - .. . ...�:::::::.:.:.:::.:.::.:::::.,Date:: :...::::a..2.: ;;.;:.;::::>:: :::: :. .:: ;:::T.:;::T:.:.:;..:...:s;,.rl..::;...:.:. ...:::.::...:q:n,.:..:.... ..:�....:::::at...ry:.::..:...Iic,.:in,and..f..or.;;th�;Sfate:of Washingtot<►'esidiCg; #�A ;. OTA ::.................... :P3�3L.1t ::. :..:.:::::::::::.::.. • S IAI t Ut-WASHINGTON listV07/oc COMMISSION EXPIRES REV 07/98 MARILYN KAMCHEFF JUNE 29,2003 MY APPOINTMENT EXPIRES:6-29-03 2 ,-µ r - r is Title 197 WAC ECOLOGY, DEPARTMENT OF(COUNCIL ON, ENVIRONMENTAL POLICY) Chapter 197-11 WAC SEPA RULES WAC 197-11-970 Determination of nonsignificance (DNS). DEVELOPMENT PLANNING CITY OF fttifi WAC 197-11-970 Determination of nonsignificance (DNS). ®v 1999 DETERMINATION OF NONSIGNIFTCANCE Description of proposal Selected demolition, new construction, renovation and site improvements of the existing school facilities. Proponent Renton School District #403 Location of proposal, including street address, if any Tiffany Park Elementary 1601 Lake Youngs Way SE Renton, Wa 98055 Lead agency Renton School District #403 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 C.030 (2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ❑ There is no comment period for this DNS. L This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the DNS. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by Responsible official Rick Stracke - Executive Director, Facilities & Operations Position/title Phone 425-204-4403 Address Renton School District No. 403, Facilities Planning, 12 I ►orth 4th Street, Renton, WA 98055 Date ignatur- 1-0-/ /.-9_9, (OPTIONAL) Ecyou may appeal this determination to (name) Rick S tracke at (loc. .on) Facilities Planning, 1220 North Fourth Street, Renton, WA 98055 no lat-r than (date) October 25, 19997 by (method) Written Notification You should be prepared to make specific factual objections. .../om_cgi:exe?client1D=65629765&hitsperheading—on&infobase• wac.nfo&jump=197-11-970&s 8/12/99 NOTICE OF DETERNIINATION OF NONSIGNIFICANCE Renton School District No. 403 issued a determination of nonsignificance (DNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the selected demolition. new construction, renovation and site improvements of the existing Tiffany Park Elementary School proposed by Renton School District No. 403. After review of a completed environmental checklist and other information on file with the agency, Renton School District No. 403 has determined this proposal will not have a probable significant adverse impact on the environment. Copies of the DNS and Environmental Checklist are available at no charge from Renton School District No. 403, 1220 North 4th Street, Renton, WA 98055. The public is invited to comment on this DNS by submitting written comments no later than November 1, 1999 to Rick Stracke at the above address. • 'r . • STATE OF WASHINGTON - KING COUNTY 110990 Renton School District #403 —ss' • No. DNS Affidavit of Publication • r�•�:t.ENTONscHOOL. -: The undersigned, on oath states that he is an '' �rDISTRICT�NOYIl08wm ei� authorized representative of The Daily Journal of Commerce, a .:DETERII�TATION OE.y:.: daily newspaper, which newspaper is a legal newspaper of general r' NONSIGNIFICANCE Y circulation and it is now and has.been for more than six months f'..11ENTON.;!._SCHOOL DIS- prior to the date of publication hereinafter referred to,published in •:TRICT.NO:•403 i issued:a•deter- ininatibn " ol-'" rionsignificance the English language continuously as a daily newspaper in Seattle, (DNS)uniier:=the.StateEnviron- King County,Washington, and it is now and during all of said time mental Policy•Aet-Rules•.(Chapp- ter'"19711"WAC)-for"the-7SE- was printed in an office maintained at the aforesaid place of LECTED(DEMOLITION;NEW publication of this newspaper. The Daily Journal of Commerce •CONSTRUCTION-,-.:-.;_RENOVA- •TION'=AND"SITE:'IMPRO.VE- was on the 12th day of June, 1941, approved as a legal newspaper 11IENTS OF.^11-ir:'`EXISTING by the Superior Court of King County. .TIFFANY. ..PARK ELEMEN- TARY`•SCHOOt-'pro osed--by RO SCHOOL.DISTRICT NO The noticein the exact form annexed, waspublished in..NTON 403..Afteic>•review of a•comregular - 'pleted-.environmental':checklist issues of The Daily Journal of Commerce, which was regularly and,'other..,information.:on file .with::--the ..agency,...-RENTON distributed to its subscribers during the below stated period. The I SCHOOL•:.DISTRICT -NO. 403 annexed notice, a has',idetermined ;.this proposal I will;.not..:have .a,.probable.sig- j nificant adverse impact,on:the PN:TIFFANY PARK REBU !environment. Copies of the...DNS.'and.En- •vironmental Checklist are avail- able :.at;no.charge.,from REN- was published on .TON_•SCHOOL-DISTRICT.:NO. •403,. •:-1220:-. NORTH.-•-4TH 10/15/99 STREET;-RENTON;'WA'98055. j The'.public is.invited':.to.:com- •went on this DNS by submitting i written comments no later:than November• 1, . -1999-••to• .Rick Stracke at-the above.address.a. Date of publication in-the'Be- The amount of the fee charg • - oregoing publication is ,attle .Daily, Journal of. Cam- . imerce,October 15,1999.•.:.,.90) the sum of$ , w is am t as ee paid in full. L;, • • Su ibed an wort to before me on 10/15/99 U • ' Notary Public for the State of Washington, residing in Seattle Affidavit of Publication . AFFIDAVIT OF PUBLICATION ' ,NOTICE OF pETERmiNATtg.tk ,;4' Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the '-'--,, i;:ioF iyoNSt�NtFicANCE i1-,• ;.:,:; ' '''JRenton'Sctiool District No.'403 issued a' determPation of'nonsigPificancq_;D�IS)t SOUTH COUNTY JOURNAL under,the:State-, at ovirornnental'PoliAct 600 S. Washington Avenue, Kent, Washington 98032 selected'demolition.°new construction.ren- ovation and site improvements''of the icist` ing Tiffany Park ElernentarySchooltpro;i a daily newspaper published seven (7)times a week. Said newspaper is a legal prised by•RentonSchool;District No;403.. newspaper of general publication and is now and has been for more than six months After review of a completed'epvitonme gt01' prior •to the date•of publication, referred to, printed andpublished in the English language ch�ckiist;a dlent r irifQfroltlo,;A[i,.11ie lih 9 � the;agehGY,A@nton Scfiaol Disnfricf JJo":. 0a continually as a daily newspaper in Kent, King County, Washington. The South County has determined-this prppbsal will`not'haye° Journal has been approved as a legal newspaper by order of the Superior Court of the ��ine nyarolmm �jificant dverseFinpant:o� j State of Washington for King County. ,y ,Copies;of.the:P ;.s�n,rPE[019P lieftt The notice in the exact form attached, was published in the South County Checklist are available at no`chiarge.from,' Journal not in supplemental form)which was regularly distributed to the subscribers 'Benton school District No.4o3.12 a public (andPP g Y 4th Street.'Renton.WA 9f3056,-The public during the below stated period. The annexed notice, a is invited to corpment on'this DNS,by sub--. Milting written'comments'no_later than November..1;1999 le t�icic Stracke.at.the Tiffany Park Elementary(P.O.#94421) above address:, ;r1 -- ! l : t i- „r, . - Published'in:the'Soi th°.Oounty Joyrrial as published on: 10/15/99 October_15, 19s?;P7q..ii-i']: ;.a a,,. The full amount of the fee ch ed or s ' foregoing lication is he sum of$74.19, charged to Acct. No. 8052 O. Legal Number 6722 t. • egal C e , S uth ty Journa rek Subscribed and sworn before me on this 4uay of k l(lY, , 19 C:@ • ., `````` l..:.. itrr T ali /�l// �4`.::-N. Notary Public of the State of Washington �: E residing in Renton --_ King County, Washington r/°F i7.1Z%` s. 4.*4. NOTICE OF APPLICATION A Muter Application has been Ned and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: TIFFANY PARK ELEMENTARY/LUA-99.14e,SA-A PROJECT DESCRIPTION: The Renton School District b proposing renovations to the existing Tiffany Park Elementary School. The pro(ecl includes the demolition of 38,170 sq.I.of existing buildings end the construction or 43.030 sq.R of new bolding area. Revisions to parking areas and landscaping are also proposed. The applicant has submitted a parking modification request in order to exceed the maximum number of parking spaces allowed per Code. The School District wE be seMng as lead agency for the SEPA Environmental Review. PROJECT LOCATION: 1601 Lake Youngs Way SE PUBLIC APPROVALS: Administrative Site Plan Approval,Parking Modification Request Comments on the above application must be submitted In writing to Lesley Nbhih ra,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 25.2000.II you have questions about this propposal,or wish lobe made a party of record and receive additional notification by mail,contact Ms.Nbadvra 7270.Anyone Otto submits written comments will automatically become a party of record end wolf be notified of any decision on this project 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: December 30,1999 NOTICE OF COMPLETE APPLICATION: January 11,2000 DATE OF NOTICE OF APPLICATION:January 11,2000 R 7Sit RC R-14 • R 1 4 lik...„,,,,, �, a1 k ,�rk_Qt. #, M•r 7., % .,• err • ,,,,, .1111 I, One..t'14 • , - emu- aa� q a i nf— r� NOTICE OF AIRJCATpN �. CERTIFICATION I, ',_fy r:,!. :t iNI 1--(_,1.-)+ 7' , hereby certify that copies of the above document were posted by me in ::) conspicuous places on or nearby the described property on i r, V.1,V.;l s,•-\-,d i "a-0-t.-f"- Signed: h qi i/. / .., / ---:, 2_,) ATTEST: Subcribed and sworn before me, a Nortary Public, in and for the State of Washington residing ill- "Ko-,n34 , on the I y `fir day of . 2 gpo o , tr' f' ! MARILYN KAMCHEFF NOTARY PUBLIC' MARILYN KAMCHEFF ` STATE OF WASHINGTO MY APPOINTMENT EXPIRES:6-29-03 COMMISSION EXPIRE'. JUNE 29, 2003 �. r • -< .v a .,�. �.-- ��'. ram'tt__Det + TIR + NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: TIFFANY PARK ELEMENTARY/LUA-99-146,SA-A PROJECT DESCRIPTION: The Renton School District is proposing renovations to the existing Tiffany Park Elementary School: The project includes the demolition of 38,170 sq.ft. of existing buildings and the construction of 43,030 sq.ft. of new building area.. Revisions to parking areas and landscaping are also proposed. The applicant has submitted a parking modification request in order to exceed the maximum number of parking spaces allowed per Code. The School District will be serving as lead agency for the SEPA Environmental Review. PROJECT LOCATION: 1601 Lake Youngs Way SE • PUBLIC APPROVALS: Administrative Site Plan Approval,Parking Modification Request Comments on the above application must be'submitted in writing to Lesley Nishihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 25,2000. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact Ms.Nishihira at(425)430-7270. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: December 30,1999 . NOTICE OF COMPLETE APPLICATION: January 11,2000 DATE OF NOTICE OF APPLICATION: January 11,2000 P5.16127N RSEW 1/2 R-8 /RT- , Or RC -C R-14 • R-1 RC ,� • RM-I ' P w 40V1 .: .yam. SE Royal Hills Dr 1 It R-8 i d a"A g e1 kto r,4 . R,: Ti $ .tni3 .�d/ ,, ma V S dis.��' PARK. 1 ►. • Fig y • , _ I °� ♦ ♦ '-8 , a • ♦ ♦�2-8 ♦ `�f! 17 . Fe♦ R-8 ■Initim 4a ct. _ [ s' R-8 Y s t, a 4e• � � a ti0 f�'5`b 9F' 1I ci _ S"s-. � � 8 SY( 1 SE '160th St. SE 1 Y . � ,-- �/, SE16; • > l I lI )T 1 (-Ir NOTICE OF APPLICATION /,< •► ' CITY ,IF RENTON ..ill Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 11, 2000 Mr. Michael Grimit McGranahan Architects 950 Fawcett, Suite 300 Tacoma, WA 98402 SUBJECT: Tiffany Park Elementary School Project No. LUA-99-146,SA-A • Dear Mr. Grimit: The Development Planning Section of the City of,Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. However, prior to the City's issuance of a decision, completion of the SEPA Environmental Review process, including submission of the pertinent documentation, will be necessary. You will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7270, if you have any questions. Sincerely, .( 466) /4 i7S)):0 Lesley Nishihira Project Manager cc: Renton School District#403/Owners • • ' acceptance 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer ,y J D, .........:.. 99` ,. : .::::..... ........:.. .. . r . .�. MASTERAPPLICATI.ON: =2,'IR� a .l,. PROPERTV OWNERS '<; PROJECT INFORMATION. Note:;:;If there'is more:ttian one Iegal owner;please attach`ari w, additional notarize0laster Application•foreachowae: . ;.;,- PROJECT OR DEVELOPMENT NAME: NAME: Renton School District#403 TIFFANY PARK ELEMENTARY ADDRESS: '.1220 North 4th Street PROPERTY/PROJECT ADDRESS(S)/LOCATION: CITY: Renton,WA ZIP: 98055 1601 LAKE YOUNGS WAY SE • TELEPHONE NUMBER: (425)204-4471 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APP.LICANT.(if•other.;than:owner)'':::%:;:;;.:,' ;:. N/A EXISTING LAND USE(S): NAME: RICK STRACKE Executive Director ELEMENTARY SCHOOL Facilities and Operations PROPOSED LAND USES: COMPANY(if applicable): SAME AS EXISTING EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: RESIDENTIAL PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION(if CITY: ZIP: applicable): N/A EXISTING ZONING: R-8 TELEPHONE NUMBER: PROPOSED ZONING(if applicable): N/A NAME: MICHAEL P.GRIMIT SITE AREA(SQ.FT.OR ACREAGE): 9.73 ACRES COMPANY(if applicable) McGRANAHAN ARCHITECTS PROJECT VALUE: $7 MILLION ADDRESS: 950 FAWCETT, SUITE 300 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? NO CITY: TACOMA,WA ZIP: 98402 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? NO TELEPHONE NUMBER: (253)383-3084 LEGAI i rRRrPTION:OF PROPERTY :Attach:"s ' gift t'ifiiece § SEE ATTACHED __ .wM 3r'" is ; r:� he ckaIl=a o a� l:k �� �: -�:C .s#a ,willde#ernitie'feeN:e. A ANNEXATION $ SUBDMSION: _COMP.PLAN AMENDMENT $ REZONE $ -LOT LINE ADJUSTMENT $ _SPECIAL PERMIT $ -SHORT PLAT $ _TEMPORARY PERMIT $ -TENTATIVE PLAT $ _CONDITIONAL USE PERMIT $ -PRELIMINARY PLAT $ SITE PLAN APPROVAL $ -FINAL PLAT $ 1/ GRADE&FILL PERMIT $ (NO.CU.YDS: 15,000) VARIANCE $ PLANNED UNIT DEVELOPMENT: $ (FROM SECTION: ) _WAIVER $ _ PRELIMINARY WETLAND PERMIT $ _ FINAL _ROUTINE VEGETATION MANAGEMENT PERMIT $ _BINDING SITE PLAN $ • MOBILE HOME PARKS: $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ _ ENVIRONMENTAL REVIEW $ _VARIANCE $ _EXEMPTION $No Charge _REVISION $ ;,..... sN w wi.'.�...":.....L......•t..m".x.nw.<..wM:..S:��."•:'`^ ..I».'.'&:..:...,�<'rr.''M-.}iswx.iiimS�•`.••..I:S -..+..Ia.,s,`�.r�",�enw~"�"aa,.��Rih:.v.,+.aw.✓au,m.,wxka.,a¢,L...9,i:.h.+..,..:e..'w„1 I,Renton School District#403,declare that I am(please check one) the owner of the property involved in this application, )( the authorized representative to act for the property owner(please attach proof of authorization), • and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. RICK STRACKE,Executive Director ATTEST: Subscribed and sworn to before me,a Notary Public, Facilities&Operations in and for the State ofusesiding ati yr , (Name of Owner/Representative) on the et A,day of(get,///? (?* ZeileL (S gnatur of Owner/Representative) (Signature o tary Public) ' >.: .d . ,�P <.... s sectt�n to a cai�in j� ,.. .. Cle.•..t3'',., A,;;z:=.CL7�:A'= kI� ; , r RV.IDTP`TOT ..E M:i'..+ ..,...... ,..�,.....wwx v::"s.t,.�:.:�.;;£,.:,.Y,:� .....c,.x..w,w.�. ,... > . .. <r..'ws`••"c w>�..,.....:.e.. . "i5..w:..:..v�..w.:ti:w;i�.:::.a.•:..s.,..:... .,ax..x.....,.....,.� F5 - 1F.m23N R5E W 1/2 • . '\ 1 \1 . \\\V ,R; R-8 ,. q • • . • • . ��\\ F-LO MEN i PLANNING 5 .:s• :: GEC'OF RENTON . RC. • : EG30.•999 RC � .. • • -• R-14 RECE1IVED • I • R-1t • RC �\\ s RM-I .::, a • \ -- • 'Lv / E Royal Hills Dr ral . .* 'A)Pee4, .: 0/ 0, t-8 ♦ oe �� 8 w •. .it.1 i 4. :4 _ a. '14 .-0 ykari, R._K.13: - E4,......._ r\--T N ' . * .. jj f,tv . • • F t" ..• ... . 1 ...- 'd' 0! FF/ til o = �' • 1-. 7640 't7 / . -', • •th,a(aktivet,e -01 . ., % CA. . • t '. -.. z 7 8 - • • • * --.d=\ . • rk'(.9''•..:•E—••.•g••Id.n.'i:l_fI••1.)/_-7-L•-._•-- I d4'.4• 1,1 SE 157th t. ;•4.%...,., l y tct. w , R 8 , ,Ni• b , ... ,• , . • . . • . . . - ,.„_ _ .. .5 . ..., -.4,. . 4> ii.„,.., t. „.„...._.L.. _ .,_ , ,.„. 1 r ,f.•-•--. .,-.,......., : -, • \C ! • : ,f.:... .• . ... ,s, . . , .: . 160th St. ----?. .. SE SE 161 ' ._• • .�Y o o 28 G5 • H o ZONING •.:. 114600 TECHNICAL SERVICES 21 T23N R5E W 1/2 15EVELOPEriENT PI AING CITY OF RENTON • DEC 3 0 1999 c 17'Y OF RENTON 22 1999 MEMORANDUM �JiL�� G DIVISION DATE: APR1 L _L'L- TO: Construction Services, Fire Prevention, Plan Review, Project Planner • FROM: .irL.Hanson, Development Services Division Director ,--�/ SUBJECT: New Preliminary Application: Tnt40\( PA .�--L4- IUK-TA LOCATION: t6Qt LA (OJOGS A meeting_with applicant has been scheduled for 2-100 �' , Thursday, a for one of the 6th floor conference rooms (new city hall). If this meeting is scheduled at 10:00 AM, the 'MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit yo ur written comments to P Mti.l\C at least two (2) days before the meeting. Thank you. CITY OF RENTON 0 4 °� FIRE PREVENTION BUREAU ' ., MEMORANDUM c • DATE: April 30, 1999 TO: Peter Rosen, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Preliminary Comments for Tiffany Park Elementary • 1. ;The preliminary fire flow required is 3,000 gpm with one fire hydrant within 150-feet of the structure and two hydrants within 300-feet of the structure. A looped fire main is required to be installed around the building. Existing fire hydrants can be used if they are up to current standards or can be brought up to city standards by adding 5-inch storz fittings. 2. The fire mitigation fees are applicable at the rate of $0.52 per square foot of increased buildingarea only; 6,117 square feet x $0.52 = $3,180.84. 3. An approved fire sprinkler system is required to be installed throughout the building. • 4. An approved fire alarm system is required to be installed throughout the building. 5. Fire access as shown is acceptable. Roadways are required to be a minimum 20-feet wide with turning radius of 25-feet inside and 45-feet outside and be fully paved. • CT:ct tiff • CITY OF RENTON MEMORANDUM DATE: April 30, 1999 TO: Peter Rosen FROM: Arneta Henninger X7298 .blj ` 9 SUBJECT: TIFFANY PARK ELEMENTARY • 1601 LAKE YOUNGS WAY SE PREAPPLICATION • I have reviewed the preliminary application for this proposed building generally located in Section 21-23N-5E and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2. • There is an 8" sanitary sewer main Lake Youngs Way SE. • There is an existing 24" sanitary sewer main running through the site in a northwesterly direction from Kirkland Av SE to Index Ct SE. • A sanitary sewer main extension will not be required by this project. • Applicant needs to submit a sanitary sewer plan showing how they will apply sewer service to any new structures: • No structures may be located over the sanitary sewer main. • Any use in the building subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. • System Development Charges (SDC) are $0.078 per square foot. These fees are collected at the time a construction permit is issued. WATER: • The site is located in the Aquifer Protection Zone 2. n..ft Ivy,y _t • The project site is located in the 590 Pressure Zone. • TIFFANY PARK ELEMENTARY —'`I0L PREAPF ATION • May,3, 1999 Page 2 of 3 • There is an existing 12" watermain in Lake Youngs Way SE. See City of Renton drawing number W1802, sheets CI,2,3,&4 for engineering information. • Per the City of Renton Fire. Marshall, the preliminary fire flow for this project is 3,000 GPM. Per the City of Renton code, fireflows that exceed 2500 GPM require the • installation of a looped watermain around the building or complex of buildings. This watermain shall then connect back into a distribution supply main. This project will be required to install a new watermain. Any new construction must have one fire hydrant • Capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure and one additional hydrant (also capable of delivering a minimum of 1,000 GPM) within 300 feet of the structure. This distance is measured along the travel route. The existing fire hydrants need to be fitted with stortz fittings to bring them up to code. Additional fire hydrants may be required to be installed as a part of this project to meet this criteria. • The existing water service may need to be relocated and/or upsized to comply with current City of Renton code. • Water System Development Charges of $0.113 per square foot gross area may be required if not previously paid. The Development Charges are collected as part of the construction permit. STREET IMPROVEMENTS: • This project will not be required to do any street improvements for this site. • Additional street lights will not be required to be installed by this project. DRAINAGE: • A conceptual drainage plan and report is required with the formal application for the project. A content list for drainage report for conceptual drainage plan is attached. • ' There are storm drainage facilities in Lake Youngs Way SE. See City of Renton drawing number R1802 and D1802 sheets C1,2,3 &4 for engineering information. • There are storm drainage facilities through this site. • A drainage control plan designed per the King County Surface Water Manual will be required for this project. If there is 5,000 square feet or more of new impervious area subject to vehicular use, a Biofiltration Swale is required, depending on the calculations for the site development. • The Surface Water SDC fees of $0.1.29 (but not less than $385) per square foot of new impervious area may be required if not previously paid. • GENERAL: TIFFANY PARK ELEMENTARY SCHOOL P ITION • • May 3, 1999 Page 3 of 3 • • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. • Plan review recommends an additional meeting with the applicant once the scope of work and architectural drawings are well defined. TIFFPA ' CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: May 6, 1999 TO: Pre-Application File No. 99-36 FROM: Lesley Nishihira,Assistant Planner, x7270 SUBJECT: Tiffany Park Elementary School Expansion We have completed a preliminary review of the pre-application for the above-referenced • development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. 1. General: The subject property is located at 1601 Lake Youngs Way SE. The proposal is to demolish an existing 37,683 square foot single story classroom structure and construct a new 43,800 square foot building. A two story addition containing four rooms is also proposed for the west end of the existing eight room classroom building to remain on the site. Also included with the proposal is the relocation of an existing playshed,the revision of driveways and aisles, and the improvement of play areas. 2. Zoning Requirements: The subject site is zoned Residential at 8 dwelling units per acre (R-8). The R-8 zone allows expansions over 10%to existing schools with a Hearing Examiner Conditional Use Permit. 3. Development Standards/Conditional Use Criteria: The required setbacks in the R-8 zone are 20 feet in the front and rear yards. A 5 foot setback is required for interior side yards and a 15 foot setback is required for side yards along streets. The proposal appears to meet these requirements. • Building height is restricted to 30 feet or 2 stories: The Conditional Use Criteria limit lot coverage by . buildings to 50% of the maximum permitted in the underlying zoning designation. The R-8 allows 35% lot coverage on lots over 5,000 square feet,therefore the proposal is limited to a 17.5% lot coverage maximum. The information provided did not include building elevations, site area, and building square footages, so staff was unable to determine if the project meets these requirements. The project is required to provide a minimum of 1 off-street parking space per employee as well as 1 off-street space of sufficient size for each bus kept at the school. Standard stall dimensions are 9 feet by 20 feet. A maximum of 30% of the parking spaces are allowed to be compact stalls (8%feet by 16 .feet) provided they are clearly marked. Ninety degree (90°) parking stalls are required to have a minimum aisle width of 24 feet. In addition, one ADA stall is required for every 25 parking spaces provided on the site. Based on the site plan provided, another ADA stall (in addition to the 3 shown) may be required. 4. Application Requirements: The proposal will require a Hearing Examiner Conditional Use Permit as well as SEPA Environmental Review and involves a public hearing. Both permits can be reviewed concurrently in a timeftame of approximately 12 weeks. The application fee for joint land PRE9936\ • • • use applications is full price for the most expensive permit (HCU at$2,000) and half off any subsequent permits($500 for the Environmental Review). In addition, $0.33 per mailing label will be required for notification to surrounding property owners. More detailed information is provided in the attached handouts, including the conditional use criteria that the proposal will need to satisfy. 5. Impact Mitigation Fees: In addition to the applicable building and construction permit fees,the following mitigation fees will be required prior to the issuance of building permits: 1. A Transportation Mitigation Fee of$75 per new average daily trip attributable to the project; and 2. A Fire Mitigation Fee of$0.52 per square foot of new construction. • • • PRE9936\ :. .. / - ;: %�,,, t - CITY CIF RENTON` -. , . ..u. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 28, 1999 .. . 7aCIDPifrF:RT(E)P7779:211\16- • Michael Grimit . McGranahan Architects 950.Fawcett, Suite 300 , . In E, \f['�r- ; • • Tacoma, WA 98402 Subject: • Tiffany Park Elementary Demolition and Rebuild Project File No. LUA-99-146,SA-A Dear Mr. Grimit: . Thank you for your recent land use application submittal for the above referenced project. In ' order to accept the application as complete, the following revisions and/or corrections will be • ` necessary: • 1. Revised Project Narrative. .The narrative should Clarify Wherethe gross floor area of - new construction will be distributed (e°g., individual areas for=new building,new four- . • . classroom addition and new breezeway). The narrative should,also reference that a `. - ; • . q _ pp- . . - �• parkingmodification re uest is included withthe a lication:'� �`°:; ' '2. Parking Modification Request..,:Please^"provide'a separate write-up requesting a.,,,: , '. ;. '., :'- . modification from:the parking regulations for the proposed number of spaces in excess of ' - the maximum permitted by code The modification request should address the five , . ' decision criteria listed in RMC section 4-9-250D2 (attached). . 3. Revised Site Plan. Please provide the following revisions to the site plan: : • • Dimensions for all revised parking areas; including stall widths, depths and aisle - widths. Please note=if an aisle width of less than 24 feet is proposed (as the plan • currently indicates)a second modification request from the parking regulations will be - necessary. Please refer to requirement no.2 listed above if a second modification is necessary. • Provide the setback dimensions from the closest point of the buildings to the nearest property line on each side. • Clarify on the plan the amount of existing and proposed gross floor areas for each. • building. Specifically, a breakdown should be provided That details how the total new square footage will be distributed between the new building,the addition, and the breezeway. Square footages,which distinguish what is to remain and what it to be demolished, should also be provided for the existing building areas. • • Remove references to the future portables. At the time it is determined the portables are necessary, a separate land use application would be necessary. , . - • The legend will need to be corrected so that the calculated building lot coverage of the site is based on ground floor square footage. The plan should also provide the - ground floor area for each building and structure, including the bus shelter and • playshed. These structures must also be included in the total building lot coverage = . calculation. . 1055 South GradyWay=Renton`Washington:98055 K • Provide the total square footage of existing parking areas as well as the total square footage for new parking areas. This will allow staff to determine the actual increase in parking area for the overall site. In addition, clarify on the plan whether portions of the existing parking area is to remain as is, or if all of the existing parking is to be revised. • 4. Revised Building Elevations. The building elevation plans should provide dimensions for proposed building heights at each elevation. 5. Revised PMTs. Please provide new PMT reductions for each revised plan sheet. 6. Revised Color Display Maps. Please also provide new color display maps for the revised site and elevations plans. • At this time your application is incomplete and will remain"on hold"until the items listed above are submitted. Please contact me at(425)430-7270 if you have any questions regarding these requirements. Sincerely, •• Lesley Nish' ra Project Manager : . Cc: LaujeenNicolay, Se aior Planner ` • Mike Torgerson; Renton School District >' . Attachments • ;:.. . - eft � .. ",.. - d. There are no similar improvements in ment standards in the Centers Residential the vicinity and there is little likelihood Demonstration District RMC 4-3-120B3,the that the improvements will be needed or Department shall rely on the recommenda- '� required in the next ten (10) years. tions contained within the report on design criteria for modifications prepared by the Eco- e. In no case shall a waiver be granted nomic Development, Neighborhoods and unless it is shown that there will be no Strategic Planning Administrator or designee • detrimental effect on the public health, as the basis for approval or denial of the re- safety or welfare if the improvements are quest. In addition to the criteria in subsection not installed, and that the improvements D2 of this Section,the request for modifica- are not needed for current or future de- Lion in the Centers Residential Demonstration velopment. District shall meet all of the following criteria: D. MODIFICATION PROCEDURES: , a. Project uses a modified street grid system where most buildings front on a 1. Application Time and Decision Au- street.Where no public streets exist, a thority:Modification from standards,either in private street grid system within the whole or in part, shall be subject to review project is provided. • and decision by the Planning/Building/Public b. Project orients residential Works Department upon submittal in writing ments to the street and has primary develop- ofbuild- jurisdiction for such modification. (Amd. ing entries facing the street. Entries are Ord. 4777, 4-19-1999) identified with a prominent feature or de- 2. Decision Criteria:Whenever there are tail. practical difficulties involved in carrying out are designed in a the provisions of this Title, the Department c. Parking garages g Administrator may grant modifications for in- way which does not dominate the facade dividual cases provided he/she shall first find of the residential building.When garages e-N. that a specific reason makes the strict letter of must be located with vehicular access in this Code impractical, and that the modifica- the front due to physical constraints of tion is in conformity with the intent and pur- the property,they are stepped back from pose of this Code,and that such modification: the facade of the building. a. Will meet the objectives and safety, . d. Parking lots are oriented to minimize function, appearance, environmental their visual impact on the site and are de- protection and maintainability intended signed so that the size and landscaping by the Code requirements, based upon support the residential character of the sound engineering judgment; and developments in contrast to adjacent commercial areas. b. Will not be injurious to other prop- erty(s) in the vicinity; and e. Project provides direct pedestrian access from the street fronting the build- c. Conform to the intent and purpose of ing and from the back where parking is lo- the Code; and cated. d. Can be shown to be justified and re- f. Walkways through parking areas are quired for the use and situation intended; well defined and provide access from and public sidewalks into the site.Walkway width is a minimum of five feet (5'). Pav- e. Will not create adverse impacts to ers,changes in color,texture or composi- other property(ies) in the vicinity. (Ord. tion of paving are used. 4517, 5-8-1995) g. Pedestrian connections are provided P'-'-` 3. Additional Decision Criteria Only for to the surrounding neighborhood. Centers Residential Demonstration Dis- trict: For a modification to special develop- . 9-75 _ (Revised 7/99) • 171.kS tS l. tetvs p lC Fog_ 5p,et_, Ci-t141.t S1 IS FOR l NI gyp' A-T1 DNM RENTO-N SCHOOL DISTRICT NO. 403 l ELOPMEN T PLANNING CITY OF RENTON DEC 3 0 1999 RECEIVED • ENVIRONMENTAL CHECKLIST - - -- Purpose of Checklist: The State Environmental Policy Act (SEPAL' Chapter 43.21 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 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 whether an EIS is required. Instructions for Applicants: 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 the 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 to provide additional information reasonably related to determining if there may be significant adverse impact. Page 1 \data\word\ecapp.doc f • • J _ CHECKLIST NO: • A. BACKGROUND • 1. Name of proposed project: Tiffany Park Elementary School 2. • Name of Applicant: Renton School District#403 3. .Mailing address, phone number of applicant-and contact person:- Mike Torgerson — Facilities Proiect Manager . . Mike Grimit— McGranahan Architects 1220 North 4th Street 950 Fawcett-Suite 300 Renton, WA 98055 - Tacoma, WA 98402 (425) 204-4471 - Fax (425) 204-4476 (253) 383-3084 - Fax (253) 383-3097 4. Date checklist prepared: September 30, 1999 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Construction schedule is start 6/17/2000.to substantial completion 8/15/20001. 7. Do you have any plans for future additions, expansion, or further activity related to or connected • •- with this proposal? If yes, explain. Portable classrooms if student population requires. • 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Engineering Report by Geo Engineers lune/18/99 Supplemental recommendations of Aug. 18, 1999. Contact Bo McFadden phone 206-728-2674 • Page 2 \data\word\ecapp.doc • 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. None 10. List any governmental approvals or permits that will be needed for your proposal, if known. Land use approval, Building, Mechanical and Electrical Permits, Sign permit 11. Give brief, complete description of your proposal, including 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 or project description). Demolish existing 1968 vintage buildings Relocate existing playshed Modernize existing 1991 classroom building 10,440 SF Add new school facilities of 43,030 SF Total school size to be 53,470 SF housing 600 students Complete playground and site field redevelopment with irrigation. 12. Location of proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If the proposal would occur over a range of area, provide the range of 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. 1601 Lake Youngs Way SE Renton, WA B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flatrr-ollins hilly, steep, slopes, mountains, other b. What is the steepest slope on the site (approximate percent slope)? 5% Page 3 \data\word\ecapp.doc (QV c. I 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. Silt with sand and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No • • e. Describe the purpose, type and approximately quantities of any filling or grading proposed. Indicate source of fill. Approximately 15,000 cy will be moved to create a new building pad, parking areas and playfield. On site material to be balanced cut and fill. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. Minor erosion could occur as a result of clearing and grading activities. g. About what percent of the site will be covered with impervious surface after project construction (for example: a t or buildings 45% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control measures will include filter fences, sediment traps and rip-rap construction entrance. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Diesel and gas emissions from construction equipment. Dust during earthwork activities. Automobile and bus diesel exhaust will match existing school usage when complete. Page 4 \data\word\ecapp.doc b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No • c. Proposed measures to reduce or control emissions or other impacts to air, if any. Water spray to control dust. Car/truck pooling to lessen emissions. 3. Water a. Surface: 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 and river it flows into. 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. NA Page 5 \data\word\ecapp.doc 4. • Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5. Does the proposal lie within a 100-year floodplain.. 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 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 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. None c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) the method of collection and disposal, if any (including quantities, if known). Where will this water flow? Will this flow into other waters? If so, describe. Storm water will collected in a series of catch basins and pipes and will discharge Page 6 \data\word\ecapp.doc to the cities existing 60 inch storm line on site. 2. Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. A biofiltration swale will be constructed to provide water quality treatment for paved areas. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet solid plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Existing ornamental trees and shrubs around the school buildings to be demolished plus a portion of the native trees and understory vegetation are to be removed 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. Page 7 \data\word\ecapp.doc Existing trees will be preserved where construction and grading along the eastern border are limited. New trees and both native and ornamental shrubs will be planted around new building and parking areas plus where visual separation is required at residential perimeter. 5. 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 site: Birds: hawk, heron, eagle, gbird other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other: 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. No, this site is surrounded by established residential development. d. Proposed measures to preserve or enhance wildlife, if any. Retaining as much of the greenbelt buffer of established trees as possible. New plantings of native conifers and shrubs will provide an attractive habitat and food source for wildlife. 6. Energy and Natural Resources a. What kind of energ electu , tural a il, wood, stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be used for heating. Electricity to be used for lighting and cooling. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No Page 8 \data\word\ecapp.doc c. What kind of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Heating/cooling system: Water-source heat pumps with hydronic loop using 2 variable speed pumps. dual heating boilers and closed circuit fluid cooler. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazard waste, that could occur as a result of this proposal? If so, describe. No 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any. N/A b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Usual bus and automobile noise. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. • Truck and equipment traffic will be created during construction hours 7 am to 3:30 PM. 3. Proposed measures to reduce or control noise impacts, if any. Limit overtime work. Page 9 \data\word\ecapp.d oc 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Elementary school within an existing residential development. b. Has the site been used for agriculture? If so, describe. N/A c. Describe any structures on the site. Existing single story elementary school composed of 3 buildings totaling 48,610 SF d. Will any structures be demolished? If so, what? 2 buildings totaling 38,170 SF will be demolished e. What is the current zoning classification of the site? R-8 f. What is the current comprehensive plan designation of the site? Residential g. If applicable, what is the current shoreline master program designation of the site? N/A Page 10 \data\word\ecapp.doc h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No Approximately how many people would reside or work in the completed project? 600 student capacity j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any? NA Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Elementary school use remains the same 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. N/A Page 11 \data\word\ecapp.doc c. Proposed measures to reduce or control housing impacts, if any. N/A 10. Aesthetics a. � What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? Tallest roof elevation is 40 ft., average is 30 ft.•Principal building material will be brick veneer. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any. Brush to be removed. Existing trees to remain. Highest portion of building will be buried 6 feet in the ground to reduce visual height. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Same as existing. Pole parking lot lighting and automobile headlights during morning arrival and evening departure times. b. Could light or glare from the finished project be a safety hazard or interfere with views? No Page 12 \data\word\ecapp.d oc 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? Pole lights will have limited dispersion. 12. Recreation • a. What designated and informal recreational opportunities are in the immediate vicinity? Existing park adjacent to school site. Tiffany Park offers picnic areas and sports fields. b. Would the proposed project displace any existing recreational uses? If so, describe. No, this project will replace existing ballfields and playground equipment. Multiuse fields will accommodate little league baseball, football, soccer and kickball. Safety surfacing will be provided under new playground equipment to meet current standards c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the projector applicant, if any. Multiuse and baseball fields are included in this project. In addition, play toys, hard surface play areas, 100 yard dash, jogging path, basketball and relocated playshed are provided. Page 13 \data\word\ecapp.doc • 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. N/A b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. N/A c. Proposed measures to reduce or control impacts, if any. N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Lake Youngs Way SE services the existing site at a single point. Proposed plan separates bus and parent drop off with 2 entry points. b. Is site currently serviced in public transit? If not, what is the approximate distance to the nearest transit stop? Yes c. How many parking spaces would the completed project have? How many would the project eliminate? 70 spaces provided. 66 existing a net add of 4 spaces. Page 14 \data\word\ecapp.doc d_- d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Same as existing. Bus and parent drop off or pickup occur at the beginning and end of each school day. g. Proposed measures to reduce or control transportation impacts, if any. Separation of parent and bus loops to reduce congestion. 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. No same as existing b Proposed measures to reduce or control direct impacts on public services, if any. N/A Page15 \data\word\ecapp.doc 16. Utilities a. ' - - . ' itie -• available at the site• electric' natural ga Ovate refuse service, telephone .. _ - septic system, othe . 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. Each of the utilities noted above will have to be reconnected to the new building during construction. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Renton School District#403_ Name Printed: Mike Torgerson Date: September 30, 1999 • Page 16 \data\word\ecapp.doc _ s STORM DRAINAGE REPORT INELCIPMEN`'PUs,N'',!ING =CITY OF RENTON for DEC 30 ig.ggi TIFFANY PARK ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT RENTON,WA �. s✓ \DV) 6,-<‹\fv, -� a d l�R1,l�C 4G 869 , EXPIRES 12/24/00 • Prepared By: WARNER ENGINEERING 5122 Olympic Drive NW, Suite B204 Gig Harbor, WA 98335 . (253) 858-8577 October 13, 1999 Job Number: 002021 TABLE OF CONTENTS I. Project Overview II. Existing Conditions Summary III. Developed Conditions Summary IV. Discussion of Core Requirements V. Discussion of Special Requirements VI. Conveyance System Analysis and Design VII. Water Quality Analysis and Design VIII. Appendices -.-.. Appendix A-Vicinity Map Appendix B - SCS Soil Map Appendix C -Predeveloped Basin Map Appendix D -Postdeveloped Basin Map Appendix E-Isopluvial Maps: 2-, 10-, 100-Year Appendix F -Runoff Coefficients. Appendix G-Waterworks program Calculations Conveyance- (to be included with final report) Appendix H-FlowMaster Calculations Appendix I-Technical Information Report Worksheet- (to be included with final report) Appendix J- Geotechnical Engineering Study- (to be included with final report) IX. References 2 Tiffany Park Elementary,Renton,WA PROJECT OVERVIEW This project will construct a new elementary school building on the current school site. The existing buildings, except one, will be demolished. The existing parking areas and playfields will be demolished. New playfields and parking lots will be constructed. The 10 acre site is bounded on the southwest by Oakesdale Avenue SW, on the west and north by Lake Youngs Way, and on the east and south by residential development. The project encompasses development of the entire site. The work shall also include one new driveway access from Lake Youngs Way, and landscaping areas. See Appendix A for a vicinity map. II. EXISTING CONDITIONS SUMMARY SOILS Soils on the site are identified by the SCS Soil Survey for King County' as Arents- Alderwood (AmC)- see Appendix B for SCS Soils map. The SCS description for this soil does not match the actual soil logs done for this site. The existing site soils are mainly gray, black and brown silty sands and gravels with occasional organic matter. Therefore, based upon the geotechnical data we will assume that a hydrologic soil group IC soil is present on the site. EXISTING DEVELOPMENT AND DRAINAGE The site currently is comprised of the elementary school buildings, parking areas, playfields, trees and brush areas. The building area of the site is relatively flat. There is a treed knoll with steep slopes and a vegetated natural berm along the north property line adjacent to Lake Youngs Way. There is a total vertical relief of across the site of about 14 feet,not including the knoll. There is an existing drainage system for the school and a detention system for one of the buildings. These systems tie into an existing 60" storm pipe which runs through the site. See the Predeveloped Basin Map, Appendix C. OFF-SITE AND DOWNSTREAM DRAINAGE There is no off-site drainage onto this site. See the Predeveloped Basin Map, Appendix 'C. Stormwater from the site flows to a 60" storm pipe. This system continues to the northwest approximately 700 feet where it discharges to a swale near the intersection of 'Lake Youngs Way and Royal Hills Drive. It continues in the swale for approximately 3 Tiffany, Park Elementary,Renton,WA 300 feet where it crosses under Royal Hills Drive. It continues northward approximately 1300 feet in a small tributary to the Cedar River. III. DEVELOPED CONDITIONS SUMMARY ON-SITE DEVELOPMENT AND DRAINAGE Calculation show that the increase in peak runoff for the 100-year storm is less than 0.5 cfs therefore this project is exempt from detention requirements. Water quality,however, is still required. Storm drainage for the site will be as follows: The storm water from the parking areas and bus loop will be collected in a series of catch basins and pipes and will flow to the biofiltration swale. The bioswale will discharge to the 60" storm pipe which runs through the site. The building downspouts and foundation drains will be piped through a separate,storm system with a separate connection to the 60" storm pipe. There is an existing detention system that will be demolished. An equal amount of detention will be installed in the new system. The biofiltration swale will provide for water quality for those areas subject to vehicular traffic. Seethe Postdeveloped Basin Map,Appendix D. OFF-SITE IMPROVEMENTS AND DRAINAGE No off-site improvements are proposed. IV. DISCUSSION OF CORE REQUIREMENTS Core Requirement#1-Discharge at the Natural Location As discussed in EXISTING CONDITIONS SUMMARY above, is site currently drains to the 60" storm pipe. The proposed storm systems will continue to discharge to this pipe. Core Requirement#2- Off-Site Analysis No offsite drainage enters the site. See Appendix C- Predeveloped Basin Map. A Level One Downstream Analysis is described in the Existing Conditions Summary. There are no known drainage problems in this system. 4 Tiffany Park Elementary,Renton, WA Core Requirement#3-Runoff Control This site is exempt from On-site Peak Rate Runoff Control because the increase in the peak flow for the 100-year storm is less than 0.5 cfs. Core Requirement#4- Conveyance System The project storm system will convey the site 100 year design storm. Core Requirement#5-Erosion/Sedimentation Control Plan An Erosion and sedimentation plan will be developed for this site as outlined in the King County Surface Water Design Manual. Filter fences, CB inlet protection, CB inlet 'sediment trap and construction entrances will be installed. Core Requirement#6-Maintenance and Operation Maintenance and operation of all of the stormwater system on this site will be the responsibility of the Renton School District. Core Requirement#7-Bonds and Liability Bonds and liability insurance will be provided by the Renton School District. V. DISCUSSION OF SPECIAL REQUIREMENTS Special Requirement#1- Critical Drainage Areas The City has not indicated that this site is in a critical drainage basin. Special Requirement#2- Compliance With Existing Master Drainage Plan There is no existing known Master Drainage Plan that includes this site. Special Requirement#3- Conditions Requiring a Master Drainage Plan This project site does not trigger any of the thresholds that require a Master Drainage Plan. 5 Tiffany,Park Elementary,Renton, WA Special Requirement#4-Adopted Basin or Community Plans The site is not in any known adopted basin or community plans. Special Requirement#5- Special Water Quality Controls This project does not trigger special water quality controls. Special Requirement#6- Coalescing_Plate Oil/Water Separators A coalescing plate oil/water separator is not required. Special Requirement#7- Closed Depression There are no closed depressions on the project site. Special Requirement#8- Use of Lakes, Wetlands or Closed Depressions for Peak Runoff Control The project will not use a lake,wetland or closed depression for peak runoff control. Special Requirement#9-Delineation of 100 Year Floodplain, The elevation of the 100-year flood plain is equal to18.44 The 100-year floodplain is shown on the siteplan. Special Requirement#10-Flood Protection Facilities for Type 1 and 2 Streams This project is within 200 ft of the highwater line for the P-1 channel. The 200 ft line is shown on the site plans. A shoreline permit will be required for this project. Special Requirement#11- Geotechnical Analysis and Report A geotechnical analysis and report is included as Appendix J. Special Requirement#12- Soils Analysis and Report Soils report is included as Appendix J. Special Requirement#13 -Aquifer Recharge and Protection Areas This site is not in an aquifer recharge or protection area. 6 Tiffany,Park Elementary,Renton,WA VI. CONVEYANCE SYSTEM ANALYSIS AND DESIGN See Appendix G for basin information. Summarized below are the preliminary design data: Constants P2 =2.0 in. Soil Type C Pio =2.9 in. CN=81.0 wooded P1o0=3.9 in. CN=86.0 short grass/landscaping CN=98.0 impervious Conveyance calculations will be included in the final report. (See Appendix H for WaterWorks Printouts). VII. WATER QUALITY ANALYSIS AND DESIGN The biofiltration swale is designed per King County standards. The water quality storm is the peak flow from the developed 2-year storm event. See Appendix G and Appendix H for computer calculations. 7 Tiffany Park Elementary,Renton,WA V. APPENDICES Appendix A-Vicinity Map Appendix B - SCS Soil Map Appendix C -Predeveloped Basin Map Appendix D -Postdeveloped Basin Map Appendix E-Isopluvial Maps: 2-, 10-, 100-Year Storm Event Appendix F -Runoff Coefficients Appendix G- Waterworks program Calculations Conveyance Water Quality Appendix H-Flowmaster Calculations Appendix I -Technical Information Report Worksheet Appendix J- Geotechnical Engineering Study • 8 Tiffany'Park Elementary,Renton,WA VI. REFERENCES I. Soil Survey of King County Area, Washington. United States Department of Agriculture, Soil Conservation Service. November 1973. II. Surface Water Design Manual, King County, Washington. King County Department of Public Works. January 1990. Revised November 1995. III. Waterworks. Software for Hydrology. Version 4.12e. Engenious Systems, Inc. Seattle, Washington. IV. Flowmaster. Version 4.1. Haestad Methods, Inc. Waterbury, Connecticut. _M 9 Tiffany Park Elementary,Renton, WA ao5 (Joins sheet 5 Amc ISSACUAN 12 Ml. 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F +1 Wo • �u' rBeCl BeD i • ' , 1— Pu .: ._..._,. . c•,.:0,4 1 i 0 ,,,,:,,, ,_}.-.d ?,,,---, , _.= 4,_ IR 1AD ' I a •�—i1 :M B ^ till 7.rii,L-- --- ---1-7__ --- --.. ---\\I•lf Ili 210 . •s, 1 I. .,/ ' Uri 1 aDa AgC L,rJ • (,0 R- rvoir C �II i—___1 _ liffil ■ I II I• ID l , I •� iluN �.�7 AgC I- 428 I LE,G EM ID '.1t � AmC �. \f lf—II=II-1Mt--1 ild Al 8MAPPENDIXB\ c16; 3A5C 2 � e :• I ,■�• o `I 451 .� II II II Ilr-Y` 0 I 1 i r • GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mappini descriptions oftwand dlthatgof the soil her series to which the mapping unit belongs. See table 6, page information is given in .tables as follows: Town and country planning, table 4, page 57. Acreage and extent, table 1, page 9. 64. Recreational uses, table 5, page Engineeringg usesu of the soils, tables 2 and 3,' Estimated yields, table 7, page 79. pages 36 through 55. Woodland Described Capability unit group Map on page Symbol Page Symbol symbol , Mapping unit AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes 10 IVe-2 76 3d2g IVe-2 76 3d1 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes 78 3d1 AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes 10 VII 10 VIe-2-2 78 2d1 AkF Aldezwood and Kitsap soils, very steep 10 IIIe- 76 3d2 AmB Arents, Alderwood material, 0 to 6 percent slopes 1/. PAmC Arents, Alderwood material, 6 to 15 percent slopes 10 IVe-2 76 3d2 1/ 10 IVe- 77 3d2 An Arents, Everett material 1/ 3d2 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes 11 IVe-2 7611 VIe-2 78 3d12 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes 12 VIIe-1 78 3d1 BeF Beausite gravelly sandy loam, 40 to 75 percent slopes 12 IIIw-2 76 3d1 _— Rh Bellingham silt loam 13 Iw 75 3w12 Br Briscot silt loam 13 IIw-2 76 4w1 Bu Buckley silt loam 14 IIIw-2III 78 4w1 CoCoastal beaches 14 IIIIw 75 3w2 Ea . Earlmont silt loam 15 III- 75 3w2 Ed Edgewick fine sandy loam 15 IIIw- 77 201 EvB Everett gravelly sandy loam, 0 to 5 percent slopes 165 VIs-1 78 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes 16 VIe-1 77 3f3 2 EvD Everett gravelly sandy loam, 15 to 30 percent slopes EwC 'Everett-Alderwood gravelly sandy loans, 6 to 15 percent 16 VIs-1 78 3f3 slopes 17 IVs-2 77 4s3 InA Indianola loamy fine sand, 0 to 4 percent slopes 16 IVs-2 77 4s3 InC Indianola.loamy fine sand, 4 to 15 percent slopes 17 VIe-1 76 4s2. 3 InD Indianola loamy fine.sand, `15 to 30 percent slopes 17. III--1 .. 75 2 KpB Kitsap silt loam, 2 to 8 percent slopes 18 IIIe- 76 2d2 KpC Kitsap silt loam, 8 to 15 percent slopes 18 VIe-2 78 2d12 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIs-2 78 1 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIw-2 78 3f1 Ma Mixed alluvial land 18 VIs-12 •78 201 NeC Neilton very gravelly loamy sand, 2 to 15 percent slopes 19 IIw-1 74 3f3 201 Ng Newberg silt loam 209 IIw-1 74 201 Nk Nooksack silt loam IIIw -3-3 76 3w2 No Norma sandy loam 220 III-3 76 Or Orcas peat 21 IIww 75 3w1 Os Oridia silt loam 21 IVe-2 75 3d1 OvC Ovall gravelly loam, 0 to 15 percent slopes 78 3d1 OvD Ovall gravelly loam, 15 to 25 percent slopes 23 VII 23 VIe-2I 78 3d1 -- OvF Ovall gravelly loam, 40 to 75 percent slopes 23 Vwe 78 3d1 Pc Pilchuck loamy fine sand 23 Iw-1 76 2s1 Pk Pilchuck fine sandy loam 24 III--2 76 3w2 Pu Puget silty clay loam 24 IIIw- 74 3w2 201 Py Puyallup fine sandy loam 25 IVe-3 77 4s1 RaC Ragnar fine sandy loam, 6 to 15 percent slopes 26 VIe-23 78 4s1 RaD Ragnar fine sandy loam, 15 to 25 percent slopes 26 78 4s1 • RdC Ragnar-Indianola association, sloping: 1/ _6 IVe-3 -77- --- Ragnar soil -_ IVs-2 77 4s3 4s1 26 Indianola soil -- --- RdE Ragnar-Indianola association, moderately steep: 1/ 2_ VIe-2 4s1 Ragnar soil __ VIe-1 77 4s2 Indianola soil U.S. GOVERNMENT PRINT/NG OFFICE:1973 0-468-268 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table 111-1.6'Hydrologic Soil Groups foe Soils in the Puget Sound Basin Hydrologic Soil Hydrologic Soil p Grow Soil Type Group Soil Type 1 l ' C Colter C A Agnewhl B Custer ND C Dabob ND Aiu AJderwood C Delphi DND Arcnu,Alderwood B Dick rtnuB Dimal D AAshoc Everett B Dupont D Bildhill B Earimoot C - Barnosron C Edgewick B Baumgard B Eld B Elwell Beausite C Esquatzel B Belfast D Everett A Bellingham D Bellingham variant C Everson D BowtfoR B Galvin D Catchall �. A Bow Giles Brik C Godfrey D Bucckllee y B Greenwater A Bunker C GCOVe C Cagey ND Haratme • C Caslsborg ND Casey ND Hartnit ND Cassolary C Hoh ND Cathcart B Hoko, ND Centralia B..: Hood sport . .. Chehalis � • � -.. .. .. .. . ND A . Hoypus Cheraw Huel ND Clallamncbar C Indianola ND Clayton B Jonas B variable Jumpe Cla ND Coastal beaches Kapowain C/D Kalaloch C C Katula C Renton B Kilchis C Republic variable Kitaap C Riverwash• C Klaus ND Rober C Klone ND Salal.� B- Later C Salkum Lebam B Sammamish ND Lumi - m ND San Juan Lynnwood ND Scam-run D Lystair ND Schneider BD Mal C Seattle ND Manley B Sekiu D Mashel B Semiahmoo D Maytown C Shalcar McKenna B D Shano C McMurray ND Shelton C BMeo Si Menzel ND Sinclair CD Mixed Alluvial variable Skipopa ND Molson B Skykomish B B . Mukilteo C/D Snahopish Naff B Snohomish D D Nargar A Solduc ND B National ND Solleks D Neilton A Spare ZII-1-9 FEBRUARY, 1992 . . . II. • . , . • • . . - • I • .. . . .' i• . . ... . I • . .. , • I . . , •. • . • I' . . 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Nviiiit%IN ' 4 MI 1 -114.b Vt, liiimr0- *Th A /"./ 41411)401/--" L._11Ka ."\\ v-Nte Ar-- -441,_ iiiiiir.- latli, _ giii ---- **IN:\. ' \"1- IV .. :''.' I. _, , r 7t tiffs►t , litiglinikt... i'' ,./ b \. 161 lifritoi..' llii,)_:k-A8:4k. , _ :416A1 ik., Al _ 1 .4%-i-b. illi,-. , ---"ets L - •-.,t.‘ l& i [A .I. t ! .At Atabla .-- r)'" 1( of itiraii.�PROJECT SITEAviv \a...._ ) lint !.„.e. . - 7/ i atoll' � � 1 dIANDIR \ iiiiiii ifigp, .k al, iFy.t:__4,-,- ttwo ispaiL ..1 , Ag ri,- itirrhatii viwpt firarifell*`' i iladINWPATIr- --c_,, SNO. „. ' f / 0 1 1 r 41111111 11 ‘1W440. '" -irxwis,_: / , ) / .. , 1... 1 — , i . 1 - :, • 1111 s.-- `. ' ' 1 J, ; .• i , ._ ._., ..._ ewrw � tip -At‹.-- 7\7-- Firlill i_e.aaveStWiluelkwitir ri7 ,,. .. 1. - •iirlil- 'f-217401\ ,g h. 4 .1_47 . . - - • c. „. -If i ► _' ! i . i 1 . % . . tii N. - -.-. .- -. r . trim Ai .rA , mo•z, 0) o, . 1 Or viva pfil ` % 6A-- 100-YEAR 24-HOUR PRECIPITATION �p ��J.. , e• 60 •3.4--ISOPLUVIALS OF 100-YEAR 24-HOUR vc• japIrwll/f -5.5 ` TOTAL PRECIPITATION IN INCHES tw eb-101 # ' • I � , 0 1 2 3 4 5 6 7 8 Mlles A.J p %,� 3.5.1-13 N. 43• .; • i/90 1:300,000 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUNL -.: SIN Table III-1.3 SCS Western Washington Runoff Curve Numbers • (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D Cultivated land(1) : winter condition 86 91 94 95 Mountain open areas: low growing brush & grasslands 74 82 89 92 65 78 85 89 Meadow or pasture: 42 64 76 81 Wood or forest land: undisturbed 55 72 81 86 Wood or forest land: young second growth or brush Orchard: , with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. 68 . 0 86 90 Good condition: grass cover on 75%z of the -.r area 77 85 90 92 Fair condition: grass cover on 50-75% of the area 76 85 89 91 Gravel roads & parking lots: • 1 72 82 87 89 Dirt roads & parking lots: 98. 98 . 98 98 Impervious: surfaces; pavement, •roofs etc.. •. . . . 1 100 100 100 100 Open water bodies: lakes, wetlands, ponds etc. Single family residential(2) : Separate curve number Dwell1.O DU/G Gross Acre $Imp15vious(3) shall be selected for 1.OIDU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site . ': DU/GA 30 or basin 2.5DU/GA 34 3.0: DU/GA 38 3.5, DU/GA 42 4.01 DU/GA 42 4.51 DU/GA • • 5.b. DU/GA. .'.. 48 ' 5:50DU/GA 50 • • 6.01 DU/GA 52 6.5 DU/GA • . 5.4 • 7.O1 DU/GA 56 ! $impervious PUD'.s,- condodi apartments, be commercial bus.inesses_& mustumtubed. industrial• ' Aid• a* ' ' ' (1) For[`a:more. detailed''de:scriptionagricultural land sepcurse ve e,numbers s refer • to Natio:ne1`:Engineering.Handbook; Sec:= 4,. Hydrology, u (2) Assumes.:roof.. and. driveway runoff is -directed into •street/storm system. (3). The remaining pervious,.areas..{lawn) are Corsider.ed to• be in good condition for these curve numbers. • • ' • • III-1-12 ' " " • ' _ • FEBRUARY, 1992 • • . , • APPENDIX E 10/13/99 8:42 :50 am Warner Engineering page 1 Preliminary Storm Calcs Tiffany Park Elementary BASIN SUMMARY BASIN ID: postl0 NAME: SBUH METHODOLOGY TOTAL AREA • 9.99 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2.90 inches AREA. . : 5. 15 Acres 4.84 Acres TIME INTERVAL 10.00 min CN • 85.52 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK, RATE: 5.33 cfs VOL: 1.74 Ac-ft TIME: 470 min BASIN ID: post100 NAME: SBUH METHODOLOGY TOTAL AREA • 9.99 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 5. 15-Acres 4. 84 Acres TIME' INTERVAL 10.00 min CN • 85.52 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 7.76 cfs VOL: 2.51 Ac-ft TIME: 470 min BASIN ID: post2 NAME: SBUH METHODOLOGY TOTAL AREA • 9 .99 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 5.15 Acres 4 .84 Acres TIME, INTERVAL • 10. 00 min CN • 85. 52 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 3 .23 cfs VOL: 1. 07 Ac-ft TIME: 470 min BASIN ID: post6mo NAME: SBUH METHODOLOGY TOTAL AREA • 9.99 Acres BASEFLOWS: 0. 00 cfs -- RAINFALL TYPE • KC24HR PERV - IMP PRECIPITATION • 1. 28 inches AREA. . : 5. 03 Acres 4. 96 Acres TIME, INTERVAL • 10. 00 min CN • 85.52 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0. 20 PEAK, RATE: 1.71 cfs VOL: 0.58 Ac-ft TIME: 470 min Pos4 too - pre-kob = '1.16 - 1.1.s - 0.48 c o.S d o dai^ell4 td+\ c-CQ %r-e ei APPENDIX G 10/13/99 8:42:50 am Warner Engineering page 2 Preliminary Storm Calcs Tiffany Park Elementary BASIN SUMMARY BASIN ID: pre10 NAME: SBUH .METHODOLOGY TOTAL AREA • 9.99 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2.90 inches AREA. . : 6. 00 Acres 3 .99 Acres TIME .INTERVAL • 10. 00 min CN • 84.80 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK :RATE: 4 .89 cfs VOL: 1. 63 Ac-ft TIME: 480 min BASIN ID: pre100 NAME: SBUH ,METHODOLOGY TOTAL AREA • 9.99 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 3 .90 inches AREA. . : 6. 00-Acres 3 . 99 Acres TIME , INTERVAL • 10. 00 min CN • 84.80 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK ,RATE: 7 .28 cfs VOL: 2 .39 Ac-ft TIME: 480 min BASIN ID: pre2 NAME: SBUH 'METHODOLOGY TOTAL AREA • 9 . 99 Acres BASEFLOWS 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 6. 00 Acres 3 . 99 Acres TIME ' INTERVAL • 10. 00 min CN • 84 .80 98. 00 TC • 10. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK' RATE: 2 .86 cfs VOL: 0.98 Ac-ft TIME: 470 min 10/13/99 9: 6:33 am Warner Engineering page 1 Preliminary Storm Calcs Tiffany Park Elementary BASIN SUMMARY BASIN ID: bioswale NAME: SBUH :METHODOLOGY TOTAL AREA • 3 .82 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2.00 inches AREA. . : 0. 00 Acres 3 .82 Acres TIME INTERVAL • 10. 00 min CN • 85.52 98. 00 TC • 10. 00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 1.93 cfs VOL: 0.56 Ac-ft TIME: 470 min • Preliminary Calculations for Bioswale Worksheet for Trapezoidal Channel Project Description Project File c:\drawings\002c\021j\storm\projectl.fm2 Worksheet bioswale Flow Element Trapezoidal Channel Method : Manning's Formula Solve For; Bottom Width Input Data Mannings Coefficient 0.030 Channel Slope 0.010000 ft/ft Depth 0.25 ft Left Side',Slope 2.00 H :V Right Side Slope 2.00 H :V Discharge 1.93 ft3/s Results Bottom Width 3.80 ft Flow Area 1.07 ft2 Wetted Perimeter 4.91 ft Top Width 4.80 ft Critical Depth 0.19 . ft Critical Slope 0.023981 ft/ft Velocity 1.80 ft/s Velocity Head 0.05 ft Specific Energy 0.30 ft Froude Number 0.67 Flow is subcritical. Oct 13, 1999 Your Company FlowMaster v4.1 09:05:04 Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)7: APPENDIX H \ /, l , JUN 2 e. '1�99 \ ,' , • (�Pri EN,17 p� yINC \ r ; r " ,QITY OF RENTON, J l I - I,• / \' Report' \ � . ' Geotechnical Engineering Services �.. ), / ' ' i `I �` ,. ' , Planned Additions and Improvements to • I �,_ Tiffany,Park,Elementary'School ' i. ;Renton,Washington 1 I /IJ •1. 1- i) %. ,'I r'` . 'I '‘- I' - I \ K ? , ,. ` June 18, 1999 / - _ \ . _ 1 \ f' / If . i-- \~f ;%'I \ . • 6; • • 5' i I V,,-" ( / I /, / \ \. I - / j, 1 ` - / \\ t• s /: _-/. 1 - \ - 1 , ,' N , , �.I /, /. I I 1 i \ _ \'`\ \ \ y• \,I 1,\ .-'\. \'--. ' I' -.' ' ' / •I 'Is.' .:\. \ �! ,\. ( \ I\ 1\ - For - -- I ` / , 5 !, '( i Ii , ' • ' • ` \ - ;'Renton Sch-ooI District,No.--403 • _ / \ _ \ / -' , J I i J l ) ; • I i s. - , t ,- 1 1 ;/. - /I - \ /' - _- 1 1 --' -.., l \- \ .. �. I 'r I I J, ' I., — 1` t. y II \ �' ti•` l — 1130\061899 — G e o, , n g i.n e e r s I , ,' File.No.2074-004-OQ 1 'E . \; \ • Geo'ko Engineers • June 18, 1999 Consulting Engineers and Geoscientists Offices in Washington, Renton School District No. 403 Oregon,and Alaska 1220 North 4th Street Renton,Washington 98055 • Attention: Mike Torgerson We are pleased to present four copies of our"Report,Geotechnical Engineering Services, Planned Additions and Improvements to Tiffany Park Elementary School, Renton,Washington." Our services were completed in general accordance with the scope of services presented in our proposal dated April 7, 1999. Our services were formally authorized by you on May 4, 1999. ' The project was in the preliminary design phase at the time this report was prepared and final building loads are not available. We recommend that additional geotechnical evaluation be ' completed after building loads have been determined to assess the potential impacts of building ' settlement where foundations are supported above the compressible silt and clay encountered in our explorations. We appreciate the opportunity to be of service to you on this project. Please call us if you ' have any questions regarding the contents of this report or when we may be of further assistance. Yours very truly, GeoEngineers,In . ; ? /A 7 /BMcFaddenP.E. sociate JJM:ja:pb P:120740041001Sna1s1207400400r.doc GeoEngineers,Inc. • Plaza 600 Building 600 Stewart St,Suite 1215 Seattle,WA 98101 Telephone(206)728-2674 Fax(206)728-2732 www.geoengineers.com • ..... - . .,.Pry ted 1 - . .,">: i. �,4 n on rec c ed a ar . l CONTENTS Page No. INTRODUCTION 1 .SCOPE 1 PHASE 1 —GEOTECHNICAL DESIGN SERVICES 2 PHASE 2—GEOTECHNICAL SUPPORT DURING DESIGN 3 SITE DESCRIPTION 3 SURFACE CONDITIONS 3 SUBSURFACE CONDITIONS 3 General 3 General Geology 4 Soil Conditions 4 . Ground Water Conditions 6 CONCLUSIONS AND RECOMMENDATIONS 6 ' GENERAL 6 SITE PREPARATION AND EARTHWORK 7 Demolition 7 Clearing and Site Preparation 7 Sedimentation and Erosion Control 9 Structural Fill 9 . Open Cut Excavations 10 Permanent Cut and Fill Slopes 10 FOUNDATION SUPPORT 11 LATERAL RESISTANCE 12 FLOOR SLAB SUPPORT 12 RETAINING WALLS 12 PAVEMENT DESIGN 13 • SEISMICITY • 14 General 14 Uniform Building Code (UBC) Site Coefficient 14 Design Earthquake Levels 14 Liquefaction Potential 14 DRAINAGE CONSIDERATIONS 15 LIMITATIONS 15 Figures • Fissure No. Vicinity Map 1 ; Site Plan 2 • G e o E n g i n e e r s i File No.2074-004-00-1130\061899 e 1 • • CONTENTS (CONT.) Page No. APPENDIX A FIELD EXPLORATIONS A-1 APPENDIX A FIGURES Figure No. SOIL CLASSIFICATION SYSTEM AA KEY KEY TO BORING LOG SYMBOLS A-2 LOG OF BORING A-3...A-14 APPENDIX B LABORATORY TESTING B-1 GENERAL B-1 VISUAL CLASSIFICATIONS B-1 MOISTURE CONTENT DETERMINATIONS B-1 DRY DENSITY DETERMINATIONS B-1 • PARTICAL SIZE ANALYSIS B-1 ATTERBERG LIMITS B-2 CONSOLIDATION TESTS B-2 APPENDIX B FIGURES Figure No. SIEVE ANALYSIS RESULTS B-1 ATTERBERG LIMITS TEST RESULTS B-2 CONSOLIDATION TEST RESULTS B-3 B-4 • • • G e o E n g i n e e r s 11 File No.2074-004-00-1130\061899 REPORT GEOTECHNICAL ENGINEERING SERVICES PLANNED ADDITIONS AND IMPROVEMENTS TO TIFFANY PARK ELEMENTARY SCHOOL RENTON,WASHINGTON • FOR RENTON SCHOOL DISTRICT NO. 403 INTRODUCTION This report presents the results of our geotechnical engineering services for the planned additions and improvements to the Tiffany Park Elementary School located along Lake Youngs Way Southeast in Renton,Washington. The site location is shown on the Vicinity Map,Figure 1. We understand that the project includes demolition of all existing structures with the exception of the classroom building located on the southwest portion of the property. The project was in the preliminary design phase at the time this report was prepared. However, a recent conceptual schematic design for a new site layout indicates that new buildings may include classrooms added to the northwest end of the existing classroom building (finish floor at about Elevation 372.5 feet) that will remain and a new multi-purpose building containing a gym, commons area, music room, and classrooms (finish floor at about Elevation 374.5 to 376.5 feet). Final foundation loads are not known at this time. We understand however, that exterior wall loads will be about 1,500 pounds per linear foot and that columns can be supported on footings proportioned for a 2,000 pound per square foot(psf)bearing pressure. In addition, improvements will include a new covered play area in the west portion of the site, ball fields on the northwest portion of the property, and at-grade parking areas north and east of the proposed buildings. Existing and proposed site improvements are shown on the Site Plan,Figure 2. Most of the improvements and construction will be at or near existing grades. However, cuts on the order of about 15 feet deep will be required east of the proposed new Multi-purpose Building and up to 7 feet deep in the northwest portion of the site for the ball fields. Most of the proposed parking and access road areas will be within a couple of feet of existing site grades, except for the access road from the east parking lot to the north parking lot where cuts on the order of about 10 feet are planned. SCOPE The purpose of our geotechnical engineering services is to evaluate the subsurface soil and ground water conditions as a basis for providing geotechnical recommendations regarding the proposed additions, new buildings and improvements at the Tiffany Park Elementary School. In our proposal we provided scopes of work and costs for three phases or work including our initial investigation and geotechnical design services (Phase 1), support during the design phase (Phase 2), and for geotechnical construction services (Phase 3). Phases 1 and 2 were approved at this time and our services for these two phases includes the following tasks: G e o E n g i n e e r s 1 File No. 2074-004-00-11301061899 PHASE 1 — GEOTECHNICAL DESIGN SERVICES Complete a field exploration program consisting of shallow borings using track-mounted hollow-stem auger drilling equipment. Obtained soil samples at about 5-foot intervals for laboratory testing to determine soil strength and settlement characteristics, where appropriate. Our specific scope of services includes the,following tasks: 1. Review available geologic and subsurface information for the site. 2. Explore subsurface conditions at the site by drilling 12 borings using a track-mounted drill rig (rubber cleats) advancing hollow stem augers. The borings were advanced between 9 and . 23.5 feet below the ground surface(bgs). 3. Evaluate the physical and engineering characteristics of the soils based on laboratory tests performed on samples obtained from the explorations. The laboratory tests consist of particle size and plasticity tests, moisture content and density determinations, and consolidations tests. 4. Provide recommendations for the following: a. Site preparation and earthwork including clearing criteria, suitability of on-site soils for . use as structural fill, constraints for wet weather construction, gradation criteria for any structural fill material which may have to be imported, and structural fill placement and compaction requirements. b. Temporary and permanent cut and/or fill slopes. c. Provide recommendations for sedimentation and erosion control during and following construction, and permanent site drainage. d. Develop recommendations for foundation support including allowable soil bearing pressures, settlement estimates, minimum footing sizes for pad and strip footings, and minimum depth of footings below finished grade. e. Allowable increases in soil bearing when supporting seismic generated loads. • f. Active and passive soil pressures for design of foundations and walls. g. Coefficient of base friction for resisting lateral forces. h. Provide recommendations for support of on-grade floor slabs including capillary break and vapor retarder as appropriate. i. Discuss seismicity at the site and provide seismic design parameters including soil profile type and site coefficient based on 1997 Uniform Building Code(UBC)criteria. j. Design pavement sections for access driveways and parking areas. k. Provide recommendations for surface and subsurface drainage based on ground water conditions encountered in the explorations or expected in the area. Discuss geotechnical considerations related to groundwater and seepage conditions including anticipated seasonal fluctuations. 1. Comment on any anticipated construction difficulties identified from the results of our site studies and from our experience on projects at similar sites. 5. Prepare a written report presenting our conclusions and recommendations together with supporting field and laboratory information for incorporation into design of the project. G e o E n g i n e e r s 2 File No. 2074-004-00-1130\061899 PHASE 2— GEOTECHNICAL SUPPORT DURING DESIGN During and after our geotechnical report has been submitted, we will provide design support including consultation for alternative design approaches for elements such as retaining walls and detention facilities, geotechnical design criteria for specification preparation, plan and specification review,and attending design meetings. SITE DESCRIPTION SURFACE CONDITIONS We reviewed information provided by McGranahan Partnership that included an existing site survey map prepared by D.A. Berg, Inc., dated April 28, 1999 and a schematic drawing showing a conceptual site layout for the proposed improvements prepared by Weisman Design Group, dated April 20, 1999. Our Site Plan (Figure 2) shows the existing features with the proposed (most recent)layout of improvements superimposed on the plan. Tiffany. Park Elementary School is located at 1601 Lake Youngs Way SE, west of the intersection of Lake Youngs Way and Kirkland Avenue SE. The approximately 10-acre site is presently occupied by the existing Tiffany Park Elementary School. The site is bordered to the north and east by Lake Youngs Way SE and by residential developments to the south and west. The school site is situated on a glacial till upland above the Cedar River valley, about 3,000 feet south of the Cedar River and State Route 169. The ground surface generally slopes down to the west portion of the site from the north and from the east. The ground surface elevations range from about 372 to 377 feet in the central and south portions of the site where the existing buildings are located. The ground surface in the north portion of the site slopes up to the north to about Elevation 382 feet,while the ground surface in the east portion of the site slopes up to the east to about Elevation 390 feet. The lowest area on the site is along the west property line at about Elevation 368 feet. Three buildings and a covered play area occupy the central and south portions of the Site with the newest building located along the southwest property line. Asphalt paved parking areas and access roads are located on the southeast side of the property. A portable classroom building is located northwest of the main classroom building. The buildings are typically surrounded by asphalt or concrete surfaces. The north and west portions of the site are covered with lawn and occupied by several conifer and deciduous trees. The east to northeast portions of the site are forested with numerous large conifer and deciduous trees. The locations of surface features are shown in Figure 2. SUBSURFACE CONDITIONS General We explored subsurface soil and groundwater conditions at the site by drilling twelve borings to depths ranging from about 9 to 23.5 feet bgs. Holt Drilling Inc. of Puyallup, Washington completed the borings on May 5 and 6, 1999 using track-mounted hollow-stem auger drilling equipment. The locations of the borings are shown in Figure 2. The details of our field • G e o E n g i n e e r s 3 File No. 2074-004-00-1130\061899 exploration program and exploration logs are presented in Appendix A. Our laboratory testing program is summarized in Appendix B. General Geology The project site is located along the edge of a glacial till upland, south of the Cedar River Valley. Based on the Geologic map of the Renton Quadrangle, King County, Washington, (Mullineaux, 1965), glacial ground moraine deposits consisting of ablation till over lodgment till exists at relatively shallow depths in and around the school property. Lodgment till in the area is generally a compact,unsorted mixture of silt, clay, sand, and gravel. The overlying ablation till is generally thin(2 to 10 feet thick)and much less compact. Three areas were identified on the map as having localized lacustrine deposits around the site and one appears to be on or adjacent to the north side of the school property. Mapped lacustrine deposits are described as typically consisting of mixtures of silt, clay, and peat. Lacustrine deposits are susceptible to consolidation settlement. Soil Conditions In general,the subsurface soil conditions vary across the site, but are relatively uniform in the proposed building area near the center of the site. For the purpose of describing the soil conditions at the site, subsurface conditions under the major new improvements are described separately below. Proposed Multi-Use Building: Borings B-4 through B-9 were drilled in accessible areas around the proposed Multi-use Building near the middle of the site. In general, all the borings, except B-9,encountered similar soil conditions where soft to stiff lacustrine deposits consisting of silt and clay were encountered over medium dense to very dense or hard glacial deposits. Boring B-9,drilled at the north end of the proposed building, encountered about 10 feet of medium dense silty sand fill soils over very dense glacial till. The soft to stiff lacustrine deposits ranged from depths of about 10 to 16 feet bgs., On the southwest side of the main classroom building the lacustrine deposits were encountered to depths of 10 to 12 feet in borings B-4 and B-5, and on the east side they were encountered from depths of 11.5 to 16 feet in borings B-6 through B-8. The lacustrine deposits generally consist of compressible, soft to stiff,silt and elastic silt with occasional layers of silty sand or poorly graded sand. Approximately 6 to 7 feet of soft to medium stiff lean clay was encountered in the upper portion of boring B-4. The soils in the upper 5 to 7 feet of each boring bad the appearance of fill due to observed mixed soil conditions. Tree roots were encountered to a depth of about 10.5 feet in boring B-8. Medium dense to very dense sand deposits or glacial till soils underlie the lacustrine deposits encountered in the borings. The sandy soils generally consist of medium dense to very dense silty sand or poorly graded sand. The glacial till generally consists of very dense silty sand with gravel. Boring B-7 encountered hard laminated silt with fine sand that appeared to be siltstone about 15 feet bgs. G e o E n g i n e e r s 4 File No. 2074-004-00-1130\061899 The ground surface elevations vary significantly around the proposed building area with asphalt and concrete surfaces, lawn, and forested areas. The asphalt encountered in the borings around the existing buildings was generally 2 to 3 inches thick and overlies about 3 to 4 inches of base material. The lawn or sod areas were generally about 3 inches thick. Forest duff was encountered in boring B-8,but it was only about 1-inch thick. Proposed Classroom Addition: Boring B-2 was drilled to a depth of about 23.5 feet in the area where the classroom addition is proposed on the northwest side of the existing classroom building. Approximately 3 inches of sod was encountered at the ground surface. Approximately 4 feet of medium stiff, compressible, organic silt was encountered below the sod overlying about 4 feet of medium dense silty sand fill,which in turn overlie a 5-foot thick stiff silt layer. Medium dense silty sand was encountered from a depth of about 13 to 17 feet overlying very dense silty sand with gravel at depth. Proposed Covered Play Area: Boring B-3 was drilled to a depth of about 11 feet at the location of the proposed covered play area. Approximately 6 inches of sod was encountered at the ground surface. Approximately 3.5 feet of compressible organic silt with scattered wood debris was encountered below the sod overlying about 2.5 feet of medium stiff to stiff silt. Compressible, stiff, lean clay was encountered from a depth of 6 to 10 feet bgs. At a depth of 10 feet deep,very dense glacial till composed of silty sand with gravel was encountered. Proposed Parking Areas: The two main proposed parking areas are located northeast and south of the proposed Multi-use Building. The south parking area is where bus parking and bus traffic will occur,while the northeast parking area will be for general parking. Borings B-1,B-6 and B-7 were drilled in the area near the south parking lot. Boring B-1 was drilled through the existing parking surface and encountered about 6 inches of asphalt over 2 inches of base material. Underlying the pavement materials, soft silt fill was encountered to a depth of about 3 feet overlying a soft to medium stiff, compressible organic silt layer that extended down to a depth of about 4.5 feet bgs. Stiff silt was encountered to the bottom of the boring at a depth of about 11.5 feet. A wet sand layer about 12 inches thick was encountered in the silt. Borings B-6 and B-7 encountered 13.5 and 11.5 feet, respectively, of fill and lacustrine deposits over denser glacial soils. The upper 4 feet of B-6 and the upper 7 feet of B-7 appeared to be fill soils consisting of medium stiff silt or dense mixed silty sand and silt. Borings B-10 and B-11 were drilled in the area around the proposed northeast parking lot. Three to four inches of sod was encountered at the ground surface in borings B-10 and B-11. Boring B-10 encountered about 2.5 feet of medium dense silty sand fill overlying dense soils. Boring B-11 encountered about 4.5 feet of silty sand fill overlying lacustrine deposits consisting of medium stiff silt and loose silty sand to the bottom of the boring at a depth of 14 feet. Boring B-8 was drilled near the location where a road cut will be made to access the northeast parking lot. Soils encountered in B-8 include 5 feet of fill soils composed of 2 feet of organic silt overlying 3 feet of elastic silt overlying compressible, medium stif lacustrine silt that was encountered to a depth of about 12 feet. Loose silty sand was encountered below the lacustrine G e o E n g i n e e r s 5 File No. 2074-004-00-1130\061899 silt to a depth of about 17 feet overlying stiff to very stiff silt. The underlying silt layer was encountered to the bottom of the boring at a depth of about 21.5 feet. • Multi-Use Turf Field and Baseball Field. Boring B-12 was drilled on the slope to the north of the proposed fields. Boring B-12 encountered about 3 feet of compressible organic silt overlying about 3 feet of medium dense sandy silt. Medium dense to very dense silty sand soils were encountered below a depth of about 6 feet. Ground Water Conditions We observed ground water seepage in•five of the borings (B-1, B-4, B-5, B-7, and B-8) drilled at the site, and moist to wet soil layers in three other borings (B-2, B-11, and B-12). No ground water seepage or wet soils were observed in the other borings. Based on our explorations, ground water seepage appears to be present within sandy layers within the lacustrine deposits and more commonly in sandy layers located below the lacustrine deposits and over the dense, less permeable glacial till soils. Ground water seepage is also present as perched water on top of the shallow low permeability silts as evident by wet surface conditions in the north portion of the site. Borings B-4, B-5, B-7, and B-8 encountered ground water seepage at depths of 13, 8.5, 11.5, and 12.5 feet bgs, respectively, within sandy layers underlying the softer lacustrine deposits, but overlying very dense till or hard silt. Boring B-1 encountered ground water at a depth of 9.5 feet in•a sand layer within the lacustrine deposits. Moist to wet soils were observed in a silty sand layer in B-2 at a depth of about 9.5 feet, in B-11 in silt and silty sand between depths of about 4 and 9 feet,and in B-12 in a silty sand layer from a • depth of about 6 to 7 feet. Ground water levels at the site should be expected to fluctuate as a function of seasonal precipitation, and other factors. We expect that the ground water seepage levels observed in the sandy layers above the glacial till across the site are likely near their highest levels. This expectation is based on the time of year our explorations were completed and the amount of precipitation received in the Puget Sound region this past winter. We also expect that wet ground surface conditions will persist in areas where low permeability silt underlies the sod and restricts infiltration of rain and irrigation water. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, laboratory testing and engineering analyses, we conclude that the site can be satisfactorily developed and the building supported on shallow foundations, as proposed. However, special consideration must be given to building foundation and floor slab support for the two buildings because compressible soil is present at shallow depths in the building area. Compressible silt, clay, and organic silt extending from near the ground surface to 13.5 feet or more below the exiting ground surface is present under the proposed building areas. The silt and clay will compress under foundation and floor slab loads in the building area and to a lesser degree below paved roadway and parking areas depending on final site grades. Long-term G e o E n g i n e e r s 6 File No. 2074-004-00-1130\061899 • r secondary compression of the organic silt which was encountered at relatively shallow depths will occur over the life of the structure and is more difficult to predict. We therefore recommend that the compressible organic silt be removed when encountered in footing areas and be replaced with structural fill. Because the compressible silt and clay soils extend to depths up to 14 feet, we recommend that a 2-foot thickness of the compressible soils be removed from footing areas and replaced with structural fill to reduce the risk of unacceptable magnitudes of post-construction settlement. The near surface on-site soils include silt, organic silt, elastic silt and lean clay that are very moisture sensitive and will be difficult to operate heavy equipment on in all but the driest weather. It will also be very difficult to achieve adequate compaction with these soils to allow their use as structural fill due to their fine-grained composition and high in-situ moisture contents. Therefore, we recommend that you plan to use clean imported granular structural fill for all building pad, roadway and parking area fill. It will be necessary to import fill for use in much of the utility trench backfill to replace the unsuitable silt and organic silt when encountered within these areas. It may be possible to selectively use the most suitable on site soils for use when grading the ball field areas. However, due to the high moisture content of the soils, discing and aeration of the soils will be needed to dry them sufficiently to achieve proper compaction. The following sections of this report present our conclusions and recommendations for site development, foundation support and performance estimates of the proposed structure. SITE PREPARATION AND EARTHWORK Demolition At this time we understand that the only building that will remain is the newer classroom building on the southwest portion of the site. We recommend that all building foundations, septic systems, utilities, pavements and other improvements associated with the existing structures be removed from within the proposed building and pavement areas. Any depressions created by the removal of these facilities should be cleaned free of loose material and filled with structural fill compacted as described in a subsequent section of this report. If not removed from the site, we recommend that abandoned utilities around the proposed building pads be grouted full to prevent potential unwanted migration of water or collapse. This would include abandoned storm, sewer, sanitary sewer,and water lines 6 inches or greater in diameter. Clearing and Site Preparation We recommend that proposed pavement and building areas be stripped of all existing vegetation, sod and root systems. We recommend that trees, stumps, brush, sod, debris, and topsoil be cleared from the proposed building and pavement areas,and areas that will receive new fills. The topsoil materials can be separated and stockpiled for use in areas to be landscaped. Debris should be removed from the site, but organic materials could be chipped/composted and also reused in landscape areas, if desired. Based on our explorations, the depth of stripping required will generally be on the order of 6 inches. G e o E n g i n e e r s 7 File No. 2074-004-00-11301061899 • • It may be difficult to operate heavy equipment on the site because of the lacustrine silt/clay deposits that will be exposed at the surface after stripping. We recommend that wide track dozers be used to complete much of the site stripping to avoid significant disturbance of the underlying soil if it is to remain in place. If the stripping operations cause disturbance of the underlying soil, additional excavation may be necessary. Disturbance of the shallow subgrade soils should be expected if site preparation work is done during periods of wet weather or when the subgrade soils are still wet from seasonal rainfall. We therefore recommend site grading take place during the drier summer months (July through September) to reduce grading costs. Material from the stripping operations should be sent off site for disposal or used for landscaping purposes. We also recommend that the lacustrine deposits exposed at subgrade elevation in pavement areas be disced to aerate and dry the soil prior to compacting it to a firm unyielding condition. The site should be graded to a slightly crowned surface once stripping has been completed. This grading should be done to enhance drainage from the site and proposed building areas, and to prevent ponding of water in areas to receive any additional fill. The exposed subgrades in building, roadway and parking areas should be evaluated as the site grading is completed in each area. Proofrolling with heavy rubber-tired construction equipment should be used for this purpose, if practicable. The site should be proofrolled only after an extended period (at least two weeks) of dry weather. Probing should be used to evaluate the subgrade during periods of wet weather or when the subgrade soils are more than two or three percent wetter than their optimum moisture content. Any soft areas noted during proofrolling or probing should be excavated and replaced with compacted structural fill. We recommend that exposed subgrade in walkway areas be evaluated by probing, or by proofrolling if practical. Once the subgrade in pavement areas has been prepared, all traffic except that required to place subsequent layers of material should be kept off the area until paving is completed. We recommend that temporary roads and laydown areas be constructed to reduce the' risk of disturbing the subgrade soils. Temporary roads should consist of 12 to 18 inches of quarry spalls or clean granular structural fill placed over geotextile fabric. The geotextile should be a woven fabric intended for soil separation and reinforcement within roadway embankments, such as Mirafi 500X or Amoco2002. The recommended pavement sections presented in a subsequent section of this report is not intended to support heavy construction traffic. If all or any part of these pavement sections is placed while building construction is still in progress,these areas should be barricaded and roped off to prevent vehicle access. This is to reduce the risk of softening of the subgrade, contamination of the subbase and base course materials soils, or pavement failure. The use of an asphalt treated base (ATB) pavement section for temporary roadways is discussed below under "Pavement Design." • G e o E n g i n e e r s 8 File No. 2074-004-00-1130\061899 Sedimentation and Erosion Control In our opinion, the erosion potential of the on-site soils is low to moderate because of the . relatively flat site grades. Construction activities including stripping and grading will expose soils to the erosional effects of wind and water. The amount and potential impacts of erosion are partly related to the time of year that construction actually occurs. Wet weather construction will increase the amount and extent of erosion and potential sedimentation. Erosion and sedimentation control measures may be implemented by using a combination of interceptor swales, straw bale barriers, silt fences and straw mulch for temporary erosion protection of exposed soils. Existing storm water systems and off-site areas should be protected during construction to reduce the risk of sedimentation. All disturbed areas should be finish graded and seeded as soon as practical to reduce the risk of erosion. Erosion and sedimentation control measures should be installed and maintained in accordance with the requirements of the City of Renton. Structural Fill All new fills in building and pavement areas should be placed and compacted as structural fill. The suitability of soil for use as structural fill will depend on its gradation and moisture content. In our opinion, the lacustrine silt and clay soils encountered in our explorations should not be considered for use as structural fill. These soils and the silty sand and sandy silt soils cut from the slopes north of the ball fields and east of the existing buildings may be used as fill in the ball field areas provided that proper moisture conditioning and compaction are achieved. This will likely require discing and drying of the soils during warm, dry weather for acceptable placement and compaction. We recommend, therefore, that the project be planned to include importing structural fill to replace excavated soils in all utility trench excavations, and for achieving grade and replacing the compressible silt and organic silt removed from the proposed building areas. We recommend that all imported structural fill consist of sand and gravel containing less than • 3 percent fines (material passing U.S. Standard No. 200 sieve) by weight relative to the fraction of the material passing the 3/4-inch sieve. This material should be free of debris, organic contaminants and rock fragments larger than 3 inches. All structural fill placed to support foundations and floor slabs should be compacted to at least 95 percent of the maximum dry density (MDD), per ASTM D-1557. Pavement area fill, including utility trench backfill, should be compacted to at least 90 percent of MDD, except for the upper 2 feet below finished subgrade surface, which should be compacted to at least 95 percent of MDD. Structural fill to support walkways should be placed after the subgrade is evaluated as recommended above and be compacted to at least 90 percent of MDD. Fill placed in the ball field areas should be compacted to at least 90 percent of MDD. Structural fill should be placed in loose lifts not exceeding 8 inches in thickness. Each lift should be conditioned to the proper moisture content and compacted to the specified density before placing subsequent lifts. We recommend that a representative from our firm be present G e o E n g i n e e r s 9 File No, 2074-004-00-11301061899 during proofrolling and/or probing of the exposed subgrade soils in pavement areas and placement of structural fill. Our representative will evaluate the adequacy of the subgrade soils and identify areas needing further work, perform in-place moisture-density tests in the fill to determine if the compaction specifications are being met, and advise on any modifications to procedure which might be appropriate for the prevailing conditions. Open Cut Excavations The stability of open cut slopes is a function of soil type, ground water level, slope inclination, slope height and nearby surface loads. The use of inadequately designed open cuts could impact the stability of adjacent work areas, existing utilities, and endanger personnel. In our opinion, the contractor will be in the best position to observe subsurface conditions continuously throughout the construction process and to respond to variable soil and ground water conditions. Therefore, the contractor should have the primary responsibility for deciding whether or not to use open cut slopes rather than some form of temporary excavation support, and for establishing the safe inclination of the cut slope. All open cut slopes and temporary excavation support should be constructed or installed, and maintained in accordance with the requirements of the appropriate governmental agency. For planning purposes only, we recommend that temporary cut slopes be no steeper than 1.5H:1V (horizontal:vertical) in the existing fill or lacustrine deposits. Stable cut slopes in the compressible lacustrine silt,clay,and organic silt layers will be partially dependent on the time of year construction occurs and on ground water conditions. Depending on the ground water conditions during construction stable slopes in these soils could vary from about 1.5H:1V to 3H:1V. Acceptable slope inclinations should be determined during construction and should be in accordance with OSHA and WISHA guidelines. The above guidelines assume that surface loads such as equipment loads and storage loads will be kept a sufficient distance away from the top of the cut so that the stability of the excavation is not affected. We recommend that this distance be not less than the depth of the cut. It should be expected that excavation faces will experience some sloughing and raveling. Berms, swales, or drainage ditches should be installed around the perimeter of each excavation to intercept surface runoff and reduce the potential for flow over the top of slopes. Some ground water seepage may be encountered in the excavations depending on the time of year. We expect that ditching and sump pumping during-construction will be sufficient to keep water from ponding in relatively shallow excavation. Permanent Cut and Fill Slopes We recommend that any permanent slopes constructed in the lacustrine deposits be constructed at 3H:1V,or flatter. Flatter slopes might be considered for ease of maintenance. Unprotected slopes will be subject to erosion until a protective vegetative cover is well established. Therefore, we recommend that any slope surfaces be planted as soon as practical to G e o E n g i n e e r s 10 File No. 2074-004-00-1130\061899 • • minimize the potential for erosion. A temporary covering, such as jute mesh, should be installed • on the slopes as necessary until the vegetative cover has taken effect. Appropriate drainage measures, as described below in the "Drainage Considerations" section of this report, should be implemented to collect and control surface runoff and ground water seepage. FOUNDATION SUPPORT We recommend that the new buildings be supported on conventional spread footings bearing on a pad of structural fill. Exterior building footings should be supported on a pad of structural fill with a minimum thickness of 2 feet. Column footings should be supported on a pad of structural fill with a minimum thickness of 2 feet or one-half the footing width whichever is greater. The structural fill pad will provide more uniform bearing support than the existing soils and will reduce footing settlements. The zone of structural fill should extend laterally beyond the footing edges a horizontal distance at least equal to one-half the thickness of the fill. This method of support has proven successful on a large number of projects in similar soil conditions around the Puget Sound. To reduce the potential impacts of differential settlement where building footings extend into areas occupied by existing buildings, it may be necessary to increase the thickness of structural fill below the footings to transition into these areas that have been loaded by the existing structure. We recommend that additional evaluations be completed after final foundation loads have been determined. Depending on the results of the evaluations it may be necessary to completed additional explorations to determine the thickness of fill, is any, below the existing buildings. It may also be possible to develop additional recommendations for the structural fill thickness transition that can be verified by completing test pit explorations during construction within the areas of the existing buildings. We recommend that exterior footings be founded at least 18 inches below lowest adjacent finished grade. The top of interior footings should be founded a minimum of 12 inches below bottom of slab. The recommended allowable bearing pressure for footings supported as recommended is 2,000 psf. The allowable soil bearing pressure applies to the total of dead plus long-term live loads and may be increased by up to one-third for short-term live loads such as wind or seismic forces. We estimate that the total settlement of footings founded on structural fill overlying lacustrine deposits as described above, will be less than 1-inch and that post-construction settlement will be less than %2 inch. Post-construction differential settlement between equally loaded column footing or along a 25-foot section of continuous wall footing should be less than %cinch. We expect much of the footing settlements will occur as loads are applied. Loose or disturbed soils not removed from the footing excavation prior to placing concrete will result in additional settlement. We recommend that all footing excavations be evaluated by a representative of our firm immediately before any structural fill, mud mat, steel or concrete is placed, to evaluate if the G e o E n g i n e e r s 11' File No. 2074-004-00-1130\061899 • work is being completed in accordance with our recommendations and that subsurface conditions are as expected. LATERAL RESISTANCE Lateral loads can be resisted by passive resistance on the sides of the footings and by friction on the base of the footings. Passive resistance should be evaluated using an equivalent fluid density of 300 pounds per cubic foot (pcf) where footings are surrounded by structural fill compacted to at least 95 percent of MDI), as recommended. Resistance, to passive pressure should be calculated from the bottom of adjacent floor slabs and paving or below a depth of 2 feet where the adjacent area is unpaved, as appropriate. Frictional resistance can be evaluated using 0.4 for the coefficient of base friction against footings. The above values incorporate a factor of safety of about 1.5. FLOOR SLAB SUPPORT We recommend that floor slabs be supported on at least a 12-inch thickness of structural fill placed and compacted as recommended above in the"Site Preparation and Earthwork"section. If prevention of moisture migration through the slab is essential in the building, (i.e., in portions of the building areas where an adhesive will be used to attach tile or carpeting, for storage areas, and for enclosed areas), a vapor retarder such as plastic sheeting should be installed between the slab and the gravel base course. It may also be prudent to apply a sealer to the slab to further retard the migration of moisture through the floor. A 2-inch thick layer of fine to medium sand containing less than 3 percent fines may be placed over the vapor retarder to protect it during slab construction and to aid-in uniform'curing of the concrete. RETAINING WALLS • • Retaining walls that are typically not constrained from rotating outward should be designed for a lateral pressure based on an equivalent fluid density of 35 pounds per•cubic foot (pcf). Walls that are typically constrained from rotating'outward, should be designed for a lateral pressure based on an equivalent fluid density of 55 pcf. Heavy compaction equipment should not be operated adjacent to the walls within a distance equal to the height of the walls. The fill within this zone should be compacted with relatively light,hand-operated mechanical equipment. Positive drainage should be provided behind retaining walls by placing a zone of free draining sand and gravel (containing less than 3 percent fines for the fraction passing the '/-inch sieve) against the wall. This drainage zone should be at least 12 inches wide (measured horizontally) and extend along the entire height of the wall. Perforated pipe must be installed at the base of this drainage layer and be connected to tightlines that direct the flow to the storm drain or other suitable disposal point. Passive and frictional resistance acting on portions of the walls and footings should be evaluated as discussed above in the"Lateral Resistance"section of this report. • G e o E n g i n e e r s 12 File No. 2074-004-00-1130\061899 PAVEMENT DESIGN The exposed subgrade in pavement areas should be proofrolled or otherwise examined as discussed above in the "Site Preparation and Earthwork" section to detect areas of soft subgrade or unsuitable soils. This is especially important where the lacustrine deposits exist below the pavement areas. Soft or disturbed areas which develop in the subgrade should be removed and replaced with granular fill compacted as recommended to provide adequate pavement support. The thickness of additional sand and gravel fill required will depend upon the firmness of the subgrade at specific locations and should be evaluated during construction. We recommend that the pavement section in automobile parking areas consist of at least 2 inches of Class B asphalt concrete, 4 inches of clean crushed rock base, and 12 inches of subbase overlying a geotextile for soil separation and additional subgrade strength where compressible silt and clay are exposed at subgrade elevation. In roadway and bus loading/parking areas,the minimum thickness should be 4 inches of asphalt concrete, 6 inches of • crushed rock base and 12 inches subbase over a geotextile. The subbase material should meet the requirements previously specified for gradation of structural fill. These pavement sections require that the subgrade is prepared as recommended and that pavement construction is done during a period of extended dry weather. The crushed rock base course and subbase should each be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D 1557. It is important to pavement performance that backfill in utility trenches located in areas to be paved also be compacted as specified for structural fill. All new Class B asphalt concrete pavement materials and placement should generally conform to Section 5-04, Washington State Department of Transportation (WSDOT) 1998 Standard Specifications for Road, Bridge and Municipal Construction. Asphalt concrete should be compacted to at least 92 percent of Rice density. All crushed rock should conform to Section 9-03.9(3)of the Standard Specifications. The geotextile should be a woven fabric intended for soil separation and reinforcement in roadway embankments. Mirafi 500X and Amoco 2002 are two such suitable geotextiles for this application. Similar geotextiles are available from other manufacturers. It may be desirable to place asphalt treated base (ATB) in place of the base course layers if permanent roadway alignments will be used for access during construction. This will be particularly important if building construction continues into the winter season and roadway and parking areas have not yet been paved. The ATB will, in conjunction with the subbase, provide a section less susceptible to damage than the base course and subbase layers only. We recommend that this alternative pavement section in automobile parking areas consist of at least 2 inches of Class B asphalt concrete,4 inches of ATB and 8 inches of subbase overlying a geotextile where compressible silt and clay are exposed at subgrade elevation. In roadway and bus loading/parking areas, the minimum thickness' should be 3 inches of asphalt concrete, 6 inches of ATB and 10 inches of subbase overlying a geotextile. It is important to realize that • some damage will likely occur to the ATB and subgrade during construction and repair may be G e o E n g i n e e r s . 13 File No. 2074-004-00-1130\061899 necessary prior to final paving. Areas accessible to heavy construction traffic should be limited to prevent excessive damage to the ATB and subgrade. We recommend that the ATB be evaluated by proofrolling prior to placing final pavement. Soft areas observed during proof rolling should be removed and the subgrade repaired as recommended above under"Site Preparation and Earthwork." SEISMICITY General The Puget Sound' area is a seismically active region and has experienced thousands of earthquakes in historical time. However, only five to 20 of these are typically felt because the majority of recorded earthquakes are smaller than Richter magnitude 3. Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American plates. The Juan de Fuca plate is subducting beneath the North American Plate. Each year 1,000 to 2,000 earthquakes occur in Oregon and Washington. In recent years two large earthquakes occurred which resulted in some liquefaction in loose alluvial deposits and significant damage to some structures. The first earthquake, which was centered in the Olympia area, occurred in 1949 with a Richter magnitude of 7.1. The second earthquake,which occurred in 1965, was centered between Seattle and Tacoma and had a Richter magnitude of 6.5. Uniform Building Code (UBC) Site Coefficient The Puget Sound region is designated as a Seismic Zone 3 in the 1997 edition of the Uniform Building Code (UBC). For Zone 3 locations, a Seismic Zone Factor (Z) of 0.30 is applicable based on UBC Table 16-I. In our opinion, the soil profile at the site is best characterized as Type SD,based on UBC Table 16-J. Design Earthquake Levels S The key seismic design parameters are the peak acceleration and the Richter magnitude of the earthquake. In general, a design earthquake is chosen based on the probability that the design earthquake will not be exceeded over a given time period. The level of seismicity recommended in the 1997 edition of the UBC for human occupancy buildings is an earthquake with a 10 percent probability of being exceeded in a 50-year period. The design earthquake event that corresponds to this probability is an earthquake with a Richter magnitude of 7.5 and a peak horizontal ground acceleration of approximately 0.3g. Liquefaction Potential Liquefaction is a condition where soils experience a rapid loss of internal strength as a consequence of strong ground shaking. Ground settlement, lateral spreading and/or sand boils may result from soil liquefaction. Structures supported on liquefiable soils can suffer foundation settlement or lateral movement during earthquakes that may be severely damaging -to The structures. G e o E n g i n e e r s 14 File No. 2074-004-00-1130\061899 • Conditions favorable to liquefaction occur in loose to medium dense, clean to moderately silty sand that is below the ground water table. Ground water was observed in five borings as discussed the "Ground Water Conditions" section of this report. Two of the borings (B-4 and B-5) encountered ground water in dense soils that are not susceptible to liquefaction. Boring B-1 encountered a saturated approximately 1-foot thick sand layer about 9.5 feet below the existing ground surface. Boring B-7 encountered a saturated approximately 1.5-foot thick sand layer about 11.5 feet bgs. Boring B-8 encountered a saturated silty sand layer that was about 4 feet thick and located from about 12 to 16 feet below the existing ground surface. In our opinion, the saturated sand layers encountered in our explorations have a low to moderate susceptibility to liquefaction. Furthermore, it is our opinion that the potential settlement in these layers during strong ground shaking should be less than 1 inch. DRAINAGE CONSIDERATIONS We expect that shallow perched groundwater may be encountered during grading, and foundation and utility excavation. Ground water was encountered near the proposed subgrade elevation of cut areas to be located in the east portion of the site. We anticipate that this water can be temporarily handled during construction by ditching and pumping from sumps, as necessary. However, additional trenches and dewatering efforts may be necessary in portions of the site depending on ground water levels at the time of construction. All collected water should be safely routed to suitable discharge points. We recommend that perimeter footing drains be installed for all buildings. The perimeter drains should be installed at the base of the exterior footings. The perimeter drains should be provided with cleanouts and should consist of at least 4-inch-diameter perforated, smooth-walled • polyvinyl chloride (PVC)pipe placed on a 3-inch bed of, and surrounded by 6 inches of drainage material enclosed in a non-woven geotextile to prevent fine soil from migrating into the drain • material. The drainage material should consist of free-draining gravel containing less than 3 percent fines. The perimeter drains should be sloped to drain by gravity, if practicable, to a suitable discharge point, preferably a storm drain. Water collected in roof downspout lines must not be connected to the footing drain lines and should be routed to appropriate discharge points in separate pipe systems. All paved and landscaped areas should be graded so that surface drainage is directed away from the buildings to appropriate catch basins. LIMITATIONS We have prepared this report for use by Renton School District No. 403 and members of the design team for use in the design of the proposed improvements. The conclusions and recommendations in thisreport should be applied in their entirety. The data and report should be provided to prospective contractors for bidding or estimating purposes; but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. G e o E n g i n e e r s 15 File No. 2074-004-00-1130\061899 . • The project was in the preliminary design stage•at the time this report was prepared. We expect that additional consultation will be necessary during design development. Additional consultation is especially important for further evaluation of potential settlement and building performance. If there are any changes in the grades, location, configuration, loads or type of construction planned,the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be engaged to review our conclusions and recommendations and to provide written modification or verification, as appropriate. When the design is finalized, we recommend that we be engaged to review those portions of the specifications and drawings that relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of explorations. Variations may also occur with time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We strongly recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to (1)determine if the conditions encountered are consistent with those indicated by the explorations, (2)provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and(3) evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions,express or implied, should be understood. 4 4- • • • G e o E n g i n e e r s 16 File No. 2074-004-00-11301061899 • • We trust this provides the information you require at this time. We appreciate the opportunity to be of service to you on this project. Please contact us should you have any questions concerning our findings or recommendations, or should you require additional information. • �,, Respectfully submitted, OI 4,)o(WA;Add / G Engineers,Inc. j 47 EY, /14 • .1 18/44 Bob Metcalfe, P.E. ss � Geotechnical E ineer SS ISTE4�G1'�,. ct9 // GNALE 41( r)iy27 • EXPIRES 3/4 /o t IMcFadden, P.E. /ssociate JJM:ja:pb 2074004\00\finals\207400400r.doc • • G e o E n g i n e e r s 17 File No. 2074-004-00-1130\061899 R _ ' .. c'1'' or I Fij 15 »R5 ST a �`",,s? �^� a F <6 1 sE 135THWhir I ST16 w `l hi— 'P WC" TT' `0 S cucTER1 • i1 _ �'PL SE- t 100 136TH ' :• r 'ifip . =: �, 1 . • • a• %tipp� - �� • § Ri ll.Y `. I. �©•.0 J J!"�>~ < ?S Tt• a \_ qI _`sE •+_-'STII• •�'.• SE 110TH S {r 1 Air• -• • "r_. :.--4;i./ e J;f••.t•:.::f �^.,•-;�' �•.7:':-.;rli.' :g-1.2wJ. r 1415T � z. 0-1 IA" ,1� . aW.. . *r• '..•,''.: e$I-'",.75{� t 142N0 ST x a ,ys�• �L'. r w e � :r' �i ,'s• <,,£�W:..: �� jz,,ka�"���n+l S� W,� _Tv.;sE�1� ` �x Y ��',i i • ..\` i? 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VICINITY MAP o Geo Engineers FIGURE 1 U I ' a SL F • i. \ i i '\' I • s\ i i { .4 \ '``_ : • �\ . • s . • are♦\ f •..�`,:♦ , . , '''''..../ ‘•• ). \ ,fj+,/.j ,I •Y \ K i' i' ,a ••,,......,i •.„,,,:::„..„.,.:\1 ,so ( ♦ e. ♦ I ,, • -..,.. ,\�,. & �a` .. _ 1,.,. :1 .„ .r j 1 TT iDS ! d II \7' t,A.fit. . I •' a I . \ ♦., 4, <, ` f ft l.) 1 �,7jx.. .,";./. / o +ir .1 / a,. ^ ii • �.r t r, I /? i r • \•r•` • / jiL I ' �/• 0 n 0 N i 0 i 0 EXPLANATION: o N • B-1 -�- APPROXIMATE BORL� 0 80 160 • a PROPOSED IMPROV SCALE IN FEET • Note: The locations of all features shown; • SITE PLAN tc Reference: Base Map Prepared by D.A. 8 m Drawing entitled "Tiffany Park Elementary • cc FIGURE 2 Group dated 04/20/99. I • , /, • / . y I • '1 I , ' 1', \ a / . - ,• \ • } / ,i 1 I . \ i , -- • • • ' u • ;. /.. \ - . —APPENDIX''A:" -- \ \• •/'1 /% I //\ \•/. .1.; `/ \ ''\• - r FIELD EXPLORATIONS .; ., �/ /.1,. J !' . -/ - • \_ \'\ • • • • • . d' r l • '� l " - \. ,'.' F �./ —. \. 1 /' 1. ( . '-•`, r , -• .,' • \ Y"• ,\ - ./ . \ ./. / • • • , i \. • \-1- _ L. •is .1 — • I _,'-I . . .I I li ' ;/ • \ �, '� l \ % / I % �) / ', \i 1 \ \. �. / ' ! • I • s. /. • . i .• 1 i . . .T • • rice. , l <. -�- _ ' �, ,' _ _ \ i .\'--'- G.e o-E a i.a e r s / - / File No.2074-004-00�1130 - B ei l APPENDIX A FIELD EXPLORATIONS We explored subsurface soil and groundwater conditions at the site by drilling twelve borings (B-1 through B-12)to depths ranging from 9 to 23.5 feet below the existing ground surface. Holt Drilling Inc. of Puyallup, Washington completed the borings on May 5 and 6, 1999 using track- mounted drilling equipment with hollow-stem augers. Locations of the borings were determined in the field by pacing or measuring distances from existing site features and/or matching the contours on the site survey prepared by D.A. Berg, Inc. dated April 28, 1999. Ground surface elevations shown on the boring logs are based on the same topographic map. The locations of the borings are shown on the Site Plan,Figure 2. The borings were continuously monitored by a geologist from our firm who visually examined and classified the soils encountered, obtained representative soil samples, observed ground water conditions, and prepared a detailed log of each boring. A 3-inch outside-diameter, heavy-duty split-barrel sampler with brass liner rings was used to obtain relatively undisturbed samples from the borings. A 300-pound safety hammer(wireline) was used to drive the sampler. The blow counts resulting from driving the sampler with the hammer falling 30 inches are roughly equivalent to those from the Standard Penetration Test. The number of blows required to drive the sampler the least 12 inches, or other indicated distance, is recorded on the boring logs. Soils encountered were visually classified in general accordance with the classification system described in Figure A-1. A key to the boring log symbols is presented in Figure A-2. The boring logs are presented in Figures A-3 through A-14. The logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which the soils or their characteristics change,although the change might actually be gradual. The densities noted on the boring logs are based on the blow counts. The ground surface elevations presented on the boring logs are based on the site survey prepared by D. A. Berg, Inc. dated April 28, 1999. The borings were backfilled in general accordance with local regulatory requirements. • G e o E n g i n e e r s A-1 File No.2074-004-00-1130\061899 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GW WELL-GRADED GRAVEL,FINE TO COARSE GRAVEL GRAVEL CLEAN GRAVEL COARSE GP POORLY-GRADED GRAVEL GRAINED More Than 50% SOILS of Coarse Fraction • GM SILTY GRAVEL GRAVEL Retained on No.4 Sieve WITH FINES ' GC CLAYEY GRAVEL SW WELL-GRADED SAND,FINE TO COARSE SAND SAND CLEAN SAND More Than 50% • SP POORLY-GRADED SAND Retained on More Than 50% No.200 Sieve SM SILTY SAND of Coarse Fraction SAND Passes WITH FINES SC CLAYEY SAND No.4 Sieve ML SILT FINE SILT AND CLAY INORGANIC GRAINED CL CLAY SOILS Liquid Limit ORGANIC OL ORGANIC SILT,ORGANIC CLAY Less Than 50 MH SILT OF HIGH PLASTICITY,ELASTIC SILT More Than 50% SILT AND CLAY INORGANIC Passes CH CLAY OF HIGH PLASTICITY,FAT CLAY No.200 Sieve Liquid Limit ORGANIC OH ORGANIC CLAY,ORGANIC SILT 50 or More HIGHLY ORGANIC SOILS PT PEAT SOIL PREDOMINANTLY COMPOSED OF COAL FRAGMENTS CF COAL FRAGMENTS (SEE NOTE BELOW) NOTES: SOIL MOSTURE MODIFIERS: 1. Held classification Is based on visual examination of soil In Dry- Absence of moisture,dusty,dry to the touch general accordance with ASTM D2488-90. 2. Soil classification using laboratory tests Is In general Moist- Damp,but no visible water accordance with ASTM D2487-90. Wet- Visible free water or saturated;usually coil Is obtained from below 3. Descriptions of soil density or consistency are based on water table Interpretation of blow count data, visual appearance of soils, and/or teat data. 4. Fill beneath much of the site consists of coal fragments. The coal originated from mining operations conducted on nearby properties. The texture of this material varies, but consists predominantly of silt- and sand-size cod fragments with occasional gravel-size fragments. SOIL CLASSIFICATION SYSTEM Geo�j Engineers FIGURE A-1 f:\soila-1.doc LABORATORY TESTS SOIL GRAPH: AL AtterbergLimits SM Soil Group Symbol CP Compaction (See Note 2) CS Consolidation DS Direct shear GS Grain size %F Percent fines Distinct Contact Between HA Hydrometer Analysis Soil Strata SK Permeability SM Moisture Content Gradual or Approximate MD Moisture and density / Location of Change SP Swelling pressure Between Soil Strata TX Triaxial compression UC Unconfined compression • CA Chemical analysis Water Level Bottom of Boring BLOW COUNT/SAMPLE DATA: • 22 ® Location of relatively • Blows required to drive a 2.4-inch I.D. undisturbed sample split-barrel sampler 12 inches or 12 ® Location of disturbed sample other indicated distances using a 300-pound hammer falling 30 inches. 17 0 Location of sampling attempt with no recovery 1° ® Location of sample obtained Blows required to drive a 1.5-inch I.D. in general accordance with (SPT) split-barrel sampler 12 inches Standard Penetratibn Test or other indicated distances using a (ASTM D-1586) procedures 140-pound hammer falling 30 inches. 26 m Location of SPT sampling attempt with no recovery ® Location of grab sample "P"indicates sampler pushed with weight of hammer or against weight 0 of drill rig. 0 0 0 0 0 x NOTES: x 1. The reader must refer to the discussion in the report text,the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. X2. Soil classification system is summarized in Figure A-1. 0 0 0 0 9 o KEY TO BORING LOG SYMBOLS Geo Nsgl En ' eers FIGURE A-2 ��i TEST DATA BORING B-1 DESCRIPTION Moisture Content Density Blow Group Surface Elevation(ft.): ±371 • Lab Tests (%) (pcf) Count Samples Symbol 0 ASPHALT 6 inches asphalt over brown sandy fine to coarse gravel(2-inch —0 GW subbase) - ML Brownish gray silt(soft,moist)(fill) • MD 106 45 5 OL Dark brown organic silt with 3-inch wood fragments(soft to —1 medium stiff moist)(topsoil) _ 5^ ML Brownish gray silt with orange mottles(stiff moist) - 12 —2 11 181 SP Gray fine sand(medium dense,wet) - 10— —3 ML Brownish gray silt with occasional coarse sand(stiff;moist)(slight _ 11 , plasticity) _ Boring completed at 11.5 feet on 05/05/99 - w Ground water encountered at 9.5 feet during drilling - w w u. - —4 F_ z w - z 0 = p 15 ' _ ~ n. w - —5 rn 20— —6 fi co Un _ 2 2 —7 25— - —8 o - - 0 9 30— n `s' Note:See Figure A 2 for explanation of symbols - ØEngineers 1�• LOG OF BORING Geo FIGURE A-3 TEST DATA BORING B-2 ,,' ' DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±372 Lab Tests' (%) (pcf) Count Samples Symbol 0, SOD 3-inch sod layer h-0 - ow OL Brown organic silt(medium stiff;moist)(fill) - - liii - MIS -, SM Gray,black and brown silty sand with organic silt inclusions, plastic fragments,organics,and charcoal(medium dense,moist) - 5— (fill) - MD 20 100 12 , - -2 ML Gray silt with orange mottling(stiff;moist) 10— —3 CS, 31 94 12 AL, - MD - t-- cn La - ixw _ at 1111 z SM Brownish gray silty fine sand with silt layers and orange mottling '-4 w _ (medium dense,moist to wet) - F z n. _ p 15— - a MD 23 105 26 I - wo —5 SM Note: Hard drilling at 17 feet - Gray silty fine to coarse sand with fine to coarse gravel(very dense, - - moist) o, 20— —6 50/5.5" 0 m M U - - M x - 50/5" El -7 o - Boring completed at 23.5 feet on 05/06/99 - No ground water encountered during drilling - 25— - —8 o _ o - —9 0 v 30— n 0 N Note:See Figure A 2 for explanation of symbols �� LOG OF BORING Geo�OEngineers FIGURE A-4 TEST DATA BORING B-3 DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±369.5 _Lab Tests (%) (pcf) Count Samples Symbol 0 SOD 6-inch sod layer `0 : OL/SM Brown organic silt mixed with silty fine to medium sand and - I occasional organics,rootlets and wood fragments(soft,moist) _ I I I - (fill) t MD 13 95 3 , OL Dark brown organic silt(soft,moist) _1 ML Gray silt with orange mottling(medium stiff to stiff;moist)(slight 5_ plasticity) 9 S - CL Gray and brown lean clay with fine sand,occasional coarse sand —2 and fine to coarse gravel(still;moist) - 15 , 10— <`S —3 SM . Note: Hard drilling at 10 feet _ 50/6" ® Gray silty fine sand with coarse sand and fine to coarse gravel(very dense,moist)(till) - t- - Boring completed at 11.0 feet on 05/05/99 -- to iw _ No ground water encountered during drilling w z —4 w - n- - x p 15— - a w 0 —5 20— —6 m r: • 0 C) 25— -8 • 0 - - v 00 —9 30— r- 0 Note:See Figure A-2 for explanation of symbols Ø LOGOFBORING Geo% Engineers FIGURE A-5 BORING B• TEST DATAdi° - DESCRIPTION Moisture Content Density Blow Group Surface Elevation(ft.): ±373 Lab Tests (%) (pcf) Count Samples Symbol 0 tai ASPHALT 3 inches asphalt over 3 inches sandy gravel(subbase) —0 OV GP Brown and gray clay with fine sand and occasional medium sand, - - CL fine gravel and wood fragments(soft to medium stiff;moist) - � (fill) —1 5— MD 28 93 5 —2 ML Brownish gray silt with fine sand and orange mottling(stiff moist) _ 10— —3 • MD 27 101 16 - SP-SM i7 Brown fine to medium sand with silt(dense,wet) re Ground water encountered at 13 feet —4 w • - • a. _ 0 15^ - a~. MD 19 112 31 , - o —5 • • • ML Gray silt with fine sand layers(hard,moist) a) 20^ —6 - 50/3" 1 io Boring completed at 21.0 feet on 05/06/99 _ Ground water encountered at 13.0 feet during drilling - U - 2 —7 25— - —8 - cj - o —9 v 30— 0 0 Note:See Figure A 2 for explanation of symbols • � LOG OF BORING Geo.OEngineers FIGURE A-6 TEST DATA 111111 BORING B-51111/ DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): f 373 Lab Tests (%) (pcf) Count Samples Symbol _ 0— n n ASPHALT 2 inches asphalt over 3 inches brown sandy fine gravel base 0 GP Gray silt with fine sand and occasional organic matter(stiff moist) - ML (fill)(slight plasticity) - —1 5— MD 22 101 13 , - -2 • - Ground water encountered at 8.5 feet perched on top of till —3 10— • SM Note: Hard drilling at 10 feet MD 10 122 73 Gray silty fine sand with occasional fine gravel(very dense,moist)(till) - w - U) • - —4 z g ML Brown and gray laminated fine sandy silt(hard,moist) _ z n • 15— W _ MD 15 118 72 • —5 Boring completed at 16.5 feet on 05/06/99 Ground water encountered at approximately 8.5 feet during drilling —6 co 20— • co co U —7 m - 0 25— —8 0 o - o —9 v 30— n c'' Note:See Figure A 2 for explanation of symbols ��� LOG OF BORING Geo�O Engineers FIGURE A-7 TEST DATA BORING B-6 • DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±373.5 Lab Tests (%) (pcf) Count Samples Symbol 0 : SOD 3-inch sod layer —0 ML Brown,gray and black silt with occasional organic matter(medium - stifC moist)(fill)(slight plasticity) SM 20 7 ® —1 5_ /ML/SM Gray silt with orange mottling grades to fine sandy silt to silty sand (stiff;moist)(slight plasticity) CS, 23 103 10 , :: :. : AL . MD —2 - MD 23 103 17 •. : 10— • —3 / ML Brownish gray fine sandy silt with orange mottling(very stiff; MD 20 108 22 , moist) co w - o: w w u_ —4 w z / 2 SM Note: Gravelly drilling at 14 feet w Brownish gray laminated silty fine sand with occasional large areas _ 15 of orange mottling(medium dense to dense,moist) - w MD 24 104 30 , - a Boring completed at 16.5 feet on 05/05/99 —5 No ground water encountered during drilling • —6 20 • — a) - .- m y - 2 U - 2 —7 :.i o - 25— - —8 a _ o - o —9 0 30 n Note:See Figure A 2 for explanation of symbols gut LOG OF BORING Geo NØEngineers FIGURE A-8 • TEST DATA BORING B-7 • DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±375 Lab Tests (%) (pcf) Count Samples Symbol 0— , SOD 3-inch sod layer —0 • • • MIJSM Mixed brown and gray silt with fine to medium sand and occasional - fine to coarse gravel(dense,moist)(fill)(slight plasticity) - —1 SM 22 38 5— • • • • • • • • : —2 ML Brownish gray silt with layers of silty fine sand and occasional fine - gravel(stiff;moist)(slight plasticity) - MD 32 94 12 10— • —3 2. SP - Ground water encountered at 11.5 feet. - w Brown fine to medium sand(medium dense,wet) u. - —4 w ' • MD 21 107 17 � ML Brownish graysilt with layers of fine sand(verysti moist)(slight 2 _ Y ( g - plasticity) _ n_ p 15— - w ML Brown and gray laminated silt with fine sand(very dense,moist) - ❑ (cemented,looks like siltstone;bedding inclined±30 degrees 5 from horizontal) MD 12 115 50/4" Boring completed at 19.5 feet on 05/06/99 —6 m 20_ • Ground water encountered at 11.5 feet during drilling - o - t) 2 a —7 J _ 25— —8 c? c o —9 30— 0 Note:See Figure A 2 for explanation of symbols • Ø LOG OF BORING Geo� Engineers FIGURE A-9 TEST DATA BORING B-8 DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±389.5 Lab Tests (%) (pct) Count Samples Symbol 0— �M�OL 1 inch forest duff over brownish gray organic silt with occasional —0 charcoal fragments(soft,moist)(fill) - - .....� - MH Mixed brown and gray silt with occasional roots and charcoal fragments(sti$moist)(fill) - MD 28 85 17 ® I I I —1 I�I/I _ 5— CL Brownish gray clay(medium stiff moist) - —2 it offine sand(medium sti moist)(slight _ - MH Brown silt with layers silty $ ( g MD 25 86 9 ® I 1 I plasticity) I I I Note: Tree root at 9 feet - 10— I —3 MH Brown silt with fine sand(medium sti$moist)(tree root in MD 29 93 8 I I I sampler) t... SM Q Brown silty fine sand with occasional thin silt layers.(medium sti$ _ w wet) w u. MD 30 94 9 I Ground water encountered at 12.5 feet. —4 tai- 2 - Z t- - _ a 0 15— - d w - 0 ML Gray fine sandy silt with layers of fine sand(very sti$wet) —5 MD 25 101 27 I - m 20— • / ML Gray silt with occasional layers of fine sand and silty fine sand ti o (sti$moist)(slight plasticity) r- MD 26 98 20 ® _ m 2 Boring completed at 21.5 feet on 05/05/99 - v - Ground water encountered at 12.5 feet during drilling - v _7 J 0 25— - —8 o - o - v 0 —9 v 30— n. •_" N Note:See Figure A 2 for explanation of symbols ��gm LOG OF BORING Geo i Engineers FIGURE A-10 TEST DATA BORING B-9 DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±377 Lab Tests (%) (pcf) Count Samples Symbol o— ASPHALT 3 inches asphalt —0 SM Brown to dark brown silty fine to coarse sand with fine gravel - (medium dense,moist)(fill) - —1 5— _ MD 9 114 21 I —2 • 10— SM Brownish gray silty fine sand with coarse sand and occasional fine —3 to coarse gravel(very dense,moist)(till) MD 12 125 90/10" , w LL - —4 w w z - 2 - z a z 0 15— - a MD 8 114 50/6" - —5 Boring completed at 16.5 feet on 05/06/99 No ground water encountered during drilling• - —6 rn 20— a) n ' m _ cn - U J - 25— —8 o o - v • —9 0 v 30— n N Note:See Figure A-2 for explanation of symbols -/��p► LOG OF BORING Geo O Engineers FIGURE A-11 TEST DATA BORING B-10 DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): ±378 Lab Tests (%) (pcf) Count Samples Symbol 0 ==SOD 3-to 4-inch sodayer _0 l SM Brown with black silty fine to medium sand(medium dense,moist) - (fill) - SM Orangish brown silty fine to coarse sand with fine to coarse gravel SM 8 3 I ® (dense,moist) —1 ;2 ° 1 GM Brown silty fine to coarse gravel with medium to coarse sand(very - 5— 3 q dense,moist)o - 72 cc` —2 " SM Brown silty fine to coarse sand with fine gravel and occasional coarse gravel(very dense,moist) _ 50/5.5" Boring completed at 9.0 feet on 05/05/99 - 10— No ground water encountered during drilling —3 F- _ CO u_ - —4 w z w _ - z 0 15— w - —5 —6 m 20— a) - n , Co _ to • - U - 2 c —7 25— - —8 • 0 - • 4 - 0 —9 0 0 v 30— rn 0 Note:See Figure A 2 for explanation of symbols LOG OF BORING Geo OEngineers FIGURE A-12 TEST DATA BORING B-11 DESCRIPTION Moisture Dry Content Density Blow - Group Surface Elevation(ft.): ±380 Lab Tests (%) (pet) Count Samples Symbol 0 r - SOD 3-inch sod layer —0 SM Gray-brown silty fine sand with occasional coarse sand and fine to - coarse gravel and organic matter(loose,moist)(fill) - MD 18 112 6 —1 ML Dark brown silt with occasional charcoal fragments(medium stiff 5— moist to wet)(fill) - MD 41 74 7 • - SM Gray silty fine sand(loose,moist to wet) —2 6 ® _ / MH Gray silt with occasional layers of fine sand and silty sand(soft to ._3 10— I I medium stiff moist) 4pui I - w I I - w u. 7 I I I —4 till- - 2 I I Z w Boring completed at 14.0 feet on 05/05/99 p 15— No ground water encountered during drilling a. - —5 --6 o� 20— • • rn - n m - U - O —7 25— - —8 o - o - —9 30— n 0 Note:See Figure A 2 for explanation of symbols ins LOG OF BORING Geo Engineers FIGURE A-13 TEST DATA BORING B-12 DESCRIPTION Moisture Dry Content Density Blow Group Surface Elevation(ft.): f 382 Lab Tests (%) (pcf) Count Samples Symbol _0 0-" SOD 3-inch sod layer - 11011111 OL Brown and dark brown organic silt(soft,moist) - • MMM0 ✓� ML Light brown fine sandy silt with occasional coarse sand and fine - GS, 12 121 23 I gravel(medium dense,moist) —1 MD - 5- 18 Q - I SM Brown silty fine to medium sand with occasional fine roots(dense, _2 moist to wet) bill " SM Brown silty fine sand with coarse sand and occasional fine gravel _ - MD 10 127 47 ® (dense to very dense,moist) • _ —3 10— • 50/6" El H Boring completed at 11.5 feet on 05/05/99 co w No ground water encountered during drilling _4 Eur - u.. - wi— z - z x - i-- x n_ _ I- 0 15— w - ❑ - —5 —6 m 20— - rn r= - `m _ N 2 _ - 9. 2 —7 U _ cc - J o 25— _ —8 o - 0 v —9 0p 30— N. 0 N Note:See Figure A 2 for explanation of symbols LOG OF BORING Geo�O Engineers FIGURE A-14 • • • 1 \ . • APPENDIX B 1 i ' \ .\ , I / i ti - '- _ / _ LABORATORY,TESTING.',- , ' (:1 •• I it „` / i. . \ / �I 11 i \(. ( 4 _ I / • • ! • N /' /.. (' 1•.. /_/—/' "\-,-- ,. \, - : •� V • .. /. ` \ I l / \ \ _ / \ i I. I. r ) • ` .;I • '( .( .,. ./' I \ .' i, :ilk (•_/ ''\•1 • 'I'. . "l \• ;r ;.\, " 1" r 'N r; ! - \•..1' J N "'—i,/ i. (. '1' • I ,,/ j' / / ;' ).' I-.. -- `— `\y '\ .1 —,1 — • \, ` .. II ( , jr: _ ) -- \ i�i \• f / — ' `�I /.'Ill ; • • • ' \/ • \.\ /. •,'\ . . /'\ 1 ,I,i. , :./ I I. (.I '\ - I . . /; / IJ' +' •\',, i I - a '), ,\ . :I` • _ • s. r' /., ' ,. . \ // • - I -/ I. \ ./ 1' I ' ' , \I ,:\ \. \i • ,r _ I'• F! -/' \ G e o.E.n'g i a e `e r.s= ' i • ,•• v `,; 1 1 -File No: 2074=004-00-1130 H \• i O . 41111/ APPENDIX B LABORATORY TESTING GENERAL Soil samples obtained from the.borings were transported to our laboratory and examined to confirm or modify field classifications, as well as to evaluate strength and consolidation properties of the soil. Representative samples were selected for laboratory testing consisting of moisture content and density determinations, sieve analyses, and Atterberg Limits and consolidation tests. The tests were performed in general accordance with test methods of the American Society for Testing and Materials (ASTM)or other applicable procedures. The results of the laboratory tests are presented in Figures B-1 through B-4. The results of the moisture content and dry density determinations are presented on the exploration logs at the respective sample depth in Appendix A. VISUAL CLASSIFICATIONS All soil samples obtained from the borings were visually classified in the field and/or in our laboratory using a system based on the Unified Soil Classification System (USCS) and ASTM classification methods. ASTM test method D 2488 was used to visually classify the soil samples, while ASTM D 2487 was used to classify the soils based on laboratory tests results. These classification procedures are incorporated in the boring logs shown in Figures A-3 though A-14, in Appendix A. MOISTURE CONTENT DETERMINATIONS • Moisture contents were determined in general accordance with ASTM D 2216 for numerous samples obtained from the borings. The results of these tests are presented on the logs at the respective sample depth in Appendix A. DRY DENSITY DETERMINATIONS Dry densities were determined performed on numerous relatively undisturbed samples obtained with the split-barrel ring sampler in the borings. The tests were conducted in accordance with ASTM D 2937 and the results are presented on the boring logs in Appendix A at the respective sample depth. PARTICAL SIZE ANALYSIS Particle size analyses were performed on one sample in general accordance with ASTM D 422. The sample was selected from the cut area where the proposed ball fields will be graded in order to the suitability of the soil for on-site use. The wet sieve analysis method.was used to determine the percentage of soil greater than the U.S. No. 200 mesh sieve. The results of the particle size analysis was plotted, classified in general accordance with the USCS, and presented in Figure B-1. G e o E n g i n e e r s B-1 File No.2074-004-00-11301061899 • ATTERBERG LIMITS Atterberg limits were determined for two lacustrine soil samples, which also were selected for consolidation testing. The tests were used to classify the soil as well as to help determine index properties and consolidation characteristics of the lacustrine deposits. The liquid limit and the plastic limit were determined in general accordance with ASTM D 4318. The results of the Atterberg limits are summarized in Figures B-2. The plasticity chart relates the plasticity index (liquid limit minus the plastic limit)to the liquid limit. CONSOLIDATION TESTS One-dimensional consolidation tests were conducted on two relatively undisturbed soil samples tested directly from rings from the split-barrel ring sampler. Tests were conducted in B-2 at 10.5 feet bgs and B-6 at 5.5 feet bgs. These samples were selected to best characterize the lacustrine soils that were encountered with respect to the proposed building foundations. We conducted the tests in general accordance with ASTM D 2435, using a fixed-ring consolidometer. The primary purpose of the consolidation tests is to aid in the estimation of potential consolidation and secondary settlement upon subsequent building loads. Figures B-3 and B-4 summarize the consolidation test results. • G e o E n g i n e e r s B-2 File No.2074-004-00-1130\061899 2074-004-00 RCM:MBB:mbb 5/21/99(Sieves.ppt) U.S.STANDARD SIEVE SIZE . 3" 1.5" . 3/4" 3/8" #4 #10 #20 #40 #60 -#100 #200 100 CD 90 O '---..--------4kNo' . II/ 80 rii 0 70 1111 1=1. >-m 60 CD 1-1 � 50 a 40 30 20 10 cn 0 m 1000 100 10 1 0.1 0.01 0.001 m GRAIN SIZE IN MLLMETFRS m D Z C111 7) N -< 24 rn X COBBLES GRAVEL SAND SILT OR CLAY m COARSE FINE COARSE MEDIUM FINE N C r co SYMBOL EXPLORATION SAMPLE SOIL CLASSIFICATION NUMBER , DEPTH • B_12 3.0' Brown fine sandy silt(ML) 2074-004-00 RCM:MBB:mbb 5/26/99(Atterbergs.ppt) • • PLASTICPfYCHART C) CD . 60 • ff. ' ` X74 50 - CH or OH x 40 CD o \�' CD z U30 5 • OH and MH IL 20 ., ',CL a r OL D 10 ,. CL-ML ML or OL • 73 m 0 1 m 71 0 10 20 30 40 50 60 70 80 90 100 GI m r LIQUID LIMIT c E 73 =-I m w W N CD SYMBOL EXPLORATION SAMPLE MOISTURE LIQUID PLASTICITY NUMBER DEPTH CONTENT(%) LIMIT(%) INDEX(%) SOIL DESCRIPTION 7 m Cl, r ® B-2 10.5' 34.9 40 13 Gray silt (ML) 0 B-6 5.5' 27.1 33 12 • Gray clay(CL) 0 • • 0.01 • 0.02 • ' • 0.03 U ' CM NN t . U • • • c '0.04 ' o :4= a 7o U (j 0.05 . • 0.06 • 0.07 • 0.08 1 11 0.1 1 10 100 Pressure (psf*1000) 8 BORING SAMPLE SOIL INITIAL INITIAL DRY rn NUMBER DEPTH CLASSIFICATION MOISTURE DENSITY (FEET) CONTENT (LBS/FT3) il • N 6 B-2 10.5 Gray silt(ML) 31 94 0 a • C 0 Q a gm CONSOLIDATION TEST RESULTS g Geoff Engineers FIGURE B-3 0 ' • • 0.01 • • • 0.02 • ' • 0.03 U co. a) 0 0.04 •' C o co ........... ..... ................ s _....... I O co C j • 0.05 • • 0.06 • 0.07 • 0.08 ai 0.1 1 10 100 Pressure (psf*1000) o 0 •BORING SAMPLE SOIL INITIAL INITIAL DRY NUMBER DEPTH CLASSIFICATION MOISTURE DENSITY N (FEET) CONTENT (LBS/FT3) I N • B-6 5.5 Gray clay(CL) 23 103 • a • 0 — CONSOLIDATION TEST RESULTS 0 Geo ,,,Engineers FIGURE B-4 0 CHICAGO TITLE III JRANCE COMPANY •. 1800 COLUMBIA CENTER,701 5TH AVE SEATTLE WASHINGTON 98104 Order No.: 000537488 PROPERTY ADDRESS: WASHINGTON Your No.: TIFFANY PARK ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT NO.403 n.`D'I.'• '" 1220 NORTH 4TH STREET MidELOPIVIENT PLANNING (-\ n RENTON,WASHINGTON 98055 = CHT OF RENTON ) APR 2 1 1999 I DEC 3 0 1999 } ATTN: KATHY 1/1 U L L RECEOVED Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. UNIT 10 -YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER WE HAVE EXPANDED TO SERVE ALL YOUR I I I LE INSURANCE NEEDS RELATED TO LAND ACQUISITION,DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS 111LE OFFICER (206)628-5623 (E-MAIL:HARRISMI@CTT.COM) KEITH EISENBREY II ILE OFFICER (206)628-8377 (E-MAIL:EISENBREYK@CTT.COM) STEVE KINSELLA CONDO COORDINATOR (206)628-5614 (E-MAIL:KINSELLAS@CIT.COM) CHRIS JOHANSON SENIOR 111LE EXAMINER BOB BLOEDEL SENIOR TITLE EXAMINER FAX NUMBER (206)628-9738 CHICAGO IIILE INSURANCE COMPANY TTTLE17/RDA/0299 ( HTCAGO TITLE INSURANCE COMP/( COLUMBIA CENTER, 701 STH AVE SEATTLE, WA 98104 Order No.: 537488 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval,this Company has examined the records of the County Auditor and County Clerk.of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: RENTON SCHOOL DISTRICT NO. 403 EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $5 0 0.0 0 TAX: $ 43.00 Records examined to April 14, 1999 at 8 :00 A.M. CHICAGO TITLE INSURANCE COMPANY • By 7ir ,i MIKE HARRIS/KEITH EISENBREY Title Officer (206) 628-5623 SHPLATA/12-5-90/EK • !PITCAGO TITLE INSURANCE COMP Order No.: 537488 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,ILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 14, BLOCK 4, TIFFANY PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGES 7, 8 AND 9, IN KING COUNTY, WASHINGTON; THENCE NORTH 41°51'37" WEST ALONG THE NORTHEASTERLY BOUNDARY OF SAID PLAT, A DISTANCE OF 167.00 FEET; THENCE NORTH 45°59'42" EAST, A DISTANCE OF 190.15 FEET; THENCE NORTH 4°38'30" EAST, A DISTANCE OF 40.00 FEET; THENCE NORTH 1°58' 02" WEST, A DISTANCE OF 65.17 FEET; THENCE NORTH 13°01' 18" EAST, A DISTANCE OF 98 .29 FEET, TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 2,030.00 FEET, FROM WHICH THE CENTER BEARS NORTH 13°01' 15" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 39 .77 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 78°06' 06" EAST, A DISTANCE OF 539.12 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 170.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 185.30 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 15°38' 53" EAST, A DISTANCE OF 114.65 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 220.00 FEET; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 260.15 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 52°06' 17" WEST, A DISTANCE OF 176 .12 FEET; THENCE SOUTH 48°34'40" WEST, A DISTANCE OF 81.22 FEET; THENCE SOUTH 52°06' 17" WEST, A DISTANCE OF 23 .75 FEET, TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 20.00 FEET FROM WHICH THE CENTER BEARS NORTH 37°53'43" WEST SAID POINT BEING THE SOUTHERLY POINT OF CURVATURE UPON THE SOUTHEASTERLY BOUNDARY OF LOT 22, BLOCK 4 OF SAID PLAT OF TIFFANY PARK; THENCE NORTHERLY ALONG THE NORTHEASTERLY BOUNDARY OF SAID PLAT, ALSO BEING ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 34.83 FEET, TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID BOUNDARY, NORTH 47°41' 00" WEST, A DISTANCE OF 103 .82 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 22; THENCE SOUTH 48°08'23" WEST ALONG SAID BOUNDARY, A DISTANCE OF 122.64 FEET TO THE MOST EASTERLY CORNER OF LOT 19, BLOCK 4, OF SAID TIFFANY PARK; THENCE NORTH 47°41' 00" WEST ALONG SAID BOUNDARY, A DISTANCE OF 422 .18 FEET TO THE TRUE POINT OF BEGINNING. CHICAGO TITLE INSURANCE COMPANY •'t I ( 1, CHICAGO TITLE INSURANCE COMPANY Order No.: 537488 SHORT PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services;labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHPLATB/031694/soc CHICAGO 111LE INSURANCE COMPANY • f:. :HIGAGO TITLE INSURANCE COMP./f... • Order No.: 537488 SHORT PLAT CERTIFICATE SCHEDULE B • (Continued) EXCEPTIONS A 1: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: CONSTRUCT, USE AND MAINTAIN DRAINAGE FACILITIES AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION .WITHIN .THE PROPERTY HEREIN DESCRIBED. RECORDED: DECEMBER 11, 1961 RECORDING NUMBER: 5362909 a 2 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PACIFIC NORTHWEST BELL TELEPHONE COMPANY PURPOSE: TO CONSTRUCT, RECONSTRUCT, OPERATE, INSPECT, MAINTAIN OR REMOVE LINES OF TELEPHONE AND TELEGRAPH OR OTHER SIGNAL OR COMMUNICATION CIRCUITS AREA AFFECTED: NORTHERLY AND EASTERLY PORTION OF.SAID PREMISES RECORDED: AUGUST 30, 1963 R• ECORDING NUMBER: 5631595 c 3 ; EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: MAINTENANCE OF A STORM DRAINAGE A• REA AFFECTED: SOUTHWESTERLY PORTION OF SAID PREMISES RECORDED: NOVEMBER 18, 1968 R• ECORDING NUMBER: 6435200 n 4., EASEMENT AND THE TERMS AND CONDITIONS THEREOF: P• URPOSE: MAINTENANCE OF A SANITARY SEWER ' AREA AFFECTED: SOUTHERLY PORTION OF SAID PREMISES RECORDED: NOVEMBER 18, 1968 RECORDING NUMBER: • 6435200 s 5., EASEMENT AND THE TERMS AND CONDITIONS THEREOF: CHICAGO TITLE INSURANCE COMPANY I IMAGO TITLE INSURANCE COMPV( Order No.: 537488 SHORT PLAT CER•1'IF'ICATE SCHEDULE B (Continued) EXCEPTIONS GRANTEE: CITY OF RENTON, A MUNICIPAL CORPORATION PURPOSE: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AREA AFFECTED: NORTHERLY PORTION OF SAID PREMISES RECORDED: FEBRUARY 01, 1971 RECORDING NUMBER: 7102010225 F 6 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON, A MUNICIPAL CORPORATION PURPOSE: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AREA AFFECTED: EASTERLY PORTION OF SAID PREMISES • RECORDED: FEBRUARY 01, 1971 RECORDING NUMBER: 7102010226 c 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF RENTON PURPOSE: PUBLIC UTILITIES AREA AFFECTED: A SOUTHERLY PORTION AS DESCRIBED IN SAID INSTRUMENT RECORDED: FEBRUARY 25, 1993 RECORDING NUMBER: 9302250378 s 8 . RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 4860385 r 9 . RESTRICTIONS CONTAINED IN INSTRUMENT: SHPIATB3/12-12-90/EK CHICAGO TITLE INSURANCE COMPANY } AGO TITLE INSURANCE COMP(:, Order No.: 537488 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS RECORDED: SEPTEMBER 26, 1962, DECEMBER 19, 1962 AND NOVEMBER 15, 1963 ( RECORDING NUMBER: 5485765, 5521709 AND 5665203, RESPECTIVELY AS FOLLOWS: A MATERIAL CONSIDERATION FOR THIS CONVEYANCE, WITHOUT WHICH IT WOULD NOT BE MADE, IS THE AGREEMENT BY THE GRANTEE, ITS .SUCCESSORS OR ASSIGNS, THAT NONE OF THE PROPERTY WILL BE DEVOTED TO INDUSTRIAL PURPOSES OTHER THAN RESIDENTIAL USE, AND THAT COMMERCIAL USES WILL BE RESTRICTED TO THOSE NORMALLY INCIDENT TO A RESIDENTIAL AREA SUCH AS RETAIL ESTABLISHMENTS. J 10. .COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: OCTOBER 7, 1991 'RECORDING NUMBER: 9110070846 ' REGARDING: DECLARATION OF RESTRICTIVE COVENANTS FOR A LIMITED EXEMPTION TO THE SPECIAL UTILITY CONNECTION CHARGE K WE NOTE PARTIAL SATISFACTION OF TAP, HOOK-UP OR CONNECTION CHARGE IN REGARD TO A PORTION OF SAID PREMISES RECORDED UNDER RECORDING NUMBER 9210161750. n 11. RELEASE OF DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: ' BETWEEN: PARKER & SANWICK INVESTMENTS, INC. ' AND: KING COUNTY RECORDED: JANUARY 17, 1962 , RECORDING NUMBER: 5376166 RELEASING KING COUNTY FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: CONSENT TO THE NATURAL FLOW OF SURFACE WATER FROM THE LAND IN THE PLATS OF CASCADE VILLAGE NO. 1, CASCADE VILLAGE NO. 2 AND CASCADE VISTA NO. 4, IN ITS NATURAL CHANNEL ACROSS THE SOUTHWEST QUARTER • m 12.' THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS EXEMPT. ' HOWEVER, IT WILL BECOME TAXABLE ON THE DATE OF THE EXECUTION OF A , CONVEYANCE TO A TAXABLE ENTITY AND SUBJECT TO THE LIEN OF REAL PROPERTY TAXES FOR THE BALANCE OF THE YEAR FROM THAT DATE. S H P IA7 B3/12-12-90/E K CHICAGO TITLE INSURANCE COMPANY rAGO T1'1'LE INSURANCE COMPI(. Order No.: 537488 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS TAX ACCOUNT NUMBER: 212305-9057-06 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ NOT AVAILABLE ASSESSED VALUE-IMPROVEMENT: $ NOT AVAILABLE x 13 . THE LEGAL DESCRIPTION IN THIS COMMITMENT IS. BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. o NOTE 1: 'THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE 'DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF R.C.W. 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: A PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 21-23-5. AS OF APRIL 14, 1999, THE TAX ACCOUNT FOR SAID PREMISES IS 212305-9057-06. END OF SCHEDULE B S H PIATB3/12-12-90/EK CHICAGO TITLE INSURANCE COMPANY IN CHICAGO TITLE i.l_•,_ JRANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE (206) 628-5666 ' IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon With reference to streets and other land. No liability is assumed by reason of reliance hereon. • Northeast 1/4 of the Southwest 1/4 of Section 21-23-5 e` • ` %. -s�%� ? 1'1r0 �n ICJ r�,Z •'►•b CQ .0, • iL+ �aS y!�^�"• '~ 't-'- A r'r'., f:. - Jr•'.re P )'• y 1,..s C .•••::••..,.; ..1` az . 7. 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A .At : 3? - ....—. •_ .-.-.•'•.-.-•-'.-,.-•"..-,:.'.. • :.-,: -...--,'•• . 1 ... . . _ __ . ____ . . _. * . . . . .,.. . . , ►+ IW/NORTH-. MNL.„ • / PAGE 1 ' a . • ye. 4,....1 . i,,.•_..ta_ 4j10 x.‘,0,13.1:173.90 Gordon(►•� , HORTON OZNPIIS a. ASSOCIATES "- e.•n•"o. } leew3v�._In•ua.3 ww CIVIL ENOINEERS •• SURVEYORS si,"% r' . , .I , NORTX ANNEX 1."4111111 irti .L 1= •s'�� MORTON D. titNN13 BOEINO NEM SOX R2 •• SEATTLE II,WASMINOTON •• PA 3-2M0 % i4J.'', ROBERT M. ROE() r•"eoo .r.:,•*� ' BRUCE C. DENNIS .« ,ti v ei• - .. DRAINAGE EASEMENT . i PARKER & SANWICK INVESTMENTS, INC. and LEONARD- -' PETERSON CORPORATION agree, for the mutual drainage benefits derived, that LEONARD-PETERSON CORPORATIONmay.construct, E y use and maintain drainage facilities for the natural and flee flow of • • ,f • drainage water from reallestate purchased by LEONARD-PETERSON . CORPORATION from PARKER & SANWICK INVESTMENTS, INC. t- e'ri i.':, over.and across that portion of the Southwest. uarter•of.:Section 21, + • '.Township 23.North,: Range 5 East; W.M..,flying northerly of Cedar •� River _ 'Pipelinein Kin Coon Washin o ..c-.,`. = `I : ;';::•;:: DATED at Seattle, Washi ngton this :a* '•day'of October, 1960: • . PARKER & SANWICK INVESTMENTS, INC. • - i ,- = _•=;_... :.STATE OF WASHINGTON) �r�<< r t COUNTY OF KING ss. tit;�• ..,:oh-.this 20th day of October, 1950, persoiiallj:appeared:`oefoT @w C,. ' ' SANWICKtoaeknownto V ' , be the President:o£ PARKER;&CSANWKIG'IX.- .'.�:I- ▪ r;.;c: br' s'0:VESTMENTS� INC:: the cor oration` x "' r== !:," „ :.r,.r.. r p that:e ecufed'til• e for Q.(rii . .Jr...':::::.: . :ins rument•and acknowled.�ed the said inetrursient',to':•oar th:`�fr -�,�d-.volaii- � ; ;: ' • -.tar act and deed of said e co.porati"on :f for=tn e :.`an:d_ `pseL.t1L.e rii- .e• jr`�'.•'x� t4:.? ' •,A'-, '.+.•y•S.>".•lR+. ::', ;� ':: :;:+`v,�: i `-.Ts , .ti:r.'.,<;tf;.,�•:..."jr,•"'u..f .�:�..LL r•4Ts'.�F:..•'>'.'::.an,er -}F.v S"L.-::•��.+•:. r:vCi;:n,•`-1'�+z ,t.. .?•k'�•'':nt'�' .' :3�:•.�,' � - .}`▪•- i:ri: itioried;:..and on'oatr: stated that.ne.isau .W�{d:r,i 'e dtoecect,,�e::,':t, .:i i t ' +:_ • i;e �}•V�3d7" ofF-''8♦r 1t�«.�e' r` r t' .. ' ;.:;�t?strAA xh:+� tc .4 e Nti -.}. t1 Y, R il'e.q,,:0,. a . { nT : . : i•, - :" -sY �=� � -:41.. i • w 'i.y:}. i{ yl' _ : . rr s+ •hf; a ' i C�:izi`an ot_ � Notr .'Pnl d`:f � ie State... yy-';c •:: . :.y • , c� ' vftNasfiintanLr, aidiii� 5eac tYe-�•{q': = '-_ti:::-,;`r„^� i . �,fi..:-A n� •�4'0.: . 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KNOW AL; Hi2'1 BY THFISS PR13SFNJ151 -._• . . • for and in consideration of the sum of one dollar ($1.00), receipt wheroof is here- by acknowledged, 9n'easeroent is hereby granted to Pacific Northwest 3e11 Telephone Company,' a Washington Corporation, its successors and assigns, with the right, privilege cad authority to construct, reconstruct, operate, inopect, aaintc'_a or rec;ove l.ir.e; o° T' ephone '� and Telegraph, or other signal or. communication eircuits, consisting • of such ur.It:r,treund • 1 ondtiits, cable, ..anholes; poles and other markers, fixtures and apptu tc ance; as the !'>rantee may from time to time require, upon, across, over and/or under the ..follow uig des- cribed property r,;9 the ror.ts, streets or highways thereto adjoi.rting,situat.•�ei tn the %^ • County of KING , State of Washington: :_: t• • {• o 'Section 2.1 'Township 2: North, l$•l,L,'.'s• - . onion of the West one=haL 0•14) f' , '"-r -t_ A • t.: a W.<.: .described as follor3::: " `- ;.;. ... .. . r • • �{.^'fir. • t .. :ad scent to and' :: ..�,., i:•a'. a' ,,::.an ►►idth ,,. in rort?ltsastarly•o '.;t:,.:1k-:, A.strip.0f land f 'O),.• , „ , . , _u =`. W• est:'ibe. ilQ.•. • i d .�1:1< •`i: the following �-`, ",;�;`:;:.:.`. - r. �.:''. ,. abovt3"sairi''S-ction; taKnc4i .- ..'._:::.. Ae�• ins• at' the Y1,-•st, one=?}uarter•�W�}::corner .of/,1•-•: .. �i :' 2,, w c +..•. East.^2` �) fe'zt; th.-ice Nort:ir„..<` South' ,est ;. fee thence- Joit._ !.1 1 1 •� , :ojpr3g„ 3ast 15b.30 fart; thence North 42°05+30"r ?.,T•�st 8.43.00 fee:; thence North :,°?J.tCG" ' � "';'.' FCINT OF'. •jINt�ING of 'the-first l,xrt,'of this easement; thr-:ice,; , : ?.;. .ast• 'Su.''. fete , to •o,^'i " feet, 'thenca.:$oi;th: 3°50'��'!''fast::13.E7, rF:t, cnce South:. :.,' ^,: ;c�South. 6.V. 4. ..N;a�t i�7.. �. ' ;:� . ::,4;. `• �.rfi . L•: : ; ..<.: - .;;•:;r;:^da,� •' r :>•v,G _ i.Sx. .d' Y?" 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' '.2: 554. , i COUNTY OF KING . - . , .•- - -I On this day personally appeared before me • •K!/r, ):: _A/:e.,..", ••.,..4 • .... • . . to me. known to be the individual - described in and who executed the within ..-• , - and foreFoinv instrument, and acknowledged that •-/... .- - sic.-ed the same af,, • ,e,.., ', - free and voluntary act and deed, for the uses and purposes herein -7.7'•'•• mentioned. . . . :,-..• . . -. . i'. • ,. I .... iven under r-zr hand and official seal this ,' .:._-•,'' day Of. .•.(..„....•. i 1963 -trF• • • ..„ . • • -, . .... , • .. - ....„ • . . ' •-• ; . '' • • Notary blic in and for.the Sat' of • 1 i . residing at ,„,..",„.. ,. .. ,._ . • '• • . •-•-- . .. •',-,T....:`---- • . . ... •• - ATE OF WASHIN,1TON ) . • : !,5. •--. . I ..;,:::::: OF _ •. . . .Oz. this .. day of. • - • .- A.D. 19 . ::'• ,before me personally ap- --•::1 --, :-2. .• •••:::'.. .- ' •,..:..„...,...„., _. .-- -;- . • . • :•• to me known to he the • •. . , , : ,-. : -. -'•-rri!:-:::•'- • ...:: ;':..'.* • .." -•• ,. /I o r •i...! -.orparr.tion that executed the within and foreEoing instrument and azknowledged •• -•.• •. - •- -•• '... — the said instrument.tc be the free and:voluntary act and,deed. of said corpera.ion,.•for ....*:;-ik•••:z:-• ;., -I • the lis.,,.s. and 1.r.trpose... t'r.crein mentioned; and on Oath stated that he was authorized to ,•.:•.-.:VW,I. . .7 .,.. -• •-. • . e e(rez:Ite said instrument and that,the seal affixed•is the. corporate.seal. of said corporatiora .''LI ,:'''.;•: • • r . • •. . • . .... , ..,.:. . _• • •....:.„.„..„,,,..„..•••„.., .. .. . . _ :, ,,.. • -:..,„, r,,, In witn•sr.s -whereof, I have hereunto set my hand and'atfixO'd seal .the day and Year '' ''''.‘• ' • •••-. ••• '1:-. -......,..., in this certific:=te'first above Written.-'.. .:i'•-i., :. . . ,. .,... , -. 4. . . , .-• ••,, • •• • • ;•,,..,... . . • • .,•• - .: .. : ' Notary Public in and. for:.the.3ta Le of,,,.•:•.*::::•„••:•-•14 ., . itk -;-.1 i • ‘,"... ."• •--::. : • '• :•;./.4 2.4-...'..L... -',. .... . . ;• . :.. ."........lif:4 ;:'- ::::,•:.,• : . ,' •• . • . •,'.)..• .• . •, . . . re siling. .a t.,....,..... •,,.!_.,...,i!."..•;',.-.:.;, -. ..•,c..: • • •. ' •";.:•it`•-• ' .• Iii.". •• . ..• ... ---. !-!.,....• • •. .. . . •. • .,:..i..,..,` :- •'.. • • • . -••'.......;-..11:4:14, ..:"0 -.. .. • STA7:: (•F *riAS -...N*".-:;.•N • ) .... -,.. • • ) c.s. • •• - : ., ...,..`trt- 1' : •; Z,•;•.?:i 7.T ••7 KING ) i • ... • ;• , • • .:. ••••7!-i•LI. .-_• ...:• ...1,,,. Cr, thiJ pe.a.rFA . • day of• •-• • •s' • • . .. • ,A.D... 19' '•'''''',-. ;.•: btifOre me perJonally air.. ..::::f.r:i • . .•.•• .,-••i ..7-- , . ..:••-. . . . . •'•-t,:-.::::-.-1,rs` • '174*.- -• 1 .: • .., i . 6 me. known to he the ,..1..:•-•.-z••,?.4,"',..,.a -.- .•.. •!).,!. , - : -.•. i!:: ,.-,;.. . fl.•• ••.:: '. • .. • t''....:-...".etalt''- , , - , :'.'" cf the corr,oration .that executed.:the, within and foreg9ing.:„instrItment•and acknowledged,•-,:.,- '......i*,' Ifti • - . :• • . .- the said:ins trar.ent.:' to be tha•:•••tres:and liolunt;iry. 3,ct•and-iii6ed.';or4ati,a6rnoration • roe,4'r(-4•:*' ''. . .. • t-- !Ige-a* and'ournoss.s t•:,ereinr.men'tioned,• an;.: on Oath: Sbati'd:•••ziat.t:,.-he:WaS authorized t6','fl-... -- g: .•: '' • :•,:•'''. •,4''''''''''j•r:?4-70 7 • +.• . '',..;!.f.. .. '' i a -;:iiid ir,struneht•and that'the seal•a"f.i xed:•13`..:EhV'•ForpOr.ate seal of r•-zi id norForatf6p:‹ .- .. ,• _ ::7:, ir • • • 1••• ,..:;;::•.1...iii:'':-•;..-....: -1,•'...-'::::':,...-•:. ........ '. • ''';'.. '- ._ .• f'41140.,,,,,.".- ..2-,_:.:2•_:-_•••,:-_...'::- .k:'i!::' • , .. , . . . .. ,_, .., . ,.• . : . 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(-1 0 — and ; . . . ,..,. • , t ......i • . and • • . • ... , .„ . . ... . . . . • -.,:,.3.• ri . •. •• -- . .-.. . . .,, iN , • •hereinafter called "Grantor(:.:)", and:the CITY OF -RENTON, a liunicipal Corporation. . • • of King County, Washington, hereinafter called "Grantee". • •• :F..7.' ---. • -- ---- . ..• . • . • .. ... - . .. . . .. .• .--..-......• -..:,;;C,1" WITHESSET11:.-. .. ..-..-,. ..• . : . -..•.. -.-,.... . ....,::, ...--::..,•: •::. . , . .„. , • .. .• . . • • . .. . " " - .... . . ., . . . • That said Gran-tcr(s), for and in consideration of the .sum of $1.i00 (One ,..- • and no/100ths dollars) . .paid by Grantee, and other valuable cons rat on . . .... . .. . .„,,4,.... . .- does,by these presents,•grant,. bargain, sell,, convey, and warrant unto. the. said..•-. .- - . - . ,-... - :,.. •• ..... ••• -- -.•,•-•;..:-....-i 4.''.r_.", -.,:;,:‘ ,1 • Gran tee,,,, its.successors.and-assigns,.......arr easement:for.public utilities,..,(Including:,-;,-.---7.-:::::?..;,... ..'::, .._.,.,..4 ..- • .. - • • •- ... . 1.1- :.-`.. .. -.`.::;.•::.•"'.-• . . . . water and sewer).:wi th• necessary:appurtenancest over,•through,' across:,:and. upon Lne...-•....-...:.,-..,:-...,. • --t..;:e . . _ .. . folleafing. described'property in King-C.ounty, Washington, more partiCularlt. - .•••• -• --.......,- •:.-.:., ,. • • • - , i.- described as follows: ' •. - •••• . - ••:. .... .• ..••2....::::: --.-; --,,.. .,.--..,..,-.::::y- ,,.-,,:.7. ....!-•'-',.--,.."-....-:,::-.••:-...:...";,,,-- :..,....", ..,.r-,,,i-• ... •• . :- ,•••,,f-....,:.:i.;:•,..-.:,-'.:-.;::--•..::-,-;!'.'•-;5•,,;,-;.!...":-.;---;".-..:_:::_,:r•-•4,'i-z..4..z,-:', ,.v..1:-.f.• • . • --••:-. .•:•-•.---- ••••••••-•• -• -.., . - --,•••,.-•,74;•.:,:...;,-.A-4a!:-• . - ---•.:- -•;•-•,--- .-•-•-,,,---i".- •-•:•-•• - • ••• -• - - -•-•.,•-•::':-;:',:--•••,••,.i•,:-:,,--..,:.,,,,.- •• ••,-.„::•:-..-:,.-. . : .._.,.., • .. 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O have the right, without prior notice or proceeding at law. at sucn times as �(: O may be necessary to enter upon said above described property for the purpose • N of constructing, maintaining, repairing, altering or reconstructing said '-= ' : utility, or making any connections therewith, without incurring a,„y legal 1 . t; _�+ s ..... obligations or liability therefore, provided, that such construction, main- !"•.,. taining, repairing, altering or reconstruction of such utility shall be `:=_'' }•• i accomplished in such a manner that the private improvements existing in the right -_.;,__ right(s)-of-way shall not be disturbed or damaged, or in the event they are b4z; y+:. disturbed or damaged, they will be replaced in as good a condition as they were ienediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the . aforedescribed premises, • • _'= _ including the right'to•retain the :right to'use the.surface of-said right-of-way :: •'4, -_.. i f such use does not interfere with. installation and:maintenance-of the uti1 ity.:`.';' }t,.;_�:, :__ line. •-However, the grantor shall not erect buildings. or•structurEs over, under.. : . ,;+.: ,,cr,_across the right-of-way during the existence of such utility• tbr(.�x-,_r1i� !, s easement, shall be a covenant running with • the land and shall be bind- „. -S• " ;. . ;_f...,, ,' .e Grantor, his.,successors, heirs' and assigns. Grantors covenant that .:.:....;:.- `•: ];'_: ;, - t .•_ 3. ul. owners of the above properties ands that they have a good and..::< ,w: ' t t eXewta i s• agreement• • r *y_ ;... �f ' • • • • and r • 1LTL..a. �•G++.. ., /.' ,!�`::.,..rS • sir :4b /�' 4 • d and . • - :,„. ?i. • and' > :_; _ _,: xg�7:�l ;;11 - .. Jnd• a _c ti 7 �CC.h- .�:ip ' iJ • -v ir A - �• n �r � RGT�'1` - • e :STATE- 0 .. .. >- ;x C SJ "C. i'y . OF KI NG• • • • • • •- ._f aF 1•"yq T i•, .r.. I t• t.-r L cei: �� January197r,.•.b(sfcrs am' the tiaderaiigaad e, -ate •fit. 23st day.ot`.' -Y���,��, �=�> ' On.this. ' '`. , , .• t,.� 'r _. hatery .Public in and for tbe=State of Washington, dulycc:si9aionad'and 'worn , �'':'• • - persorally appeared Roger.-I.,.Leans . and alel Bew t:. .:;=� '.`• ma' known to be the P�3,3ent • •• re ctivel� t}'.'':;.:4``,:`' . _ ''z:' to and : S�CL2t3L�1:'._' : `'. .s . Y ;: '•,~- `'' - - of • roe u� �-e Bandon School Dia-ict:No. 403 the• corporation;'that.executed.,tue "-&';;a =•': -- foregoing inetrutatnt, and a eknc fledged"the said inctruwent-:to:.be•the free and `<_ _= '" ' '--:- ' voluntary:act and dead of said corporation, for the uses aud.purpocsa therein. ; " r ' .: ted-•that •ate ' authoriaed`to.':ex acute::tba •q id '; '=`"1- scationed •dad'ae oath~sta y. :,24A17��^ ;. - inatrument and that the-.seal..affixed,is the corporate:.seal .of: 'said corporation `, -`^•�` �. X''art- ' _ ems.... >.^ Q .;3�`' •_!-���C3:rr....8 •e ,!,,. '` -.'^''�`s� bind's nd�efZieial:::seal,• berate,affixed'-"the:da• ��and ear''iat�: ^. .. : s" 4!�:!..: - 'r,.�,.r.,,,. - :y. :•{.it.,,F -� .r..y:_, "S Y' 'b .i,e..ar.ki'ti,:yr• •:- :,..t:.;','•�l'..r ..�" 'Ti•;_!' 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''' •• . . -• • •, . • EASEMENT THIS INSTRUMENT, made this 213tday of •.11suluv 14_71-'0 iN1 b ,. and betfieen and ....... .. 0 RENTON sarcz, DISTRICT D. 403 and CN 0 and • . • .. iN. - • . and . • , '.... ... ! • ... . .. .. . . . - • .. • • : hereinafter called "Grantor(s)", and the CITY OF-RENTON,.. a Milnicipal..Corporation .. • • • • • -. • of King County, Washington, hereinafter called 7Grantee .- . .. . . •• • • . • • :.. .i. . . . . • . . .•.• • . . •.. • ' . . . . WITNESSETH:- • . .. ..: •.. . •• . ..." - - • -;:....x. -,.•:.. , .., 1.00 ne $ ( • . • That said Grantor(s), for and in consideration of the sir of O • ' and no/100ths dollars) paid by Grantee, and other valuable conideration, •. . .- . .. .. do es by these presents,- grant, bargain, sell , convey, and.warrant unto the said • ,. .. . • •-.•:::.:. Grantee, 'i ts successors and-assigns, an easement.;for•publ 1 c"uti I I ties,••:(includinG. ••: ..-.;•.•-:••••••,.. ..:z,.. ,.. . . - . ... water. and sewer) with necessary appurtenances'over; thrugh, acrossand upon.the . follOwing described property in King County, Washington,.more particularly. . • • ••••• • described as follows: . • . ,.... • • -..‘ - . . . . . . . . . • • • • • ... . . . . . . . ,,. . . . . .. . . . .. .... .. ..:.„ . .., . • " • . . ... ... .,..„.. . . . . .,. - . TRACT "13 -•;-'.."."'•:-...''':-'e:,..A'.:•;.:-.•--.' ...--.... .; ....;-..t...':''::. ....... .:- -, - ...-•.1....' ..,:,-....-.:,-;., - .; :-. :. . . -.... .. .. :'• . . . •-..:,I.si,',:,',-,.....,1.:.-.,;(-:,--." " . .. • -1.,..-. ••-.. •• ,..=.-..:•-'-.- .- :--•--,•••,..... '':.-.Vs..,;,..t.'- •Z'i'•4•••:°;•1•,':;:'''•'•--..,..,...;:•,-4*,, ...••.•-• - .... - ...1,i.0.1,,"..a.,!.,;; ;„.,7• 40,-,.;:zi.....t'it.'.':'':::"7“:', ::,,•:-;.!--!..":.'...-.':=1,:',.'f'.`.1,:.T.-4.:IV.«.'211r,:•`...t.''.-.;::;.?•3,;:!?.-',-'..-f24,:.,27.-- 4. ..:: ,N. " ....,.-.'f7..".":. .--,:,-i.,'*.-":•-• .: • '.'•;•••••::::......'f•.:.:i-li,:,,.t..f.:Irf•-.4-;,Z!!19••:::!•,-.;-•,.••. ..,-,•i......•,,..-••;.--....'.'•••.=.•••-•:,•:•:•.•-lt•Z;:-zt•L-f-:.;',-,:••:.:•.:-,:.f••,--.' ,,...,--:•.:,.... ...., : -.' '- ••' - ••:•••'.:•••;"•-•i-.... . cotorencing at the North•East corner of.Lcti:.11.;:i.:-...B,locit..,...;„ :One of Tiffaret;Park...,...:,.;-....:..,......... ,..,•,.....,.......•..-.. ....:,. •"...- •' ' .'3,3.ta...:.-F.f...,i,f,•..ro. ...;•..f:,,-:iff,i•S,•,... .k.'••••ir, .. . . . : ': the Plat-thereof-recorded in Volume-9r-of.Plate,.:.pages:: .7,:. .7.:........-c....-t:A....,TA',,. 1_,z . -:•:4....';':-..:.:...i:...'.....'4.:.:;.-z.:;•-,1..No 2;.•according••to..., .. a.. . .!.., , ... ••••--•— '':•..---• --.-:-. • .-" • - .-.... '';-v.:-•..--- -- ,••••:.36-'-reoords, of, King cousty, Washington; thence....,Sou the,.. ..as,....ter.... 1.x!,,,....alopg..t.1%a.. .. Southerly j. .... , . •„.......--,....,,..F.-! /.-.N..,.;.-... ...,.' ,:.;,.:•,..-..4,,,,"-....,.twi-•..•v- :,- c. --. - to the left vith-a radival•ot•2030.00: :-,t.•:,..,,:- ....:::.,.., ,7.; .. ..,:.•,- , margin .of Laket;.yourk.473....Say..S•p: al ,a curve . _ ,_... .., .. ,,... .,„ ,..7..:,,....„: _....,:,,,...,.....„,.... ....,..s._,... ,..,... 2.,:'•*; • feet,:• - •.....diitaii«i'of.::.39'..77.-feet;'thence South::78!•":..06,!!!..-.0§7.zt•Leet i- feet2ri? ...3ft.;! ....1.07O...'..the --'...,.:fsi,:,:t,,....'1.....,,-::7..r".. Y:,..• 2•;,.-C. ..,........1..',........;:;.1.....:'...:1.:;":!;-:-.'?''.....tallEt P:int•of.begii' min— 4-.:C*,.the Tract herainafter';:det'SCri scribed; thence'.•continuing.:South :.•::•.••: Lt.,:,:. °. 06' .Ob."' East,:.15..;.00: feet; •South 10° 43' '21".•......Nest;3:10...75... testi. then.. cal-.South.....,:.:.•,.....-..',...,•-,•'..-tr..,.-2:...,...2.....,.t.,!.:..:,....?„,:k....1.. -':... ...- 472q'.6... 16 1.-'21:. West -, 2 16.OS Feet;. .thence North 47::".'..43,!.....2i 39."!•-•:!test!-.15. .00,...„..-..feet,-....then...ce,:•...._:'!-::.• •,......,.••.......:.:......:::..!...;:.." .\.....,,:,... '..cft• .••• • ,...••• ••:,.North 42° 16 s• :21" •East, .211.80',feet; thence North 10,...'4 3.1...c..21°. East•••12.82 feet.'ttl the .'.-:,,,.. ;,‘,.......-.: ":i',!. .'•:•.,,,:.,;••••.-:•;.i.'- .true point. of...beginning.r....,...:-•,.- --. . . . .• .•.. . .::,..,...,:i.,:;,.... , ...:,....,,„...........:,.... ..,,.„...:„.,,,,,..,,,,.:,....,...,:,.,,,,,s.,.,..,:,..,.,....,,,.„so.., ,,....,.... . .v. . ... . . ..••••• z:.••,•.::.,•••••:,..Ydii.',.(;•1;:''-'s. 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''''''-' • ,.:•, —. ... 7till",re. -,-.•:011, ...i.„ ;40 -'1"3;• .',.:;',•jr.;:.7ji!*:'-'- '1.C.'...41tal*;47i41. ,,,,,r:t•1:7 -,1-g....`If. 4ey, ..--"at„ iiitiiiiictti: Ifbeent.7..4,. st. ..,..;,..,,-.. jii,Iiiiitt . u- ,'-'. 1 . .,..tilA, A-- -•-• sk i; — - s . ..... .,,,,:-. .,•:::-.,:•••,:t...--ex:,7.7-,;••••••‘.•,•,- •ti.,-4,...1;%; ...- •••.;ii /-...V4,1j,..'le.4%....,•-,,....4.Iik.,-. it:. • ten- "iv--the, Grantek!,..uu v no, .-14. .,...,,, ., . ••,F,4,,.•• • - 1,..._., .,, ..4,k,.....,„:044e., -.....•?‘•• 0.; .,,,,•.-.-• --i ,ra b 1134' r • , ••1•••1 r• ..f...a, •,..‘40,...1V ..!;4;pig,;,' '.W4i..*•:•-••=i+4•;r:F•ICI:f;':11.5:7•'' - '' . . 1**.--,74,".501.2.4'`I'rti:iiiiic,•ks .".ti„..T.V&?‘1:, -••• ...,:.•,44..,,, Atp,,,*-44.4?:,31,t," •7•Vi-:.',•sm.,i,t-.'•j'a,1 •'• y..4.-A0 -...-_,.,nr, ,..,,,. ... -1304.il.tity0..g,kijir-:*'40::-;=•-,($7+Ve ; . 1r4F1. -,0;-'440',41:r.611P7A1.01;1.4itWlifp:"1.4R:. .•.1.,,,.., .„us , 2:.'••• •.•,•,;,:e ,c-,--•,-..,. .^.r4R.s.. 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I� { 4 y a Said heretofore mentioned Grantee, its successors or assigns, shall O ;have the right, without prior notice or proceeding at law, at such times as ,may be necessary to enter upon said auove described property for the purpose nJ of constructing, maintaining, repairing, altering or reconstructing said utility, or making any. connections therewith, without incurring any legal ,� obligations or liability therefore, provided, that such constriction, maw'- ei tairing, repairing, altering or reconstruti on of such utility shall be accomplished in such•a. manner that the private improvements existing in the right dishu=bed owdgel they wibe ll..be replaced iturbed: or naasegoodrain the�condit tion theyy are were . • di s turbed ordamaged, immediately before the'property was entered upon by t+tie•Grantee. • The Grantor shall fully use and enjoy the •aforedestribed premises, including the right to retain the right to use the surface of said right-of-way •• if such use does not interfere with installation and maintenance of the-utility' line. However,. the grantor:shail..,not.erect buildings or structures over, under or across the right-of-ivay. 'during;-the•.existence of..:such:utility'. . • This easement,' shall be a•covenan VI the land andrs. shall bet tr`ind • ing on the Grantor, his successors, heire and gn �- - are' . ui.- owners of-ahe above properties and'that they have a good.anat d.;:. .. ...r: . _0 _1#:. t r.r •xecu - agreement. :. >,:,.. :;:: : % ram_ —��:•:: e-: -j a- % _ /.-. A. and ti. .r. :;._ .�: , and- _ ;y-1 l.. ,t •1 :. - �;°.and- •:>•... _• y 4 ��/a�ila 7t .ti. ;ti: :5e':�.: , .Y.a'H:tris"' ,Iesl'ri ,•. :and ,>' ::-�. • C :SC_ `.x: q t,j OF {IASHIt#ui�i�.. �)::�: STATE - .. r is coutQ �Hs •): r„ 2; • og: ,7 197�before me, :the•tinders .. .;.i •. �i the flay: 1 '=. ;` a: .:;= .: ..:,.; :-ram ' ' Notary.Public.in.and for;.the,'State• of..Was hington, duly c�fesioned amd- svora: ;•; `s;- ,;��:- Aewley ; ::: ,o . pe'rsocally s=� _ • I. 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W- /O90 • ZDOMaI Menus South UTILITIES P.4uese.Ax.reevooritb.:.3Z23JSg03'7 t Renton.con 90053 r FASEMIiNT GU,:roArs)"MAI E r A.k1r It/vv./AIX N,.id ATn.?; RS7—q.7/3t' ) • THIS INSTRUMENT,made this 30th day of MAY , l921; by and bctwecnl RENTON SCHOOL DIST. 403 and • • I and • , and _ and hereinafter called"Grantor(s),'and the CITY OF RENTON,a Municipal Corporation of King County,Washington, • hereinafter called"Grantee.' ' WITNESSErH: • . . That said Grantor(s),for and in consideration of the sum of S 1.00 (one dollar) paid by Grantee,and other valuable consideration,receipt of which is hereby • acknowledged,do by these presents,grant,bargain,sell,convey,and warrant unto the said Grantee,its successors and assigns,an easement for public utilities(including water and sewer)with necessary appurtenances over,through, across and upon the following described property in King County,Washington,more particularly described as follows: (see attached) - TIFFANY PARK (2 attachments) dated 5-26-91 CO e' C' 0 CNN i 0 ,• . .. . 8 C•1 .. tT -pssi i EXCISE TM NOT : ,JIBED B '(�I//`,/{^I Deputy Sl • E 8 . a U#I12 is /slESMraNIP/bA R 3—3 1 r:i %t�•. It , a t40(non siii.A 4' ,/i r:ati; tc•s;;: _ f 1Ih':t F:i. f T'T_i .', • • . . . l�/o9G I Said heretofore mentioned grantee,its successors or assigns,shall have the right,without prior noticc or proceeding at law,at such times as may be necessary to enter upon said above described property for the purpose of constructing,maintaining,repairing,altering or reconstructing said utilities,or making any connections therewith,without incurring any legal obligations or liability therefore,provided,that such construction,maintaining,repairing,altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-of-way shall not be disturbcdlor damagcd,they will be replaced in as good a condition as thcy were immediately before the t1property was entered upon by the Grantee.The Grantor shall fully use and enjoy the aforedescribed premises,including the right to retain the right to use the surface of said right-of-way if such use does not interfere with Installation and maintenance of the utilities. However,the grantor shall not erect buildings or structures over,under or across the right- of-way during the existence of such utilities. • • This easement,shall be a covenant running with the land and shall be binding on the Grantor,his successors,heirs d assi: s. rr ntors covenant that they arc the lawful owners of the above properties and that the . e a g it ii i ul right to execute this agreement. 4 i•, ` and ; • and , and t i srand . STATE OF WASHINGTON ) Cam') ) SS • 0 COUNTY OF KING ) CV I,the unders ed,a notary public in and for the State of Washington,hereby certify that on this 4.74 day of j a4� 19 personally appeared before me and —Al 7 ul.La.� . • and e. and . • ; n and ; to me known to be indivldual(s)described In • • and who executed the foregoing Instrument,and acknowledged that , signed - , and scaled the same as A., free and voluntary act and deed for the uses and purposes therein -�. mentioned. ele-Zl Notary Pub and for the Stun - of Washington,residing at (74./16(1 • Page 2of2 • UEill-1 . -4,93-3/ • • • ® . ' • • • • • .�.-� ,. : • W/di0 Horton Dennis&Associates,Inc. • Consulting Engineers&Surveyors • • EXHIBIT'C' MAY 26, 1991 • ./ ' ATTACHMENT'A'FOR TIFFANY ELEMENTARY SCHOOL • That portion of the Southwest Quarter of Section 21,Township 23 North,Range 5 East, W.M., King • County;being more particularly described as follows: Beginning at the point of intersection of the North margin of Lake Youngs Way,with the most Southerly point of curvature upon the Southeasterly boundary of Lot 22, Block 4 of Tiffany Park recorded in • . . Volume 72 of Plats,Pages 7, 8,and 9 Records of King County,Washington; . . THENCE North 52°06' 17 East along the Northwesterly margin of Lake Youngs Way 23.75 feet; . . THENCE North 48°33'40'East 28.44 feet to THE TRUE POINT OF BEGINNING; . THENCE North 47°20'29'West 159.48 feet; • - THENCE South 42°39'31'West 56.00 feet; THENCE North 47°20'29'West 22.00 feet; a) THENCE North 42°39'31"East 71.00 feet; • r THENCE South 47°20'29'East 170.00 feet; . • 9 THENCE North 42°39'3I' East 14.00 feet; •- Ir) THENCE South 47°20'29"East 10.00 feet; N THENCE South 42°39'31"West 14.00 Feet; p THENCE South 47°20'29"East 3.03 feet;more or less to the Northwesterly margin of Lake Youngs s Way;THENCE South 48°33'40"West 15.08 feet to THE TRUE POINT OF BEGINNING. Containing 4016 square feet. • • • 8750/Legal i• :; 31 :� 320 Second Avenue South,Kirkland,Washington 98033-6687 • Phone 822-2525 • FAX: 206 822-8758 t < i3J -• ....u:ntit%.fi£ttiJP1A. lt.`�esclaTis1Yi'Stti'j:.Wn'' 0 Mg • w-io7a 'I Horton Dennis&Associates,Inc.Hal ICI :. I 4 / _`� Consulting Enginee &Surveyors • NI I ' • i I 1 i oy LLiI 1 -1`)1 5r_10' EasE. l' I I 111 • . . I 'I'll i . .. . °I11d to c0 Ix I • I'll; I� cp I �► (co- N N4B•3a' • I IN I-, • o E I III I� 5Z'0G'1 „E as 1 I�z In l _ ` . 14.0,0 170 15. u4z' '31~ ��-23.s ,c9 zoo+ ______—______. 113.53i On ,.i.g,,,e. Z al fea c ' �`: 1 .08• LAKE Yo4Ny y ...,:.,9,f• ...I.., ',:.", :...••.• givi. ��);,iLf a EX N I B I'1' 'B' TCN '43 -3f may 28,1111 N.T.b ., 'i'': 320 Second Avenue South,Kirkland,Washington 98033-6687 Phone 822-2525 • FAX:(206)822.8758 " ,` -,. • . . .. .:' _-.e t :a.:eree fret 1.F_ w:eti'sH+!'v=hdF'-4 • . . • . .. • • • '05 •-•3s..•*?•- •••• • • • ,. / • ( • .0,, • •. - • • ligiiiirztgrr4i;aioli!i ..a.,...04,•1114: ' ' i erNolgiii&iiiiailtbildi* ' • .- , .. .... li • aMirt.tiVili,"'i 1 •'1-*.t,'-'1 ••.,•:-. , ••,:- • ;,••••• . . A .: *-''• '•- i- • s• • ••`• '• -•.;•' te - N - • 1 • c . , • • • I.10 4;1•:' • "%. •. . % . .-*c-., Oontraot No.. 10974 ..-...• , - . Woo 1;.). Ez•c41:•; • . 1 ....t. 1 .., I. . . 46).444. ••5110. • •00,11451: .•r . . , . • ..• . . i•. . N. O. R•12::•11 E R N P A.0 I ,..1.4.i:..- C 0 M P a •! Y • • .. -. . - . . . .. ... .: . DEED OP 0 • 9. )‘ ..: i • • . • '.0. ..-• . •:., 1. • ,. . . ... ze.,-.„:..... . THIS DEED Made the 18th day. of. •. --tabor,in-the year of :.)u r Lore: c...,. • ..- 7 • . . .••., . • thousand nine •hundred and -fifty.-seven. •y the NORTHEY-tN PACIFIC '2.A.II...'..*.: ..... - • • . _ PA.r.f., a oorporation of the State of' Wisconsin, granter, to NOIP,I•:" • ..‘. E.AILWAY FOUNDATION, a charitable corporation of the State of ...:1:me::ot.:., • havi.lg its principal place of business in St. Paul in the County of :•.:. 1 i'..., •• and State• of '1.1.nno sota grantee, ViITNESTH; '.. • • wit . -. . .. .' ,. .. . ... . . . . • • . I. ' ••••••:: - The':grantor- does hereby donate, ;convey.%and• italaim to tl-e gr ,Iscc, • , ..qu a : • .,.... • . • k• -• ..•,- ' -0110W ng.,described premises sitl.ate:d........in the ,Cointy,.$of .1Cingah A te of i . • . • .. -•_ sh.int on; -t ci7wit: '•• • • - ••:'•,• •••=•Sz--•..7.2....A.'•4 ... ,.-, .*;*% • '-:- ••-.., •1., ••... . . . . •••• .. . .'.:•%• k‘:'•;-'i. .; "'' 's%•.••% - • •:-."• . • ••4.:-...• .'-•.... ''. • • •., bevernment'Lots Four. . c4)?:"and'6:31.k.....0..1',-ftne`; Southwe a:Tarter- o I. -,.::,..e., • • .?. . •:sr: "-* -•:.• ••••7.•" ""or t he a st. ..luar er (S41TF,z).;i•tfieUVai•Ehize st! 1.ia.r.ter-of/.tixo••7 or thA c st :-)q - • .," • . • •. ..'• . . . .. . • ,uartor (1\Y-:NViT) • the South'Hell': tic-•the :!Zorthwo St ---,,.', rtar (. .,..,...,-); t...c . Southwest ' aarter (S ) and the: Ilo.st::.aalf of the south-A st ,,uart,.:. -, • • (•,:::. 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'4.-.4 t•-1":'`,1'%'es,'" ..E:i,A,:".'':',..i.`"? '1,7-!'--'•47-.' . • .......,.. -......,... : .. ... . . • . ..•a I,Ar,s, . . . .7.--gr v••••••.,7,77•7:-••••• ,v,v..."....,..17- . • .--7"..r....- z•••••1=-,..r-72.,rc•:.„.,.. .•,.71&'."".. .. . t r, yea it , {. Basement Deed No. N-747 dated October 7 1944 :;r.,:• •t: ; .7 :c, _ 1 , T,at,rovanutnt Company to the Defonae Plant Coraorol�l��t1, coy. ; ;.,t ;t: ; r i « , Northwo et Quarter of the 'Northwest .purr t r ('rr�.. . ) an.. r•:'.- ucrons the .A, , ment Lot Six (6) of cold Section twenty-one (21). Eare-lent rec•,.rdc:' .. , , - ' bur 4, 1044 in Volume 2286, Book D of Deeds on Pr.L:e 52S rt:r.crca a: .-t: :.. • - Cottnty. 4, 4. Easement Deed No. :1-740, dat>:d July 16, 1944 from said ort., .+ e •„ ` to:,:rove:tient Company to the Defense Plant Corporation, covr•ri:;J : ourt_ : . , t f c'ot :;trip of land in Government Lot Six (6) and in the dust. •, .1i' :' = ,ortn1:F�3t ;quarter (W 'NtY ') of said Section Twenty-one ('21) . ,,,.,-es:e::t , • , :ov;:^tber 2 ;e 7, 1944 in Volume 2237, Boon D of Deeds on Pa. 4t;7, :•t:cor,:., - ' :id County. ' • • `" ii. �csotaont Deed :1o. N-916 dated January 23 1957, :reta st.i.0 'crt-.- western• Improvement Company to the Pacific Northwest Pipe Line Corporr.tIon, covering natural gas pipe line in the Southwest (,uartcr of ti:e Sc•athwest .\us^ter (S;Y SVJo) of said Section Twenty-one (21) . Easement recoraed is,ri1 _C)57 in Volute 3`66 of Deeds on Page 42, records of s., id Count:-. ` . 1'0 :.A' ' A:til 'i0 HOLD, all and singular the above-granted ,re;:;ie a, -e'.::_cr ..it•: the appurtenances, unto the grantee, its successors and -_. • =orev,.'r. T•T-• l•-i H t:,' c „e :,e • � ,:I__+�SS .4 _._.EO_ , the Grantor has caused t,__e.,e present to .,+. ...... _�:. = - ;It:: its corporate seal, _nd signed by its • President,: .the -,cr.. •' ', ,;,; . . fi_ :t ._lcve written. . a . Si i :led, Si ?'ed and Delivered :'101/i'Hrfi:' PAC II IC s:La:i.,_ (..',': = - - it re sence of . a n• nt - .'fittest • . 4 ' '� / 5.- • =4. _��Se 51), err;. Ii - `. "1' s'-`•• J_ + _..'i.�SO'iA • e F.:. f'. t 0:1 this .Z .acy of JD,i.�,_Ja. . '; :li.i57; trefore :71e _:,er.so nally a- .eff M\% 17: r r RFRT S. MSACFARLANE , to me krro:{:t to of t:tc: . President - and s - ' A.M.Gottscha►d to me known to be the ,ecretary of tire- cor_:crstian c:lat .execu.ter: .tile •:aithir. and i`o_e;;oi::_;. instru•tent, :::id -ac:cro-::- iP _ ;aid i_istru'e-it to b: the free i.:n d cl:snta.ry act ^n:i deed of s i J cG_ .ru.�ion, 1'or' the ::Ses •and arposes thert;in ale:1' _o:eci, r•nc.1 on oath st' tec: were _suthcrized to execute t; . :' 11 'i �= c said is stz•�.t:::e::1 d t,a .• t e se.. � -_-_. is c e co:;:crate seal of said corporation. > I '._. .r7S. :i.' i'.EU.-, I ri '1; Ve e"e uato set :ry iianu F:1?u t "ixtlti- :!iy .+.fi i^.1£l . b,•- the day. and':'sear last above written.' .. • f.: • \ fi O 1 % } �. • i � r t 4 iii w14 i . ,si - :t.:?"`'• f94,r :. s :.-.. - � .NOtaryPublic,st Ram•ti:i i:..a .• � . : .. :A f: 4 MyCotnlsslon ras Nov:Nov;1T;� tr s,f- - • et - s ` • ° " 1S-' s ti:' - _S',Sy�, ON111{{ ' .x t+ :fi .+te� :;?. •am' 7:fix - niv'i.-, dr 7c• - • .y y ▪ �1 u •S _r�^ r .t it J� � • y l _. . s� vN? ' ' ' �i ' § s.'. Y`'- "'" • • .:,�, , ' ; ;: • •,rdu'. 'w4 ri%�,;4,.: ::P' _f"�7b '34S410,w �J�-'.t•7-p"',may.�' ::h :--t"in9.X t-�a�r..51,4'.5r:::�•r•!,.> �✓/xpai.;riiv.a,-,,PA .', : °: ^dt�"v'i. •n • YLe. . ' . ` `.m!: {, r4;. :f - a..-.,r. . r XyN. r : 4:.ae i=�•: ': vf:',.:',7'',...; G' y`.,•?, c :1r.n i. '4*�y% ,��;t �:; h. ? ,�N:•.wrJ ,...� Y Yi��'`r�;`�" a �Y0,t a: 4:: '3 ; " •:,r: ,1 '= R° uesl of " ,'�1[' , � , w: +.* ,. tt� : , o-. ,_t:rY ;' .. .n; �� '- „'ii; a:; - .,T , U l " ,yi;;: ;�,. „-�;,,;- -�..v=.. - j •xti�(s,,.�ygoe�tr: ? ' r`,^,y` ,,:t._•. .A . a„.uw•t';^_,',4. fr•hY:.^`..�'✓ :4 r.%-, •�;r.�� i{ .rk� - � fir � r •�. � r. ,rtj - '' - . •,_ ,,ycr T • ?es„,.,in• ... r :,i „..iy„,, . .. _ �M '=: �.?: w:22#�- :•-•:H:,ti� o:x ze.1 • 2 :- ..,-,- I fi :5.7.•.,c ` i • , 4 -,.., ' ,.• ., a • • 1/4":,//Th*,,,,: • ., - . • ••. • ----• • .-. . . . ., ..4, •. , .: ( '\I ' • -• • . ,?.;.. e . . . .. .:,4 • ' . • -- - • . . •••• . - • . .. . . 4. 1 1, ••.••-•:,••••--..-•:•:•••-•.;i*-—••••• ''''''''''''**--- *''''''-..:' '''• ' ' - - - ' • * .: • 1-,.. Li/4325- ' FA060A 5.185765 . - , , .. , •••et••••2 * 4.4, ' -..,•••oc- • 0.I..17. , • 01,1411 Ca 1 [re A LT VI!ri 1' _obi!!1 1.4 Vs °110Ft.t.11,1!!1% . 1,;14.11;%1 i• , !Ott I b leAl I% , .!taw, t e 1%_ • 14"i1P;O:t iY' rj!' "irrkt0;*I 1 ;•:,- ., -..•: ":. c..1...?'>'.if: ; :1.4177M,.t , .. . r ii 612 lilli tell] I, .' !A? ft. . 11 .1'-'11I Vt.. 4;;t • . . i, •' TY ; ; ! 9/ i': ' ::.. ' : '. ......,,.. • •' :. ;'; ‘..•,7 • , , .,, ...:‘,)j . 14., ,, :6.1 , ,il, . .; r-l'' )1,.1•.• t ,._ 6,0. . ...'. >t .-: • -.. •/".;,.. : , • 14.4 . I - - V.',, .: r--! :' • ttz •,k,', ,, , . 1)1 •‘‘` / .., 1 •• .• :t. •••4 •• . - a. ..: 4,. -..t.,... sr; , .3,,,.._......e . .--:,,"- la ",,,;.N.nnt en•? ' 'Taw,••%0,•••/ .40'101MM•6 ("1"°•"""$ .• amunenes . -.i ca wauswis • Ni I, 4 4 ,, . . .% ..,_ ,. ... •tzri _1,01X23..._. IIN.DOLLAIK, I TEN DOL % I-TES DOLLARS.: : osE.DOLL tit• oNE DyLIAR.- o1F..00ALAk. •• :Lf) ,. IL.F...,t•-*••':••ois ''' . . clonkirmicFsi • • [' .. • :-. . •,.. ..NORTHERN PACIFIC RAILWAY FOUNDATION • 1 i -„t . , -- ,. ... .... . , . - - • . • / . , . r,. , „ e:• ...:., ., ,,,u •:. . .„.. . . . .. . _ .._....-1.=:,1.1.,.....:-..1:-. . --."'I?' "- - if -- . tikti...,. ....34 .?„....,A:7- q • 1 - . . . . ... . . . • I ONitliLaiE: ,:-- .J! . . . .. . .., i . . . • ' - '• • . . Ez • ,,...„...•„.•• . ... . . ... . ri•-..-- . . . ... •-, • •••• ... THIS DEED, made the 11th day.cif,,I\oIay., A.D.. 1962,•:by,the NO. .R.T. lEIN . • t‘r, . PACIFIC. RAILWAY FOUNDAMON,' ri•.C.icarAtable CorpOration of the Stdte-c'f it A.I . _ `...- innesota, grantor, to PARKER AND SAN'WICK DIVESTMENTS; INC;; . I J I» i ration of the State of Washington, of Seattle, in the County of King, and at? at 1 .., -'.'• -Was •ngton, grantee, .WITNESSETII;1 1,....„:...,;.i_...:: ,-.. „._ . ,...... . ., ...t.....,.. -... i .. 1 •'.:1.---.`"•:.'--•,•-'-...-i2ki4.-..•:-.,4•:....-:,•Q•›..-.-.- ••'-.c..:•:',,,',.-:....••;.isf--...,;::. : .-- . • ,1 $ •- ,• . WIIERVAS, by a contract in wr:vi.ag.enterea.into on the 1st da,) ...) , 1,1 ,. .: .1 1 '• . . • • -Nol.,ember;'A.,:D.:1958, the grantor...contracted tii,sell.andlcotwey Cer n U.nds, . , /.. f' i - i d ' ,'•Ini •s hereinafter described ate part; which contra. Iv s betA ..: • . ..) ,,,,, tic i IL p...(... St: . ., [. , . .. dUly,,performed 315 t 0 the land hereinafj&) 11..,„.e..Scrtbed and,the gr.. i..17 ....l'i...rs.:. eco int . ?. ,...,..... ;;.., ' /. ., • ••,' • - - entitled tb..a conveyance of the pren4es; ;;:.'•'T2••:•..-.,.• .. - ,.. . ....-- .1-.......f .. -: • !...-,... . 1 . . ..: • .. " •••• •..,-. ..,•••.: I -• 1 ..• .,, ,::'•.1: .': ... ,_•...-.:::;i:,;:ii--,;;.,..!.....*:':.••,.:'- • - ...„ •,.•-•••ri:::•...7.-.,:'-'• -.1 '. . •. "•;''' •• '' • '- • N V THEREFORE"; theltrauer3-:-;.4r.ciionsicieration of.l.he'..S I'm iSor 7- • i i ..... ,i, i . ,,.. . ,. it - ti e:reC( iPt I / . .th re e.:thousand-nine hundred and fi4j. clOLT4.i. ($-P,,.9...•,:?0), ,unto pat., ,,,•;•.... •• •-• •-...- - . h:',,,..'„ i. :.,''''.:: ''''•-•I': s'.,:riie-i;e".0f:ig.*:a'6luio‘‘'+i Le(I ge d'; :wai7.r`p.n-isTa.p ii:.'arri•:;iiirk.'iiiitii"ttiC eia.nt;e:c;1."...0:;;,' ti(cCCS 5r s, • :It ,• •;,.7.2., ulicCa.‘sSi"gns•.;:tiie follo..v Mg-deseribe'Pcl)ti...iii.,Veland-Situate in:thi. C. nt :;:,.§f.-..K' ig, ••• I/ .,:;:l.,..- ,•• • -- •.:•.;.i-q,.A!t:,76*;,,i::.:.:,',..•,--,L...,,.,2... , ...• •.•:.•...ti 2:•,.. ,-- .F,i4,1%,: .'...1-; •'i •-;. ••-•:-...,•.1,,. ..,.„.---!,• • _.ni:..- 7%•-•,•.:•,::,:anci...4fate?4f-Wash in gton,..to-wit f.:.4-•zig-;•-=• •-•c-..:z. ,-:;;?;-:•-.•- .s.•-,.• ••-.,:',..,,,,?•,i;t:',•,•:!:, niA'.m...0;.::::. ',.;:'-',ti' . •f : 1 .!‘•-.:.;., '• -.'.,'•:"...., '7'.. ..;-.-;;::,::.';',,'..--r-.',-.' f,.'',1-,:;--,:',-:-•:.-•-•: *. ,.--:......:%,:':-.:21:;31P.i,:•2-..,1 :nP:',1:=Sil'.7;'.',..--•-•- -..• . -..- ',.-;=!•:.--.4--• • - '7':-.,•!:-1,... ,.,...:=.• ' . 1 1 . :•',.!,!.%m -`'''"' .-..1-. • t• A4FirAlteti'ciii'aItecr:(SW-10iNTW-1 •dndctiidt: df.f.•of i. • g. ,I - .:-.,.:•'. ..:.' :..,-:.:..-,'::•,„:?:!;-.2•7::::::..TM °utl.WLS 9.1"4. r....,.. . -,:s4.isN4t-f-- 1...''''"• ' 1 * :-** -'*.• '..- ., -.r., I' .. ' • `, :;,..,:-':.-.,' '•..-:.".the;.:1,1014ii ?.''S(gifar te r of Sbath*eSti:eitiat.to-r;::ogw 4 9pv 4-).9f.§ ct4,,rt. ..w.Fny, ?!-!e- %-f L.-. • ,,.4..4, • - • •::''.':::' f::::;2:V:- inTOvnShiP iVientv-th r cc (23):N.OIitir''-1 '.fiiie':. (S).East of tliiil 'iiia4net d Meriqiiin,' •;-:•::i.„: ':.'7'.:',-;.'2:••••f;....tVingnortheasterly-of the nOrtheastarlyight•bf.'way line of thcfCi.tiy..tif.,S-.attle•Cedar . . . : . • . • ' ..:'i.:.:..; t•'•••C".:'. 12:oier::PIPCline a-a'.CoiwtA•eci to:ttie'S.dity*,:bt:Seattie':.Liy,aced.recordec!Utmde •:.Atiattors. . ,... - . •• .- ., .t.':::.., ..... .• .F-ile-N•0...:1 786.14; excepting therefreni;:however.,.that-part.ofsah.i.pre. Se. s. .s.here- • . . •,.:.... . ,,_. ''•- ' • •-••• • tdfore cquired by the United Stat'a47•at.--41irica..1?Sdecree'Of•COU.....r...t _'.:1,!.uent on.. . .,71n,.. oT ;. ..,. . . ,f,..;:•-...., ,. ...• -.. .. ".•'''..• .-'•.• ••• .V.Ctrdict:dated. May 25, 1961..,, ,...:'-f/...f.-..."•,:', •.:,. ..,;-',....7';t ::',..,,::* ..'..,•-•::;.''' •':...:-.:....--.:.•(:,;;•:;:•;;•'.!..!. .....:•••• . • '..... . -; .',.:...-;:-.. •,.:,"•,:! .;,',,f,•,, ::;....;•-,...•••• . ••• -.--:.-... •...,....• .:i:i.,••• ."..,• ;. .-- :•••• •. • ‘:-.3r. :: .:.E'::; .-:••••••: l'..,:..f;'.-:.':::•Subect to the rights acqUiredby.'the United States Ol-Alr.t.,ri .; .• 1••unc ‘.....i. :-;aid • : L'i•:,:...• ....: •• :'- .Tuclgtrienton Verdict dated May.25i-l:I•96.1,•,SO-r.an,.eleetrierp-It -).,n-line ..' .. .,. - • 1•••-i .—' t. . i -- :•••:-.3.?.--,- ..-.1..',..„.-..,..f:,.'..- ;:::::..'.!•:.:::..N:•:.•- -...., • • •:.:. ?f?,'-,'• : •,,,..:.:,-i:-T. Sub,‘-:1'..f..:-'•;i:J.,''.L':";l ject a lso.tu the:iigisitsIi: i:4141ii'ii:':::.4. sit..;.;:..i:, 1.14;.1.1..-,c4.t..pk41,..iiii';:11i-0w..: '... .. •. .-•:;':::;:.' 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NORTHEIN PACIFIC RAILWAY FOUNDATION, 'a charitable corporation of the . ..• . •••-:•. .; •••• -. . State -of Minnesota', grantor,..-toi.:-.PAILICER.:,AND:SANWICK..INVESTMEN TS, INC., . , • , -.-:::,. •-. . al corporation of the State Y•ofWaahingtori,qor.Seattle,'..inH. the. County • •-.., - • • ,),,, r-''.•' ,.... of King end State ofi Washingt en, ,-.grantee,...WI TNESSETH!• . .. . . . • • •-- • . . .. ... . . . ,•.7. ....•:,--' -1' . • •- • . . .. .-... v. :71:iL"MIS, by a•cantract.145criting:entered':,into on the 1st day • •- -• •-•..) ' ' ::`i':17-• ,•,': I.of 'Nov. ember, A.D. 1958,. •the..'grantor .contrictea--..to:, s ell:-and.: convey ' ' .••-• ,• . . •• •‘•• . /IA certain lands, of which.'the premises:.hereina;tar„.-..described are a . • ' . 1...:: i'f?' part, which contract has,been dtzly*.performed...as.:_to the land herein- . A'e' •after described and the-. grantee-lhaa..„:becomer.entit1SedHto.i a conveyance .,s- , .••:-:. - • .. 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D. 1963, by the NOPECID1FIN PACIFIC*RAILWAM'IMIUMTICili-a.charitable corporation of'th•;.State of Minnesota, . ..,•• . .......• ..:-: '1\tx ' •' grzeitor, to PA M= AND firinwirriaraincnis, a corporation of the State • • • -• .,-•:: : ...:-.1-:.1"•:_..--. . ...INC.,,. .. of j 14shirigton;•Of Seattlei•-,•in.;:the.County:of King,..anti State of Washington, ...........:...... ..'s,--. .....::..,...;.,. .7:., ;'' ..N .. • . • graptee,..,wintizsauaemt•k.....,..;,.,....4.,A.,:i;f•f;....::„.,......,...,:.:.,...,..,......,..,:-.4._•.;,.. .;:•,.:„...,... ....:.. .. . . ,., , • - -.,...., •••;1‘,/. ... .••••••••.,,...i•..sp.;. .,::. ,;:.';•it.:5:',5,•&_..-?),,,,,1•;,.,,-....••••5:••••,:..ig.,:,....':;=•:..:: .::: .;.' ....,jAi.4.7.",.., . v:. : -:... • •-- ,'.P..::,Z:."..)', ..- ."::::!... .1'':.,...N. . . . .; ' '-•'-''' - ••''''':',..:i': ‘.;;:l',-.:: ..;. ..i.v..-'.....:: ...,..... :;,..;,i. .,: ......-k . _ • • ' '' ''''.' '•'. ' '; • 1 r:'''';•ITIBERILta'...bytgi;colitractAiC,..vriting:eatere d•into•on the 1st day of November, -... ',.:•4!.t.•:!' . s• ••:-• A.D.', 1958;:;-....the;gran contracted.tri se.13;and-convey•ceitain-lands,. of which,-'...:•••----•-•,••-•;.-.',... .`..-7.',74';': •:. ..-••• :. - ....iii. 1 the prendaee. - interdescribed`are•a:part; itd.ch contract has been duly.:••,-:.'•.----% ...--•:, ...1•;4-,•.-. : • performed as to.'the lend"hereinafter-described'and..the grantee has becoMe en-:..• •.-I::-.•il-s,..,,r, • .'- :•,,,,..., :, : •;• ..'f•••••••., ';'.: titled to a conveyance.Of. the premises::...'.::-. , .. :•••• . •.,. .. . ,.. . •-' •''•:;-"'•.:•'1.• ..::‘:•,-,:..-:v _ • . ..:;..5.::.. - •• •• ..• .:':•.,:,...,,.. • • • , ' • NOW-"TBERIFOINV'the grantor.- in consideration of the sum of one hImfired..• ..-:---• .-7-.7i, r • • ,.:. .-Piv,.1-.. .•:•• - -fifty-six?thansandLeight.hundred.:sitty.•,dellara;(41156;860),•---unto it paid, the ,._•••••-•,-1,:-•.,:-....-. •:,",:i.it: ..' • • . ...... ...,1,.J.kt...::::i3af.:!,11',.i., S.i."4".,-..* .7.:.7,:. .• 4'n,..- , • receipt..whereof:lir ack:nowledgedV-varrantel and'conveys:•unto:the grantee,: its -1••••:‘,•,:t .-. ......,••,....„, . . •-••••"-:--f::::,- • 1..!-1‘.: •-• -•- .6 ..,. successors•anct'assigss,4,:t.4ei:,following•deadribed,tract•of land situate in the-.',..-,•,',.,'-'.-,:i:-,::,1.1:: .-.:4,1.•;f. . •,•:.51,::::•-,•,• , • • County of-King;•send•••Fltate of•Washington;'•to-witi 6, .,... , . - .• . - - •..... . , . •• . G••'-2:;J:,.;11;..i'. . ...,.. • ' • • • - - crieiniaiit'::1,S+,41'faiii7;(4),;and"'si.i.:'(6);:i the southwest quarter•.of'tha.north .S;:;...; s::'-'1'''.• 1-- pi,.. .4 .. • 1 .....,.,... quarter•ty-.1•':itii:.‘no;t.iniiire,- ,otf.-ti ...-norttlirest quarter (.NW -W;:-:;5.-,-.7-' -Tre-:1- .--.... ".:• -. & easItcluext•Pr.,..rtPlin x •••. . •• ••• • 1). ... - - • • • ..../... -4c,';'::."-',-2.V.*---•••':,:, ••Wi.-.!,,, • ''....,''• ' the, southeastiquareevof;:,theinorthwest:.quarteri,( ,; northwest. quarter .c7-!%..., t:-. --.4-•,?.4. •;.-:,.. ..,,, .. .,. ,•,.. .. 4 .....'•,,:.r.,;-?.4`..'?' ,,r-i-47 .-I'' • of the:.ikiltliegist4quarter:. ).••and.t portion-.of•ther:sou-thwest quarter.••:,or..,.4:.•*;•••,.....f...,. ,f4-tro,-, •:.• .that . ...,,...,,,,-,,, ,?....1;.•,. ,...,..,vt-.. - • :..: '''----,":"44 •• ,-. • ••the southeast-quarter..:( -:of,Secitton:Twenty-ione.'(21) ..in.Township.Twenty,•';: .:,:t.1.-,..g *,-.••,.!V.<•:'.- • :. ' •. -J..;z''-`'.• : '. ".;• • .• ': three..c2SNOmmtircifi,alemc3er,.;117,,,S.C5Y.r,ast..04.4.toil llas=ttelferidian'1)-Ing7,110.... . ..„.t.f,s.„,,,,, ..: ••,•... .•.::.. --.....::. „..... ihr,ii.-';',i.,-,4 --• .., .,''' :...'V‘ ".-5.. '•''''..'' "'of:the-:naitSAilit,Ailikii,Priiiii .11.1iii,:oetliii:Zeitkli-tZixitil:cerctar River.pipeline!. :,..,..4:•,.r. 4,4 .. : :,..- •:.41.. •ks-,.,-.,....,i•-•...-,-;as...conveyektolgtheicW:-`crft.Seatt.lefhpaiieeredordet.ramder.:Auditor s File::do..-.:c..-7.157-5,•.. ;k ,,,•:. - Ye, - • ..4,7,;,..:- '7... .•. 4.786/ili..::"..exe-eitting.thete#011;-,!;litarever; thice• r4faid'-'.3;ireast.SeEi heretOfO''.re-- :.,-T°-A11%,,,-.--4t-..-..-.74'4.a.--. '-'.'''..'•- •.:-.: ...•••••l.' .' ' '.... 1. acquiredllythe0:-,41A.MOZ:Seathlek:for,itaqierdm-Ialandisdpeline,_by.cpntlemnatidigitt7..:-;•.,v 7 ir' ••.•• ---••••: • - ••- •:., ••- , -• ... •,, ... •••,,-. m".•?Aftlip, „•,. • -.••-• ;it: . ".- 1:4.;::. '-':*'•''''...'.••::. under nit EtuverlireCour.tr•Caned'ItOcitrkl;86.19 •Ord 11 lnanCe,. 6...814 393- ...Indignel;L;Visp.: .,:.--...fi-.Ks - ,-.... •....,..---...k,k-RAy- .r.,,4•„ • ;.74-t-.1',•!= •--- • • ••••••••••bn-Vtimdiet,'•;datedfiratie:".,51,,i1.155',.-....iind::'that...•.;part[cifT-:.eield:PremiseS:heretofore;conveyeti:.4„1-N .,.. ..D......::•,:,... I,. ..: ..f,...„-, ,•-, ••••,:•.-•,:r...:• •- , . •.. .,....f,6,liaikee . , -..f The: eeddated. Juna28,.1960,•..tual?,,%tha' '..t31(-:e.-.'lls,..,P.4,9,. -.1,71',:•'ilk..," -..:•"' ••.,.• • !,'.t.: 'fri•?....:-:,4•-t'at-?.Z, •IA"ti -.•::::_:.• ;,:','i.... ,._.,.,,,,. ......„ ... . .part,of.said. ••heretofore,:acquired;by:-tbs.:United States of Alscrica:' ,;.,:.,,,i.,......,,,,,...1.4..,„ -.. • .:•,• ' :5472:••• -.:••:..::;.••••••••; ' Decree of Cdertfljudeneuts.OnhVerdict•dated..1,1s.y,:25ii.:•1961'. .*;i'..:'!....s,• . .. ••:-:, ;;!'.. .t'.--.,'!!;.,'44.1-‘1,i?yfi,A..-7,.§-(: Tztr,„.2,. ••••••• ::-.• ,.---il• •:••••i -':;*.. ..*. - • ,' . :•••,..-f.';'..„. .. .4- 4•A** *ri:i:•. ;;."•••j*.-.;.••,..*;"*...-•;:ti'.='' ..--,,:..Hz,=,...4.',...: ,,,,::-..v,.-`..•i•T 1:'...:- • -•.-...-.,....--::•',..,:P4.V‘.4--,'-',.;:t.'-1:-• .k..v,i4 •.'-'..- • -;.-f ''k::-:....; .1' : . . ••• .l•-. 1,'.rz:.li•''''',.--Z44;:i..--?:144i:-.5.4,:,';'',',..47.1V, N7:,:'-':':":•••••....:',..v....:''.;;;'.1:•".'.:..''..?..'....w.1:.'ii'-..• ...•.'i• • • .•,....: .. •:-:•••,:v1.:7-:.••.".1-,-.z:::••••1,., ..1j-J-4,.;7. .. • , ......,...,...:• -; .... . .•:..:- - . .,-r;....,-.:1.TI:te:•.itrp,c -:4,pp).an44relri„.canTpyeci.coAtatpz!:..two.'hundred twenty-seven:::rsnd!•47(f.4. 4:.''''?:',.-:, ':•:. -• •ninety-.•twriklamdredtba (227.92)::acres,•'more or less,.and. is subject to•an:ease••,,,..!..-z.7•,,,•,-;,:.5- yc,-.•--,. .1' - ... . .. -.-!•%. - : . . -ment.in thei;pubzic.`,foz.aprsublic:Iroada.heretofore.laid'out-or estabSashed ana. f.,.1. ..:'''.••1',,•;7-•'.:-.,,, tic: • -.. • • .. -,;-...,,-,'..?..,4•••71••: ,•iii..ek-i :1 ',..• ",-.4 :;-.1',••• :'.'....7.:. - ... ooir.1=1st:the,Overandacross.-.,an,y:.1part,•of'..the:trem...ses.,',.,:•••%::• •, i ',.-F'',":•'.:.!; •71::;•:.'4;.*:,;;;;'•.•:,:•:••,!,?.,..::•::,',.. -.4102. -.• o••• :4- -.T.,'- •••••'.....-., • • .; .••... :,:•••••,...:'-4.z.t...;!..4:644',7,3,7trilt:,'"t4.::4'::. :,..•.,.."-`:f.:: •:•:•''';'-'. 1‘..... .;....9...'.''''.-..;•-..,..1`;;.::..,i... . - w •''i," '.."....s':,-•!..?.."?,VilV.'7f..'4:(3 •'. 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'o'' 1.3t•/ 1,' I1.>1: I r ) r , '' r �' 4 i o ,r.�• Y rl ''.1 �':+ .,.. ;.f ... - : ._ •..a- ./4 !',TtR•.d,)A<-`ti. n5� 4.,: •4. ..is {3 '* y s t '� .r ;,�ry-,r tLtYam; r J Df 1}j '"i 4 4-V. - ,,.1 - -- ' • a r- yet T, ;. ,:-/,' 'rat ,Ail: • n l -r • , ,,>t`::0:-721-; ,e•)t':� !. i ,rt f. ,4 f ,.,y i)e�- .c. ,r,,f~t�>"•,1, ,.•,,k,4.p� •Y{ k,.,;,.-4,;.i3 ... T ti 4 L:t-' .•.• "..4 7*�L' � ;� T. :•..,..V.. t•• _-.-cn"'• ",F:rt 'l. ?- ,4 •c ':- fiY• .'b. ... 'y'.},I •�, ;'•f,{ a r•• ' ,'.3• .4 _ )• - 0.1'4.,:-1.(-••: --...- .S •i t .'= I. 0 t ,::. Bill FOR.RECO"0 AT REQUEST '., OFI.ICE OF THE CM CLERK RENTON MUNICIPAL BLLG. DECLARATION OF RESTRICTIVE COVENANTS 200 MILL AVE.SO;. FOR A LIMITED EXEMPTION TO THE ? . RFNTON,WA 98055 SPECIAL UTILITY CONNECTION CHARGE f Whereas,the City of Rcnton,a municipal corporation has established a limited cxcmption by •= z Ordinance No. 4f 3a/ to the Special Utility Connection Charge granting exemptions •.L:'i s to Mnnicipai Corporations for portions of property subject to the Special Utility Connection Charge to the extent that those specific areas are available and maintained at ail timcs for •7• Y .' x • public use, and those areas exempted shall be segregated from the fee determination as t- provided by Ord.No. . •�`l, w n= WHEREAS, RENTON SCHOOL DIST. H403 . ::,.1, -IO J: 7 • , JF- .:jl. tL •, -1 Sc, ;,4. -▪0 arc the owners of the following real property in the City of Renton,County of Icing,State of a'i! wWashington,dcscribcd as Exhibit"A"attached hcreto. 1• ~ WHEREAS,the owner(s)of said dcscribcd property desire to impose the following restrictive tit i 1- ' , covenants running with the land as a condition placed on the title of the remaining : 4:N. • i dam' •:=mot undeveloped property regarding the requirement,obligation and promise to pay the Special ' a GO Utility Connection Charge when that portion of the property is developed. The Special I ; CD Utility Connection Charge shall be at the rates in effect at the time a formal application is 4: r— C submitted which would involk the SUCC charge. I.`T: NOW,1.4 T THEREFORE, the aforesaid owncr(s) hereby establish, grant and impose restrictions i" f a and covenants running with the land hercinabove dcscribcd with respect to the substantial '_ti_ Cr) open space area described as follows: •`•-it' EXEMPTED PUBLIC USE AREA (Undeveloped Property) - ..=`r • :); Exhibit "b" - Attached ;.1. r 4 The owners) of the above dcscribcd property, their successors, heirs and 4c assigns, hereby agree and covenant to pay the Special Utility Connection �, Charge, at the rate In effect at the time of formal application for the above `, dcscribcd parcel. • These covenants a e imposed In lieu of Section E.L__fin of Title g/ of Ordinance No. o L of the City of Rcnton. �`#sZ /o /i7.Spa,a3.4:9.I v#'S/O:q7 ar sao MEM3a utra NIX >+e aotesrto ft20-caotls :, i 0 MI I • 6 I 6 • •,f • DURATION :".iUo These covenants shall run with the land and shall not expire. If at any time the :•'-- SUCC fcc is paid on the exempted arca pursuant to these covenants, the :,:.eti:. portion of the covenants pertaining to the specific exempted arcs as required .:j... : p- by the ordinances of the City of Renton shall terminate by the filing and • ';recording of a Partial Satisfaction of Tap, Hook-up or Connection Charge ::;.4..• _ I release form with King County. :.:•' :.cAny violation or breach of these restrictive covenants may be enforced by proper legal prociedures in the Superior Court of King County by either the city of Renton or any property :7: n owners adjoining subject property who arc adversely affected by said breach. Attomey's Ices ::`;sJ arc the responsibility of the owners If enforcement of these restrictive covenants arc :::1:,l necessary. �/ 'r r. n- ,r,r c 0 • is L _W . f I— i,;•uyr 0 CO STA ITE OF WASHINGTON ) .. D w .•: COUNTY"OF KING ) d,,, On this •GO �7e4 day of 4�nt-• , 19 9/,before me personally appeared i'!• : �1 • CDs e-2 /el. file itti.uw , ' I -4 - �' I • the person(s)who executed the within and foregoing instrument, and acknowledged said .,• instrument to be the free and voluntary act and deed of said person(s) for the uses and ``` :3 w purposes therein mentioned. ' IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year first above written. e)fjJ 71ic��<1.✓ Notary Publlci t atfd for the State of Washington, •. residing at y2.,,:- -, • dM/rrxovtin.+ta/bh • • 1 m l EXHIBIT"A" -0 • I I • a • TIFFANY PARK ELEMENTARY :''• - I `!• LEGAL DESCRIPTION :::.a = That portion of the southwest quarter of Section 21, Township 23 North. -4. rRangel5 Eat, w,?I. , in King County, Washington described as follows: A. u r- : Beginining at the most northerly corner of lot 14, block 4 of Tiffany Park •szaccording to the plat recorded in volume 62 of plats, page 7, 8, and 9. in King County, Washington; thence north 41 51'37" west along the n8rtheesterly • -o- ' boundary of said plat, a distance of 167.08 feet; thence •north d5 59'43" Fast, =' a distance of 190.15 feet; thence north 4 38'30" East, a distance of 40.00 `: -1i--• ' feet;1 thence north 1 58'02" West, a distance of 65.17 feet; thence north , f� • 13°01j 18" East, a distance of 98.29 feet, to a point on a curve concave north- ,,tie, - - easterly having a radius of 2,030.00 feet, from which the center bears nnrrh °1• s 13°01'15" east; thence southeasterly along sold curve to the left an arc •tyAr r.ec length of 39.77 feet to the point of tangency, thence south 78 01'06" eect. - a distance of 539.12 feet to the point of curvature of a curve to the right i' ▪w▪ • of radius 170.00 feet; thence southeasterly along mid carve of Arc Length ..;. of 12 .30 feet to the point of tangency; thence south 1S 38'53" east, a �i i~ • distance of 114.65 feet to the point of curvature of a curve to the right of ��: g' , CO radius 220.00 feet; thence southerly and southwesterly along said curve t�i 1 11' an arc length of 260.15 feet to the point of tangency; thence south a 3oI m 52°01'17" West, a distance of 176.12 feel; thence south 48 34'40" West, a w I CDdistance of 81.22 foet; thence south 52 06'17" West, a distance of M O 23.75 feet, to a point on a curve concave southwesterly having a radius of O% 20.00 feet from which the center bears north 37053'43" west said point being i.'{.` `9 the southerly point of curvature upon the southeasterly boundary of lot 22. IA • e� block 4 of said plat of Tiffany Park; thence northerly slang the north- 1.4 C ' easterly boundary of said plat, also being along said curve to the left an ,::.. Earc length of 34.83 feet, to pc point of tangency; thence continuing ;,•i alonglsaid boundary, north 47 41'00" West, a distance 8f 103.82 feet rn the j'. • most northerly corner of said lot 221 thence south 48 08'23" west ulvng said !.•' boundary, a distance of 122.64 feet to the most easterly corner of lot 19, { block 4, of said Tiffany Park; thence north 47o41'00" west along said ;Z boundary a distance of 422.18 feet to the true point of beginning. III • Z lA I , [t f E ;;11�� _ _ 0 • t v i . 0 • us • EXIUBI T"B" J . F-• cm TIFFANY PARK ELEMENTARY x — UNDEVELOPED AREA z a s s a • TAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 23 .... NORTH, RANGE 5 EAST, W.H.. IN KING COUNTY, WASHINGTON DESCRIBED w AS FOLLOWS: n7r_- n= J U J O BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 14, BLOCK 4 OF ,' n a . -,s • TIFFANY PARK ACCORDING TO THE PLAT RECORDED IN VOLUME 72 OF J,= ' PLATS, PAGES 7,8,AND 9 IN RING COUNTY, WASHINGTON; IHENCE NORTH 41°51'37" WEST ALONG THE NORTHEASTERLY BOUNDARY OF SAID PLAT, C C, 167.00 FEET TO THE MOST SOUTHERLY CORNER OF LOT 7, BLOCK 1 OF ,, TIFFANY PARK DIV. 2 ACCORDING TO THE PLAT RECORDED IN VOLUME 92 _, OF PLATS, PAGES 34,35, AND 36 IN KING COUNTY, WASHINGTON; IHENCE _ _= NORTH 45°59'43" EAST ALONG THE EASTERLY BOUNDARY OF SAID BLOCK =c 190.15 FEET; THENCE CONTINUING ALONG SAID BOUNDARY NORTH }r! -'=' • CO 04°38'30" EAST, 40.00 FEET; THENCE CONTINUING ALONG SAID BOUNDARY .17 J~ ao NORTH 01°58 '02" WEST, 65.17 FEET; THENCE CONTINUING ALONG SAID 5 0 G BOUNDARY NORTH 13°01'18" EAST, 98.29 FEET TO A POINT ON A CURVE ' V. TO THE LEFT HAVING A RADIUS POINT WHICH BEARS NORTH 13°O1'18" 1 c CD \ EAST, 2030.00 FEET, SAID POINT ALSO BEING ON THE SOUTHERLY MARGIN _,�, CD OF LAKE YOUNGS WAY S.E. , THE FOLLOWING COURSES AND DISTANCES ARE ALONG THE SOUTHERLY, WESTERLY, AND NORTHERLY MARGIN OF SAID -� SIREET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF r OIL°07'24", AN ARC DISTANCE OF 39.80 FEET; THENCE SOUTH 78°06'06"01 ! EAST, 539.12 FEET TO THE POINT OF A CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS SOUTH 11°53'54" WEST, 170.00 FEET; •• THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62°27'13", AN •s ARC DISTANCE OF 185.30 FEET; THENCE SOUTH 15°38'53" EAST,114.65 •' FEET TO THE POINT OF A CURVE TO THE RIGHI HAVING A RADIUS POINI ;' WHICH BEARS SOUTH 74°21'07" WEST, 220.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 67°45'10" AN ARC DISTANCE OF 2610.15 FEET; THENCE SOUTH 52°06'17" WEST, 77.43 FEET; THENCE LEAVING SAID STREET MARGIN NORTH 47°41'00" WEST, 53.64 FEET; J THENCE NORTH 42°19'00" EAST, 100.00 FEET; THENCE NORTH 06°09'06" :j WEST, 46.75 FEET; THENCE NORTH 47°41 '00" WEST, 97.00 FEET; THENCE . NORTH 42°19'00" EAST, 22.00 FEET; THENCE NORTH 47°41'00" WEST, 7q.00 FEET; THENCE NORTH 42°19'00" EAST, 78.00 FEET; THENCE NORTH 471°41'00" WEST, 158.00 FEET; THENCE SOUTH 42°19'00" WEST, 114.00 • FEET; THENCE NORTH 47°41'00" WEST, 85.00 FEET; THENCE SOUTH ' 42°19'00" WEST, 417.00 FEET TO THE NORTHEASTERLY LINE OF BLOCK 4 OF; SAID PLAT OF TIFFANY PARK; THENCE NORTH 47°41'00" WEST ALONG .'I SAID LINE 81.18 FEET TO THE POINT OF BEGINNING. j 1 E. CH,` .• CONTAINING 5.27 ACRES OR 229469 SQUARE FEET. i.. .:00' ,A 1.Is 'Fr • 'e ' �xZ. l r • : '1• . ,UW y`• '4 '( 11Y° 4.4/0I 409 SO. 3RD AVENUE KENT, WA 98032-5898 PRONE 206/856-2043 • k.• • O ..n 'r.:_.. s _._.,JaL:_. . ..•. . a •. 9R X g I1 d 0 .. r • :ti - RESOLUTION NO. 14-90/91 J I•— `:.1 J= 11.1 J g:• L1 C JF- WHEREAS, Dr. Gary F. Kohlwes, Superintendent of Schools of Renton School :f District No. 403, is charged with various duties and responsibilities by Chapter ::�. 28A.400 RCW and resolutions of the Board of Directors of the District; and - i4. -.La WHEREAS, in his temporary absence from the District it is important to ensure "+ rr= . the timely administration of such duties and responsibilities; '' 0 i I-- Tr NOW, THEREFORE BE IT RESOLVED, that George McPherson is hereby authorized `� i c I. to exercise all authority vested in the Superintendent during the Superintendent's •'1'• 0 absencelfrom the District during the 1990-91 school year. �...-1--' O ADOPTED by the Board of Directors of Renton School District No. 403 at the regular : • meeting held on June 12, 1991. .-, ri▪ r'I • In c1 1 i L A[L if IC ATTEST: arY - oh wen Secret to the Board #sl-91 0 IIII 1, • • • / • wIIDI RECORDIU)Hh3uIIY TO! Tiffany Park Elementary orrice'"r We c:uyClerk 212305-9057 Reninn Municipal Building I00 sill Avenue south PARTIAL SATISFACTION OF TAP, Renton.WA 914i1s5 HOOK-UP OR CONNECTION CHARGE ' r. WHEREAS, the City of Renton has previously adopted Ordinance No. 4321 providing for the< collection of tap,hook-up or connection charges for those connecting to the water or sewage ' 4-1 systems of the City,and WHEREAS,said charge was duly recorded pursuant to RCW 65.08.170,and - r, WHEREAS,said charge creates a lien on specifically defined properties,as described on attached e. Exhibit'A",and _ WHEREAS,a certain parcel of that property has fully satisfied its portion of those charges,and -. WHEREAS it is necessary that said pared be released from the lien created by said charges; r W NOW,THEREFORE,BE IT KNOWN: FA o That the tap,hook-up or connection charge has been partially satisfied and is fully rcicasedr ' vfrom any claim under that charge as to the following described real property: • Scc legal description for developed area described on attached Exhibit"B" • a i BUT1this release shall not impair the lien of the City of Renton as to other lands not previously I . described as having been released. cc I _l u W i Ul SIGNED this Z ry day o(C 1 l I • w '- SUCC fees paid for developed portion of Tiffany Park Elementary P1S7771 6/27/91 o O Water$25,863.64,Wastewater S I2,931.82,per Restrictive Covenant 9110070846. = I J • W 1- ce O i`r . BY: _ ' • ...►� : . =--ILynn .G tmann,Administrator • r¢ Plann g/ ilding/Public Works II xv' I S ti= f F . STATE OF WASHINGTON ) W 1- 1 ) SS ' m1-,I • COUNTY OF KING ) 0 b? On this day personally appeared before mc, .LVAbtl C.u/7"7 /4J,I/ t —Le) II to me I---. Ii known to be the "I rt/6/E /Pw A/1.1 )/JT�C4Ta4 and acknowledged to mc LA.1— •�' that !S�c was authorized to execute the within on Its behalf. That S4v further acknowledges 3 •I I executed the same as Am- free and voluntary act and deed, for the uses and `• purpciscs therein mentioned. E I 3= 1 GIVEN under my hand and official seal this '- day of4aZ _,4M. 19&L 1 " cuv 1/. R$1, i, i f . Notary Public in and for the;:a.. e ,) of Washington residing at .' ,•.L My appointment expires: 714-03 PARTIAL SATIii ACMOISI SIICr:ME )2•574/AMII/ld, 7 C1,4-4.600/6 7'" 'X3. _7.of j - `� t`:�L, ;, • :lip: --.c .• T', ( ' yI . m 17CIII111T"A' • TIFFANY PARK ELEMENTARY . LEGAL DESCRIPTION That portion of the southwest quarter of Section 21, Township 23 North, j {' Range 5 East, M.M., in King 'County, Washington described as follows: I i ivi Beginning at the most northerly corner of lot 14, block 4 of Tiffany Park I according to the plat recorded in volume b2 of plats, page 7, 8, and 9, in j King County, Washington; chance north 41 51'37" west along the northeasterly boundary of said plat, a distance of 167.08 feet; thence north 45 59'43" East, , a distance of 190.15 gcet; thence north 4 38'30" East, a distance of 40.00 f 1 w feit; thence north 1 58'02" West, a distance of 65.17 feet; thence north } w 13101'18" East, a distance of 98.29 feet, to a point on a curve concave north- i Zeasterly having a radius of 2,030.00 feet, from which the center bears north I ✓ 1301'15" east; thence southeasterly along said curve to the heft an arc length of 39.77 feet to the point of tangency, thence south 78 01'06" eeet. ; • a distance of 539.12 fees to the point of curvature of a curve to the right S " < of radius 170,00 feet; thence southeasterly along said curve of arc length F of 185.30 feet to the point of tangency; thence south 15 38'53" east, a s distance of 114.65 feet to the point of curvature of a curve to the right of radius 220.00 feet; thence southerly and southwesterly along said curve • Li= anlarc Length of 260.15 feet to the point of tangency; thfince south in s l 52101'17" West, a distance of 176.12 fees; thence south 48 34'40" West. a w u • distance of 81.22 feet; thence south 52 06'17" West, a distance of • "'o • - 23.75 feet, to a point on a curve concave southwesterly having a radius of ▪W 20.00 feet from which the center bears north 37°53'43" west said point being w• t l C the southerly point of curvature upon the southeasterly boundary of lot 22. g e . I in black 4 of said plat of Tiffany Park; thence northerly along the north- . >- •i 1".... ' easterly boundary of said plat, also being along said curve to the left an ;� . arc length of 34.83 feet, to she point of tangency; thence continuing a▪ a •• — along said boundary, north 47 41'00" West, a distance of 103.82 feet to the Z o ' CD most northerly corner of said lot 221 thence south 48 08'23" west ulung said _ N boundary, a distance of 122.64 feet to the most easterly corner of lot 19. Z i, I L7' black 4, of said Tiffany Park; thence north 47'41'00" west along said =ca • , boundary a distance of 422.18 feet to the true point of beginning. W SN• .LL-.f, . N . • t !!t . CO • • • • t ' • r . 1:' • , i� O - Z • I , • , ^ EXHIBIT"B" TIFFANY PARK ELEMENTARY DEVELOPED PARCEL r., IHAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 23 . NORTH, RANGE 5 EAST, W.H., IN KING COUNTY, WASHINGTON DESCRIBED . AS FOLLOWS: ., I COMMENCING AT THE MOST NORIHERLY CORNER OF LOT 14, BLOCK 4 OF u TIFFANY PARR ACCORDING TO THE PLAT RECORDED IN VOLUME 72 OF PLATS, PAGES 7,8, AND 9, IN KING COUNTY, WASHINGTON; THENCE SOUTH i 47°41'00" EAST ALONG THE NORTHEASTERLY LINE OF SAID BLOCK, 81.18 v FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 42°19'00" EAST 417.00 FEET; THENCE SOUTH 47°41'00" EAST, 85.00 FEET; THENCE • • NORTH 42°19'00" EAST, 114.00 FEET; THENCE SOUTH 47°41'00" EAST, 158.00 FEET; THENCE SOUTH 42°19'00" WEST, 78.00 FEET; THENCE • f- SOUTH 47°41'00" EAST, 78.00 FEET; THENCE SOUTH 42°19'00" WEST, 22.00 FEET; THENCE SOUTH 47°41.00" EAST, 97.00 FEEI; THENCE SOUTH • 06°09'06" EAST, 46.75 FEET; THENCE SOUTH 42°19'00" .WEST 100.00 u,~=. FEET; THENCE SOUTH 47°41'00" EAST, 53.64 FEET TO THE NORTHWESTER- - VI= LY MARGIN OF LAKE YOUNGS WAY S.E.; THENCE SOUTH 52°06'17" WEST • w u ALONG SAID MARGIN, 98.69 FEET; THENCE SOUTH 48°34'31" WEST ALONG J c E SAID MARGIN, 81.22 FEET; THENCE SOUTH 52°06'17" WEST ALONG SAID W I MARGIN, 23.75 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A wt.- RADIUS POINT WHICH BEARS NORTH 37°53'43" WEST, 20.00 FEET; SAID " u. C POINT ALSO BEING ON THE NORTHEASTERLY LINE OF BLOCK 4 OF SAID c I Lf) PLAT; THENCE ALONG SAID CURVE AND SAID LINE THROUGH A CENTRAL • w + N. ANGLE OF 99°47'17" AN ARC DISTANCE OF 34.83 FEET; THENCE NORTH _ 1-¢ ? • ,D 47°41'00" WEST ALONG SAID PLAT LINE, 103.82 FEET; THENCE SOUTH =c — 48°08'23" WEST ALONG SAID PLAT LINE, 122.64 FEET; THENCE NORTH 0 47°41'00" WEST ALONG SAID PLAT LINE, 341.00 FEET IO THE TRUE i= 1• Iv POINT OF BEGINNING. w ON C7�• •1. ( CONTAINING 205267.1 SQUARE FEET OR 4.71 ACRES . a w =In �� i E. 0 ` . 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