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LUA-05-074
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(..) ::J (.0 ';." .... => W <C a: CITY OF RENTON PLANNING / BUILDING / PUBLIC WORl{S MEMORANDUM 'Date: To: From: November 16, 2005 City Clerk's Office Stacy Tucker Subject: Land Use File Closeout PleClse complete the following Information to facilitate project closeout and Indexing by the City Clerk's Office. I(~~~j~~t;;~~~;~~~~'o_:::~-,"-~.,:c:~;"~~~-r;yl-~-~~PI'~::~~d~~~~~~~~'~-~-:~:'~~:~::==':~~-=:=~-=-~~~:'~::=1"11 ;1 LUA (file) N~mber: LUA-05-074, SA-A . I ll' Cross .. References: /11 ! AKA's: I Project tv'!anager: ~III Ding II I Acceptance Date: August 23, 2005 , Applicant: Larry Ramirez jl Owner: I_arry Ramirez I il Contact: Ted Thomas, Thomas Group : II PXD Number: ).623059017; 5126900215 II .: ERC Decl$lon Date: f: ERe Appeal Date: :! \, ii I II Administrative Approval: September 27, 2005 I i Appeal Period Ends: October 11, 2005 !! II Public. tiearlng Date: 11 Ii Date Appealed to I1EX: I :1 By Whom: JI HEX Declslc)n: Date: 1,1 Date APP, ealed to Council: II' : By Whom: i Council Decision: Date: \1 ! Mylar Reqlrdlng Number: -. . .. il I Project Descrlptlc;m: The applicant Is requesting Administrative Site Plan Approval for the /11 1: construction of a 672 sqtJare foot espresso stand and associated landscaping and other on-site I' Ii ImprOVements on a 25,910 square foot site zoned Commercial Neighborhood (CN). An existing I II espresso stand Is currently located on the subject site and Is proposed to be removed. The I: II proposed espresso stand would have two drlve-througll windows, one would be located along the :i II northern portion of the building and tile otller would be located along the southern portion of the II II building. '!I.ocatlon: 3404 Maple Valley HlghwetY I Comments: I .... -. PARTIES OF RECORD Larry's Maplewood Espresso LUA05-074, SA-A Ted Thomas Thomas Group 21025 Third Avenue S Des Moines, WA 98198 tel: 206-391-1025 (contact) Attn: Wendy Bluhm Maplewood Glen Neighborhood Association 3609 SE 5th Place Renton, WA 98058 tel: 425-277-3094 eml: 206-313-3731 (cell) (party of record) Updated: 09/07/05 Larry Ramirez 24207 237th Way SE Renton, WA 98038 tel: 206-778-9324 (owner / applicant) \ Stacy & Kirk Gleason 3616 SE 6th Street Renton, WA 98058 tel: 425-430-9835 (party of record) (Page 1 of 1) ·~ Kathy Keolker-Wheelcr. Mayor ' October 14, 2005 Ted Thomas Thomas Group 21025 Third Avenue S Des Moines, WA 98198 SUBJECT: Larry's Maplewood 'Espresso LUA05-074, SA-A Dear Mr. Thomas: CITY "F RENTON ., , PlanningIBuildingIPublicWorks Department Gregg Zimmerman P.E.,AdmlniStrator This letter is to' inform you that on October,J11",2005 the, appeal period ended ,'for the Administrative Site Plan' approval: No appeEiis were filed. This deCision is final and application for the appropriately required p~rmits m~y'p'roceed." " .' • -:" " 1;·,' •... ' ,_ The advisory notes and conditions ~f app'roval list'ad:,in the City of, R~nton R'eport and Decision ' dated September 27,2005 must be adhered t(:rdwing:construction' and prior to final ilispection. , , If you have any question!) regarding, the' repol1 and decision issued for this 'corKlitionalus(3' permit, please call me at (425) 4,30;7219.' , . , Sincerely, cjjJ ifd?--~II K: Di,ng l7 Associate Planner cc: Larry Ramirez I Owner' , Stacy & Kirk Gleason, Mapl~wood Glen Neighbqrhood Association I Parties of Record ----~~~~~~~~----~REN'TO·N 1055 South Grady Way -Renton, Washington 98055 ® This paper oontalns 50% recycled material, 30% post consumer AHEAD OF THE CURVll CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 28th day of September, 2005, I deposited in the mails of the United States, a sealed envelope containing Administrative Site Plan Report & Decision documents. This information was sent to: Ted Thomas, Thomas Group Contact Larry Ramirez Owner/Applicant Stacy & Kirk Gleason Parties of Record Maplewood Glen Neighborhood Assoc.-Attn: Wendy Bluhm Party of Record (Signatur. of s.nd.r)::>~~ STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act fqr-the u.2~C£nlf·"", purposes mentioned in the instrument. ~~~ ~"~~'~-<l '\ O . /) " ~~ .. ,~~\ON~':';',~O" Dated: ft)-(X; r OJ d/U.4-~ ~:~, ~""~/'I Notary Public in and for the State of W$ 'r'! 0 _--en ~ {. ~ ". PUBUC .: ; ;fd VI 4 h 11 R. . A Le K C/ I/. eLL r " 01 ..... .1 ro ..... & ;:' " ~~ .. 19 'd" r§. ..3 -/4 r o,b " 0·· .... ' y.~~ 4' , '\, 'Fwf:>SP _--"""''''1100.~- Notary (Print): My appointment expires: Larry's Maplewood Espresso LUA05-074, SA-A , REPORT City of Renton ' CONCU~n'k~ l OA"E~, .:.:-.~~ & Department of Planning / Building / Public Works I -",,«E. \ jO);~iW ./ DECISION I ..I, 12._ ~ ,;1 .·.~~.-'IJ~ ADMINISTRA TIVE LAND USE ACTION , " ---L-,.~,., .' .'--'" 1 DECISION DA TE: September 27,2005 - Project Name: Larry's Maplewood Espresso Applicant/Owner: Larry Ramirez 24207 23ih Way SE Renton, WA 98038 Contact: Ted Thomas Thomas Group 21025 Third Avenue S Des Moines, WA 98198 File Number: LUA05-074, SA-A Project Manager: Jill K. Ding, Associate Planner Project Description: The applicant is requesting Administrative Site Plan Approval for the construction of a 672 square foot espresso stand and associated landscaping and other on-site improvements on a 25,910 square foot site zoned Commercial Neighborhood (CN). An existing espresso stand is currently located on the subject site and is proposed to be removed. The proposed espresso stand would have two drive-through windows, one would be located along the northern portion of the building and the other would be located along the southern portion of the building. Project Location: 3404 Maple Valley Highway Exist. Bldg. Area SF: N/A Proposed New Bldg. Area: 672 sq. ft. Site Area: 25,910 sq. ft. (0.6 acres) Total Building Area SF: 672 sq. ft. Project Location Map SA-A05-074.doc ~ -, REPORT . City of Renton & Department of Planning / Building / Public Works DECISION ADMINISTRATIVE LAND USE ACTION DECISION DA TE: September 27,2005 Project Na.me: Larry's Maplewood Espresso Applicant/Owner: Larry Ramirez 24207237111 Way SE Renton, WA 98038 Contact: Ted Thomas Thomas Group 21025 Third Avenue S Des Moines, WA 98198 File Number: LUA05-074, SA-A Project Ma.nager: Jill K. Ding, Associate Planner Project Description: The applicant is requesting Administrative Site Plan Approval for the construction of a 672 square foot espresso stand and associated landscaping and other on-site improvements on a 25,910 square foot site zoned Commercial Neighborhood (CN). An existing espresso stand is currently located on the subject site and is proposed to be removed. The proposed espresso stand would have two drive-through windows, one would be located along the northern portion of the building and the other would be located along the southern portion of the building. Project Location: 3404 Maple Valley Highway Exist. Bldg. Area SF: N/A Proposed New Bldg. Area: 672 sq. 1t. Site Area: 25,910 sq. ft. (0.6 acres) Total BuiltJing Area SF: 672 sq. ft. Project Location Map SA-A05-074.doc City of Renton PIBIPW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27, 2005 ninistrative Site Plan Staff Report LUA05-074, SA-A Page 2 of 2 RT ONE: PROJECT DESCRIPTION/BACKGROUND The applicant is requesting Administrative Site Plan Review in order to construct a 672 square foot espresso stand and surface parking for 4 cars. The proposed espresso stand would have two drive-through windows, one located on the north side of the structure and the other located on the south side of the structure. The subject site is bounded on the south by the Maple Valley Highway (SR 169), on the west by Maplewood Place SE and on the north by SE 6th Street. The project area is zoned Commercial Neighborhood (CN) and is 25,910 square feet in area. An existing espresso stand located on the northeastern portion of the subject site is proposed to be removed. The subject property is located to the east of the Taco Time Corporate Offices and is subject to the Development Agreement approved for Taco Time (Recording Number 20000112000255), which requires site plan review for any size of development or redevelopment. Therefore, site plan review was required for the proposed espresso stand despite the size of the proposed espresso stand not triggering the requirements for site plan review per RMC 4-9-200C. The site is relatively flat with a maximum elevation change approximately one foot. The subject site is primarily vegetated with grass. The site is located within Aquifer Protection Zone 1 Modified and is within a seismic hazard area according to the City of Renton Critical Areas Maps. The landscape plan indicates the perimeter of the site will be landscaped primarily with Red Sunset Maple trees and lawn. In addition along the northern property line additional landscaping composed of Alaska Weeping Cedar and Oregon Grapes will be planted to provide a visual barrier for the residential neighborhoods located to the north of the subject site. Additional landscaping composed primarily of various shrub species and ground cover will be planted within the parking area, adjacent to the proposed structure. The structure is proposed at an approximate height of 17 feet. The front of the proposed building is oriented to the south, towards Maple Valley Highway (SR 169) and the rear of the building faces the parking area and SE 6th Street. Maplewood Place SE runs along the east property line of the subject site. Access to the site will be through two driveways, on is located along the southern portion of the site onto Maple Valley Highway (SR 169) and the other is located along the eastern property line onto Maplewood Place SE. In addition a driveway access will connect to the property to the west. T TWO: ADMINISTRATIVE LAND USE ACTION· REPORT & DECISION A. Type of Land Use Action XX Site Plan Review Conditional Use Special Permit for Grade & Fill B. Exhibits The following exhibits were entered into the record: Shoreline Substantial Development Permit Binding Site Plan Administrative Code Determination Exhibit 1: Yellow file containing: application, proof of posting and publication and other documentation pertinent to this request. Exhibit 2: Site, Drainage, Utility, and Paving Plan (dated April, 2005). SA-A05-074.doc ninistrative Site Plan Staff Report LUA05-074 SA-A Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Landscape Plan (revised August 3, 2005). North and South Elevations (dated March 12, 2005). East Elevation (dated March 12, 2005). West Elevation (dated March 12, 2005). Zoning Map Page F5 west (dated December 28,2004). C. Consistency with Site Plan Criteria Page 3 of 3 In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200.E of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers: 1. Conformance with the comprehensive plan, Its elements and policies; The subject site is designated Commercial Neighborhood (CN) on the City's Comprehensive Plan Land Use Map. The CN designation is intended to provide small scale, low-intensity commercial areas located within neighborhoods primarily for the convenience of residents who live nearby. Uses should be those that provide goods and services. In addition, a limited amount of residential opportunities should be provided. The proposal is consistent with the following CN Land Use Designation policies: Policy LU-42S. The small-scale uses of Commercial Neighborhood designated areas should not increase in intensity so that the character of the commercial area or that of the nearby residential area is changed. The proposed espresso stand would replace an existing espresso stand, and would not change the character of the commercial area. In addition, the applicant is proposing landscaping on the subject site, which would serve to screen the residential areas from the new espresso stand thereby reducing any negative impacts on the residential neighborhood associated with a commercial development. Policy LU-427. Commercial Neighborhood deSignated areas should consist primarily of retail and/or service uses. The proposed espresso stand is a retail use. Policy LU-430. Commercial structures in Commercial Neighborhood deSignated areas should be compatible with nearby residential areas in height, front yard setbacks, lot coverage, building deSign, and use. The proposed espresso stand will be compatible with the surrounding residential areas with regards to height, front yard setbacks, lot coverage, building design, and use. 2. Conformance with existing land use regulations; The subject site is designated Commercial Neighborhood (CN) on the City's Zoning Map. An espresso stand with an accessory drive-through is a permitted use within the CN zone. The compliance of the proposal with the development standards of the CN zone and Renton Municipal Code parking regulations is addressed below: Lot Coverage -The CN zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking. Approximately 5 parking spaces are proposed, and none of them will be provided within a structure. Based on the overall site area (25,910 square feet), the proposed 672 square foot building footprint would result in a 2% building lot coverage, which is well below the maximum coverage allowed in the CN zone. SA·AOS·074.doc City of Renton PIBIPW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27. 2005 ninistrative Site Plan Staff Report LUA05-074, SA-A Page 4 0{4 Setbacks - A minimum 10-foot building setback is required from the front and side yard along a street property lines, which may be reduced to 0 feet through the Site Plan Development Review process as long as no blank walls are located within the required setbacks. The maximum front yard setback permitted is 15-feet. No side or rear yard setbacks are required unless the lot abuts or is adjacent to a residential zone. The rear property line of the subject site is adjacent to a parcel zoned Residential - a dwelling units per acre (R-a), therefore a 15-foot minimum rear yard setback is required. The interior side yard is not abutting or adjacent to a residentially zoned property, therefore no interior side yard setbacks are required. The proposed espresso stand is setback 49 feet from the front property line, 43 feet from the rear property line, 131 feet from the interior side yard, and 64 feet from the side yard along a street, which complies with all of the minimum setback requirements. The proposed front yard setback of 49 feet exceeds the 15-foot maximum front yard setback permitted. The City has reviewed the proposed site plan and has determined that the 49-foot front yard setback may be permitted, as the proposed espresso stand would be replacing an existing legal non-conforming espresso stand at approximately the same location. Landscaping -The CN zone requires a minimum of 10 feet of on-site landscaping along street frontages except where reduced through the site plan review process. A 15-foot wide sight obscuring landscaped strip is the minimum amount of landscaping required along the street frontage when a commercial lot is adjacent to property zoned residential. The Development Agreement (KC Rec. # 20000112000255) also specifies that any development or redevelopment on the subject site shall install 10 feet of landscaping along street frontages and a 15-foot wide sight obscuring landscaped str'ip when a commercial lot is adjacent to a residential property. The development agreement provides for a modification of these standards when the project goes through a Hearing Examiner Site Plan Review process. A landscape plan was submitted with the site plan review application. The proposed landscape plan proposes a minimum of 10 feet of landscaping along the Maple Valley Highway (SR 169) and Maplewood Avenue SE street frontages, which consists of Red Sunset Maple and lawn areas. A 15-foot wide sight obscuring landscaped strip is proposed along the site's northern property line, which abuts SE 6th Street and is adjacent to residentially zoned property. The sight obscuring landscaped strip consists of Alaska Weeping Cedar and Red Sunset Maple trees, Oregon Grape shrub species, and Kinnikinick ground cover species. An additional 50-foot wide landscaped area is located along the site's western property boundary and consists of lawn. Additional landscaping requirements applicable to the site are found in RMC Section 4- 4-4-0aO.F.7 Parking Requirements. Within parking areas, any landscaped area shall be a minimum of 5 feet in width. A 2-foot wide planter strip is shown on the landscape plan south of the proposed espresso stand, which is below the 5-foot minimum landscaped area width required. Therefore, staff recommends as a condition of site plan approval that the landscape plan be revised to either eliminate the 2-foot wide planter strip located to the south of the proposed espresso stand or widen the planter strip to the 5-foot minimum width and identify appropriate landscaping. If the applicant wishes to clearly distinguish a travel lane from the stacking spaces, a curb may be used in place of a planter strip. SA·A05·074.doc City of Renton PIBIPW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27, 2005 ninistrative Site Plan Staff Report LUA05-074, SA-A PageS 015 A minimum of 15 square feet of landscaping per parking space shall be required for parking lots with between 1 and 25 spaces, The submitted site plan indicates that 5 parking spaces are proposed, therefore a minimum landscaped area within the parking lot totaling 75 square feet is required (5 spaces x 15 square feet = 75 square feet). The landscape plan submitted by the applicant indicates that a total of 857 square feet of landscaping is proposed within the parking area, which complies with the minimum requ i rements. Street trees shall be planted at an average minimum rate of 1 tree per every 30 lineal feet of street frontage. The site plan indicates the proposed parking lot has a 238-foot lineal street frontage along Maple Valley Highway (SR 169), a 90-foot lineal street frontage along Maplewood Avenue SE, and a 21 O-foot street frontage along the site's SE 6th Street frontage, Therefore, a total of 8 street trees would be required along the site's Maple Valley Highway frontage, 4 street trees would be required along the site's Maplewood Avenue SE frontage, and 7 street trees would be required along the site's SE 6th Street frontage, The applicant has proposed 8 street trees (Red Sunset Maple) along the Maple Valley Hwy street frontage, 4 street trees (Red Sunset Maple and Alaska Weeping Cedar) along the Maplewood Avenue SE street frontage, and 18 street trees (Red Sunset Maple and Alaska Weeping Cedar) along the SE 6th Street frontage, which complies with the minimum street tree requirements. The planting requirements for the interior and perimeter of the parking area are as follows: in addition to street trees, at least 1 tree shall be planted for every 6 parking spaces, shrubs shall be planted at a rate of 5 shrubs per 100 square feet of landscape area (50% of the shrubs planted may be deciduous), ground cover shall be planted in sufficient qualities to provide at least 90% coverage of the planting area within 3 years of installation, and no parking stall shall be located more than 50 feet from a landscaped area. The applicant proposes planting beds west and east of the espresso stand. Flowering plum trees, Rhododendron 'Unique', and Emerald Green Arborvitae would be installed to break up the parking area and screen the dumpster, The landscape plan submitted by the applicant is appropriate for the envisioned development and meets or exceeds each of these requirements. All landscaped areas are required to be irrigated with an underground irrigation system. The proposed landscape plan includes details for an underground irrigation system, which complies with this requirement. Height -The CN zone and the Development Agreement allow a maximum building height of 35 feet. The proposed 1-story structure would have a maximum height of 17 feet to the top of the pitched roof, which is below the 50-foot maximum height permitted. Screening -The submitted building elevations indicate that there will be no visible rooftop equipment to screen. The site plan submitted indicates that a dumpster will be located near the eastern fayade of the proposed espresso stand. The proposed enclosure must be screened by a 6-foot high wall or fence. Screening details were submitted for the 6-foot fence to surround the dumpster area. The fence material proposed is hardi plank mount on treated plywood, In addition, the dumpster enclosure area will be surrounded on three sides by landscaping to further screen the dumpster from view. Pedestrian Connections -All development in the CN zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances. Staff SA-A05-074.doc City of Renton PIBIPW Department Larry's' Maplewood Espresso REPORT AND DECISION OF September 27, 2005 nlnistrative Site Plan Staff Report LUA05-074, SA-A Page 6 0(6 recommends as a condition of site plan approval that the site plan be revised to show a direct and clear pedestrian connection from the sidewalks to the building entrance. Parking -The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to certain uses. Drive-through retail or service requires 5 stacking spaces per window. Stacking spaces shall not obstruct required parking spaces or ingress/egress within the site or extend into the public right- of-way. The submitted site plan identifies 5 stacking spaces for each window proposed for the espresso stand. The proposed stacking spaces do not obstruct required parking or access in and around the subject site and may therefore be approved. The parking regulations do not specify the number of on-site parking spaces required for an espresso stand. The site plan submitted by the applicant proposes 5 on-site parking spaces (of which one is ADA accessible). The City has reviewed and approves the proposal for 5 parking spaces on-site for the espresso stand. All code required spaces must comply with parking regulations, which specify standard parallel stall dimensions of 9 feet x 23 feet. An aisle width of 10 feet is required for parallel parking stalls with one-way circulation. ADA accessible stalls must be a minimum of 8 feet in width by 23 feet in length, with an adjacent 8-foot wide access aisle for van accessible spaces. The proposed standard parking spaces comply with the minimum width dimension, however the length proposed is less than the 23 feet required. In addition, the ADA accessible stall meets the minimum width of 8 feet, however the minimum length is less than the 23 feet required. In addition the 8-foot wide van access aisle shall be located between the car and the curb along the length of the parking space, not at the rear of the parking space as shown on the submitted site plan. Therefore, staff recommends as a condition of approval that the site plan should be revised to show parking stalls that comply with the appropriate stall dimensions and that the ADA accessible stall be revised to comply with the ADA requirements for dimensions and aisle access. A revised site plan shall be submitted at the time of building permit review. 3. Mitigation of Impacts to surrounding properties and uses; Currently, the subject site is developed with an existing espresso stand. The proposal will improve the character of the site, as the proposal is to replace the existing espresso stand with a new espresso stand and associated improvements including paving, parking, and landscaping. Impacts to surrounding properties and uses are expected to be minimal. There are potential short-term impacts to adjacent businesses and nearby residents (e.g., noise), which would result from the construction of the project. These impacts will be mitigated by the applicant's construction mitigation plan, which limits work and haul hours to those permitted by City Code. 4. Mitigation of Impacts of the proposed site plan to the site; The proposed structure will be located at approximately the same location as the existing espresso stand. The submitted site plan proposes to pave the existing gravel site and stripe the parking area provided. In addition the landscape plan indicates that sufficient street trees will be planted along the site's Maple Valley Highway and Maplewood Avenue SE street frontages to buffer the proposed structure from the noise and visual impacts of traffic on the Maple Valley Highway. In addition, a 15-foot wide landscaped SA-A05-074,doc City of Renton PIB/PW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27. 2005 ninistratlve Site Plan Staff Report LUA05-074, SA-A Page 7 of 7 visual barrier is proposed along the site's northern property line to buffer the adjacent residential properties from the proposed espresso stand. According to the City's sensitive area maps, the subject site is located within a seismic hazard area. The applicant submitted a geotechnical report prepared by Associated Earth Sciences, Inc. dated August 2, 2004. The report concluded that the soils located on the subject site have a low potential for liquefaction and therefore did not require any liquefaction mitigation measures. The report did provide recommendations for erosion control, site preparation, foundation support, fill, drainage, and design and construction monitoring. 5. Conservation of area-wide property values; The proposal would allow existing uses to continue operating in their present locations and proposes to replace and existing espresso stand and gravel lot with a new espresso stand, landscaping, and parking improvements. The proposal is anticipated to conserve or enhance property values in the vicinity. 6. Safety and efficiency of vehicle and pedestrian circulation; The proposed project would have direct access onto Maple Valley Highway and Maplewood Avenue SE through commercial driveways. In addition, the subject site also proposes to connect to the parking lot of the property to the west of the subject site. This project shall be required to install street improvements including 5-foot sidewalks, streetlights, and street signs if not already in place as determined at building permit review. The proposed development is expected to maintain the safety and efficiency of pedestrian and vehicle circulation on the site. The applicant will not be required to pay a traffic mitigation fee as the proposed espresso stand would replace an existing espresso stand and is not expected to generate additional traffic on the City's street system. 7. Provision of adequate light and air; The proposed building is designed appropriately to allow adequate light and air circulation to the building and the site. The design of the building will not result in excessive shading of the property. In addition, there is ample area surrounding the building to provide for normal airflow. A lighting plan was not submitted with the application materials. As a condition of Site Plan Approval the applicant shall provide a lighting plan that will provide lighting to adequately provide for public safety without casting excessive glare on adjacent properties. The plan shall be reviewed at the time of building permit review. 8. Mitigation of noise, odors and other harmful or unhealthy conditions,' The proposal is not expected to create any harmful or unhealthy conditions. Noise, dust, and odors, which may result from the temporary construction on the site, will be mitigated by the applicant's construction mitigation plan and code requirements for the use of Best Management Practices. 9. A val/ability of public services and facilities to accommodate the proposed use; Water -The site is currently supplied by and connected to the City of Renton water system. The project site is located in the 196-water pressure zone. The static pressure is approximately 54 at street level. Domestic meters that exceed 75 psi shall install a pressure reducing valve. The site is within Aquifer Protection Zone 1 Modified. There is SA·A05·074.doc City of Renton PIB/PW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27, 2005 ninistrative Site Plan Staff Report LUA05-074, SA-A Page 80f8 an existing 16-inch watermain located within SE 6th Street. A watermain extension will not be required to be installed for the proposed espresso stand. The preliminary fire flow is 1,500 GPM, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. An additional fire hydrant will be required to be installed by the applicant to meet the fire flow requirements. The applicant shall provide documentation that the project has approval from the King County Health Dept. for the proposed site location. Such documentation shall be provided at the time of building permit review. The Water System Development Charges are $0.213 per square foot gross area if not previously paid. These fees are triggered if the project is required to install a new water service line. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. The proposed project will be reviewed to determine how much redevelopment credit applies. Sewer -The site is currently connected to the City of Renton sewer system. There is an existing 15" sanitary sewer main in SE 6th Street. A sanitary sewer main extension is not required for this project. If the King County Health Dept. requires this project to have potable water onsite then the project shall install a sidesewer from the main to the structure. The Sanitary Sewer System Development Charges are $0.126 per square foot. These charges are triggered 11 the project is required to install a sidesewer. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. The proposed project will be reviewed to determine how much redevelopment credit applies. Surface Water - A storm drainage report and drainage plans prepared in accordance with the requirements of the 1990 King County Surface Water Design Manual are required for the proposed espresso stand. A conceptual drainage report prepared by Warner Engineering dated November 18, 2004 was submitted with the project application. The submitted report concludes that the proposed project will not add additional impervious surface to the site and is therefore exempt from stormwater quantity and quality improvements. The storm drainage for the site will sheet flow from the site into the Factory Avenue N right-of-way. Downspouts will discharge into the parking pavement area and sheet flow as well. The City's Plan review section has reviewed the applicant's drainage report and concurs with its conclusions. The site is located in Aquifer Protection Zone 1 Modified and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility (RMC 4-3-050H2d(i)). A fill source statement (RMC 4-4-060L4) is required if more than 50 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-030C7) shall be followed if, during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3) -Biofiltration, retention ponds, infiltration, and drainage ditched and channels are prohibited. New pipes shall meet pipelines specification in 4-3-050S. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. This is not intended to be a complete list of the APA requirements nor does this information substitute for the full ordinance, it is only intended to guide the applicant to the City of Renton codebook. SA·AD5·D74.doc City of Renton P/B/PW Department Larry's Maplewood Espresso ninistrative Site Plan Staff Report LUAOS·074, SA·A REPORT AND DECISION OF September 27, 2005 Page 90f9 The project will be required to pay the Surface Water System Development Charges of $0.249 per square foot of new impervious area. This fee is also collected prior to the issuance of the construction permit if there is one or prior to issuance of a building permit. -' 1 D. Prevention of neighborhood deterioration and blight. No deterioration or blight is expected to occur as a result of the proposal. The site will be developed with an espresso stand and associated parking and landscaping improvements. Surface parking will be provided and sufficient spaces are proposed for the proposed espresso stand use. Landscaping is proposed to complement the site 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 Site Plan Approval for the Larry's Maplewood Espresso project, File No. LUA05-074, SA-A. 2. 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. 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan land use designation of Commercial Neighborhood (CN). 4. Zoning: The Site Plan as presented, complies with the zoning requirements and development standards of the Commercial Neighborhood (CN) Zoning designation, provided all conditions of approval are satisfied. 5. Existing Land Uses: Land uses surrounding the subject site include: North: Residential - a dwelling units per acre (R-a) zoning; East: Commercial Neighborhood (CN) zoning; South: Residential - a dwelling units per acre (R-a) zoning; and West: Commercial Neighborhood (CN) zoning. 6. Environmental (SEPA) Review: Not Applicable E. Conclusions 1. The subject 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 Commercial Neighborhood (CN) and the Zoning designation of Commercial Neighborhood (CN). F. Decision The Site Plan for the Larry's Maplewood Espresso project, File No. LUA05-074, SA-A, Is approved subject to the following conditions: SA-A05-074.doc City of Renton PIBIPW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27. 2005 ninistratlve Site Plan Staff Report LUA05-074, SA-A Page 10 of 10 1. The site plan shall be revised to show a direct and clear pedestrian connection from the sidewalks to the building entrance. A revised site plan showing the pedestrian connection shall be submitted at the time of building permit review. 2. The site plan shall be revised to show parking stalls that comply with the appropriate stall dimensions and the dimensions of the ADA accessible stall shall be revised to comply with the ADA requirements for dimensions and aisle access. A revised site plan shall be submitted at the time of building permit review. 3. The development of the subject site shall comply with the recommendations found in the geotechnical report prepared by Associated Earth Sciences, Inc dated August 2, 2004. 4. The applicant shall provide a lighting plan that will provide lighting to adequately provide for public safety without casting excessive glare on adjacent properties. This plan shall be submitted at the time of building permit review. 5. The landscape plan shall be revised to either eliminate the 2-foot wide planter strip located to the south of the proposed espresso stand or widen the planter strip to the 5- foot minimum width. A revised landscape plan showing either the elimination of the 2- foot planter strip or a 5-foot wide planter strip with the appropriate landscaping identified. If the applicant wishes to clearly distinguish a travel lane from the stacking spaces, a curb may be used in place of a planter strip. The revised landscape plan shall be submitted at the time of building permit review. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: September 27, 2005 SIGNATURE: Nell Watts, Development Services Director SA-A05-074.doc City of Renton PIB/PW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27, 2005 Advisory Notes to Applicant: nlnistratlve Site Plan Staff Report LUA05-074, SA-A Page 11 of 11 The following notes are supplemental Information provided In conjunction with the environmental determination. These notes are provided as Information only, they are not subject to the appeal process for administrative determinations. Planning 1. RMC section 4-4 .. 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock p.m. No work shall be permitted on Sundays. 3. Separate plans and permits are required for the installation of signs. Fire Department 1. The preliminary fire flow is 1,500 GPM. One hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. All hydrants shall have a Stortz fitting. Plan Review -Water 1. Water System Development Charges of $0.213 per square foot of gross area of property may be required if not previously paid. The Development Charges are collected as part of the construction permit. Please note that if the parcel currently has water service, it is eligible for a prorated system development charge. Plan Review -Sanitary Sewer 1. System Development Charges (SDC) are $0.126 per gross square foot of property for the commercial use. These fees are collected at the time of construction permit issuance. Please note that if the parcel currently has sewer service, it is eligible for a prorated system development char e. SA-ADS-D74.doc City of Renton PIBIPW Department Larry's Maplewood Espresso REPORT AND DECISION OF September 27, 2005 .11inistrative Site Plan Staff Report LUA05-074, SA-A Page 12 of 12 TRANSMITTED this 2'J1 day of September, 2005 to the owner, applicant and parties of record: Larry Ramirez( owner/applicant) 24207 23ih Way SE Renton, Washington 98038 Ted Thomas (contact) Thomas Group 21025 Third Avenue S Des Moines, Washington 98198 Stacy & Kirk Gleason (party of record) 3616 SE 6th Street Renton, Washington 98058 Wendy Bluhm Maplewood Glen Neighborhood Assoication 3609 SE 5th Place Renton, WA 98058 TRANSMITTED 27h day of September, 2005 to the following: Jennifer Henning, Development Planning Larry Meckling, Building Official S. Engler, Fire Prevention Gregg Zimmerman, PBPW Administrator 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 October 11, 2005. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8- 110.E. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. SA·A05·074.doc o g o :> o 8: ~ ~ -Jo • n.~~ ~~2 (/)~~ . ... & ~ 0:: ~ S a Ii U lI! if ~ ~I j~ ;1 nnn if IFh ~~ n~i~ tt I g Ii ! i .""'." .II: Iii ::;. > I -.. ,,,.till! ,--~ -f Wi WjiJJ)~ 4-, it' L--------wr."'~~ PRfVAlL OR1I£WAY AND PARKINC SECTION _1$ EXlRUIlED ASP!W.T OR CDI£NT CONC!lfJf CURB • ND1C: rtF' OF aJRB 0 DID1£D Y APF'RtlAOt CEMENT CONCRETE VERTICAL CURB AND GUTTER N.LS. -~. ~-~..>- IF NrtAL ~ .. TU:TlSID ~ . \/lTHU2-sp~ #' COIDd • wa:; -7vsL !&IS, ~ CEMENT CONCRETE SIDEWAlK ACCESSIBLE ROUTE DETAILS ~ ~~~ -<r..,."'-... 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DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM September 6, 2005 Jill Hall Arneta Henninger X7298 LARRY'S MAPLEWOOD ESPRESSO 3404 MAPLE VALLEY HWY LUA 05-074 I have reviewed the application for this proposed espresso building located in Sect. 16, Twp. 23N, Rng. 5Eand have the following comments. WATER: • The site is located in the Aquifer Protection Zone 2. • The project site is located in the 196 Water Pressure Zone. The static pressure is approximately 54 at street level. Domestic meters that exceed 75 psi shall install a pressure reducing device. • There is an existing 16" watermain in SE 6th St. See City of Renton water drawing W916 for details. • A watermain extension will not be required to be installed for this espresso stand. An additional fire hydrant will be required to be installed by the applicant to meet the fire flow requirements. • The applicant shall provide documentation that project has approval from the King County Health Dept. for site location. • The Water System Development Charges are $0.213 per square foot gross area if not previously paid. These fees are triggered if the project is required to install a new water service line. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. SANITARY SEWER: • There is an existing 15" sanitary sewer main in SE 6th St. • A sanitary sewer main extension is not required for this project. Larry's Espresso Application Page 2 • If the King County Health Dept. requires this project to have potable water onsite then the project shall install a sidesewer from the main to the structure. • The Sanitary Sewer System Development Charges are $0.126 per square foot. These charges are triggered if the project is required to install a sidesewer. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies. STREET IMPROVEMENTS: • Per City of Renton code, street improvements are required along the frontage of the parcels being developed. Street improvements, including 5 foot sidewalks, streetlights, and street signs will be required along SE 6th St and the portion of R-O-W between SE 6th St and Maple Valley Hwy, if not already in place. DRAINAGE: • A storm drainage report designed in accordance with the 1990 King County Surface Water drainage Manual is required for this project. The project will be required to pay the Surface Water System Development Charges of $0.249 per square foot of new impervious area. This fee is also collected prior to the issuance of the construction permit if there is one or prior to issuance of a building permit. Larrysmaplewoodpa City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?1Cl() ~t tL0 COMMENTS DUE: SEPTEMBER 6, 2005 APPLICATION NO: LUA05-074 SA-A DATE CIRCULATED: AUGUST 23,2005 APPLICANT: Larry Ramirez PROJECT MANAGER: Jill Hall PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Arneta HennlnQer SITE AREA: 25,910 square feet BUILDING AREA (gross): 625 sCJuare feet LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77441 SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet in area. The subject site is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element o( the Probable Probable More Element o( the Probable Probable More EnvIronment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Healtll Public Services Energyl HlstorlclCultural Natural Resources Preservation Airport Environment 10,000 Feet 14 000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas where ddltlonalln ormation Is needed to prope yassess this proposal. ,---& 2-0 ~.J Dale 5Jta,.l{ / City of Renion Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 5lH"..&a:J W~~ COMMENTS DUE: SEPTEMBER 6, 2005 APPLICATION NO: LUA05-074 SA-A ' DATE CIRCULATED: AUGUST 23, 2005 APPLICANT: Larry Ramirez PROJECT MANAGER: Jill Hall PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Ameta Henninger· SITE AREA: 25910 sJluare feet BUILDING AREA (gross): 625 square feet LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77441 SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet in area. The subject site is located within the Commercial Neighborhood (CN) zoning deSignation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Elomont of tho Probablo Probablo Moro Elomont of tho Probablo Probablo More Envlronmont Minor Major Information Impacts Impacts Nocossary EnvIronment Minor Major Information Impacts Impacts Necessary Earth Houslna Air Aesthellcs Water LlghllGlare Plants Recreation LandlS/loreline Use Utilities Animals Transportation Environmental Health Public Services Energyl Historic/Cultural Natural Resources Preservation Airport Environment 10.000 Feet 14 000 Feet e. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We Ilave reviewed tills app . ation with parilcular attention to those EIreas In which we have experiise and have Identified areas of probable Impact or areas where addltlonalln~ ation Is needed to properly, assess this proposal. ____ ."...,---,----:-=-:---,--+--:-:-:--:-~~~/I_~+___ It ~ (}.J' Signature of Director Date City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: T mnsa-J~'(y"\ COMMENTS DUE: SEPTEMBER 6, 2005 • APPLICATION NO: LUA05-074, SA-A DATE CIRCULATED: AUGUST 23,2005 APPLICANT: Larry Ramirez PROJECT MANAGER: Jill Hall PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Arneta Hennl~er· SITE AREA: 25910 square feet BUILDING AREA (gross): 625 square feet LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77441 SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet In area. The subject site is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces Including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary EnvIronment Minor Major Information Impacts Impacts Necessary Earth Houslna Air Aesthetics Water LlghtIGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energyl Historic/Cultural Natural Resources Presenratlon Airport Environment 10.000 Feet 14 000 Feel B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application Wit/I particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas where additional Information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date --------------------~.~------------------------ ?ROJECT LUA-05-074, SA-A Larry's Maplewood Espresso City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENTAL APPLICATION REVIEW SHEET ( POLICE RELATED COMMENTS 13.9 Police Calls for Service Estimated Annually CONSTRUCTION PHASE Theft from construction sites is one of the most commonly reported crimes in the City. To protect· materials and equipment it is recommended that all materials and tools be locked up when not in use. The site should have security lighting, and any construction trailer or storage area should be completely fenced-in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective criminal and will demonstrate that the area is private property. Construction trailers should be kept locked when not in use, and should be fitted with heavy-duty deadbolts with a minimum 1-1/2" throw when bolted. Glass windows in construction trailers should be shatter-resistant. Toolboxes and storage containers should be secured with heavy-duty padlocks and kept locked when not in use. No Trespassing signs should be posted on the property during the construction phase. These signs allow officers, upon contact, to provide a verbal warning to trespassers that should they be contacted on the property again, they could be cited and/or arrested. COMPLETED STRUCTURE All exterior doors should be made of solid metal or metal over wood, with heavy-duty,·deadbolt locks, latch guards or pry-resistant cylinders around the locks and peepholes. It's common for businesses of this type to be targeted for burglary by the prying of the doors. If glass doors are used, they should be fitted with the hardware described above and additionally be fitted with a layer of security film. Security film can increase the strength of the glass by up to 300%, greatly reducing the likelihood of breaking glass to gain entry. It's important to situate the stand in such a way that the drive-up windows are facing common traffic thoroughfares. Maple Valley Highway is a heavily traveled road and robbery prevention m~asures should be considered. Keep the cash register empty after hours, with the empty till drawer exposed is recommended. Any tip jars should be emptied and kept out of view after hours. All areas of this project need to have adequate lighting, especially in light of the fact that it may be targeted for burglary due to the isolation of the location following commuter hours. The installation of a burglary alarm is recommended. Due to the nature of this being primarily a "cash business" frequent bank runs (or at minimum, a drop safe) is recommended. Landscaping should be installed with the objective of allowing visibility -not too dense and not too high. Too much landscaping will make customers and employees feel isolated and will provide criminals with concealment to commit crimes such as burglary and malicious mischief (property destruction). City of Renton Department of Planning / Bui/ding / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: SEPTEMBER 6 2005 APPLICATION NO: LUA05-074, SA-A APPLICANT: Lar Ramirez PROJECT TITLE: resso SITE AREA: 25910 s uare feet LOCATION: 3404 Maple Valley Hwy SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet in area. The subject site Is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces Including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Eloment of the Probable Probable More Elemont of the Probable Probable More Environment Minor Major Information Impacts Impacts Nocossary Envlronmont Minor Major Information Impacts Impacts Necessary Earth Houslna Air Aesthetics Water LiahtIGlare Plants Recreation LancilShoreline Use Utilities Animals Transportation Environmental Health Public Services ........ Energy/ Hlstorlc/Cullural Natural Resources Preservation Airport Environment 10,000 Feet 14 000 Feet /3 . .3., Qk:5 J..S..f . arJn¥ 1'-7!- B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas where additional Information is needed to properly assess this proposal. CfJeJv0 ,?r2~-~r Signature of Director or Authorized Representative Date ~ ~ City of Renton Department of Planning / Bui/ding / Public Works EN V I RON MEN TAL & DE VEL 0 PM E NT A P P LIe A T ION REV lEW SHE E T REVIEWING DEPARTMENT: P ~ COMMENTS DUE: SEPTEMBER 6, 2005 APPLICATION NO: LUA05 .. 074, SA-A DATE CIRCULATED: AUGUST 23,2005 APPLICANT: Larry Ramirez PROJECT MANAGER: Jill Hall PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Arneta HennlnQer· SITE AREA: 25910 square feet BUILDING AREA (Qross): 625 square feet LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77441 SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet In area. The subject site is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces Including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probllble Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LlahtIGlara Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10.000 Feet 14 000 Feet C. We have reviewed this application Wltll particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas wh?re add ional infonnation Is nee to property assess this proposal. · " .. DATE: TO: FROM: SUBJECT: MITIGATION ITEMS: FIRE DEPARTMENT MEMORANDUM August 24, 2005 Jill [-Tall, Associate Planner , IJJ James Gray, Assistant Fire Marshal jv(j Larry's Maplewood Espresso, 34041£raple Valley Hwy. I. A fire mitigation fee of$325.00 is required based on $.52 per square foot of the bu i !cling square footage. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1500 GPM, one hydrant is required with 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. Please feel fTee to contact me if you have any questions. i: \larrymaplewooc!csperc. doc City of Renton Department of Planning / Buiiding / Publio Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fin:.-COMMENTS DUE: SEf fe'l\II~l.EB"6ir2005,\17 rr;; r::'\ APPLICATION NO: LUA05"074, SA-A DATE CIRCULATED: AL l.J$\ ,~ ,:::: L::I U IJ l!::I APPLICANT: Larry Ramirez PROJECT MANAGER: JI ~~ • "'" .... "",.~ PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Arneta H nlrh er. I\U\J 'ol 'uu~ L-I SITE AREA: 25,91 ° square feet BUILDING AREA (gross): 625 s 1m'rmif~~1 1"\1: C c: TrH LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77411 FIRE DEPARTMENT SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet In area. The subject site is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Nocessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Waler Lil1htIGlare Plants Recreation LancVShoreline Use Utilities Animals TransoortBtlon Environmental Health Public Services Energy/ HlstorlclCultural Natural Resources Preservation Airport Environment 10,000 Foel 14000 Foot B. POLICY-RELATED COMMENTS C. CODE·RELATED COMMENTS \' ~ till COI14 M II1!t, plication with partlc I r attention to those areas in which we have expertise and have dentlfled areas of probable Impact or ormation is needed Q roperlyassess this proposal. Date City of Re"um Department of Planning / Building / Public 11\-.." ,(5 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Car\5Wu.di 0'"'\ COMMENTS DUE: SEPTEMBER 6, 2005 APPLICATION NO: LUA05·074 SA·A DATE CIRCULATED: AUGUST 23 2005 APPLICANT: Larry Ramirez PROJECT MANAGER: Jill Hall PROJECT TITLE: Larry's Maplewood Espresso PLAN REVIEW: Arneta Henninger SITE AREA: 25,910 square feet BUILDING AREA (gross): 625 square feet LOCATION: 3404 Maple Valley Hwy I WORK ORDER NO: 77441 SUMMARY OF PROPOSAL: Administrative Site Plan Review for a 625 square foot espresso stand with two drive·through windows on two parcels totaling 25,910 square feet in area. The subject site Is located within the Commercial Neighborhood (eN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces Including 1 ADA accessible space are proposed to serve the new espresso stand. A. ENVIRONMENTAL IMPACT (e,g, Non-Code) COMMENTS Elomont of tho Probable Probable Moro Element of the Probable Probable More Environment MInor Major Information Impacts Impacts Necessary Environment MInor Major InformatIon Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14000 Feet B. POLICY-RELA TED COMMENTS C. COD~,ELA .T ,E.AD ~ CO~~S~ '-J , T" y""P1 ~ ~ -7" r ~ ,jk'Ji? 3 me.... J ~31'J41 <!../ t:l<Jd3 (..II'~,. ~.;J-A/£c.... We have reviewed this application with particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas w re additional Information Is needed to roperly assess this proposal. '- Date A Maltar Application hOI boan iliad and aocoplod wllh tho Dovolopment Borvlao. DMIIon of tho City of Ronlon. Tho following brloflv dOlcrlbal tho applloatlon and tho nocollary Publlo Approvall. PROJECT NAMI!INUMBER: Larry'. Mnplewood e.pro .. o / LUA05'()74. SA-A PROJECT DeSCRIPTION: AdmlnlSlralivo SliD Plan Reviow lor a 625 squaro 1001 osprosso aland with two drl\lo·lhrough windows on two parcola lotoling 25,910 squoro loot In orono Tho lIub/oat ella la located within Iho CommQrolnl NolghbOrhood leN) zoning doalgnatlon. Accoos to tho ospresso oland would bo prO\lldod \lla two drlvoway oenese pointe, ana onto Maplo Volloy Highway (SA 169) and ono onto Maplowood Avonue S. 6 parking spaces inCluding 1 ADA ocoo881blo apoca oro propo8od 10 80rvO Iho now osproaao aland. PROJECT LOCATION: 3404 Maplo Volley Highway PUBLIC APPROVALS: AdmlnlstrDllvo Site Plan opprovnl APPLICANT/PROJBCT CONTACT PERSON: Tod Thoma •• Thom .. Group: Tal: (200) 391-1025 Commentft on tho obovo applloatlon must be submlttod In wrhlng taJUI Hall, AlOoolalO Plannor, Development Sorvicos Dlyl.lon. 1055 Soulh Grody Way. ROnlon. WA 98055. by 5:00 PM on Seplombor 8.2005. II you hoYO que.llone aboul this proposDI, or wlah to be mode n party 01 rocord and rooolvo additional notlllcnlion by mon, contDcllho Projoct Managor at (426)430·7219. Anyono who Dubml1s wrlnen oommonta will DUlomotlcally booomo a porty 01 rocord and will bo nalilled 01 any daol.lon on Ihl. projecl. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOTICE OF CO~PLETE APPLICATION: DATE OF NOTICE OF APPLICATION: RC ~ R-14 June 21,2005 August 23, 2009 August 23, 2009 II you would Ilke 10 bo modo 0 porty of rQCord 10 rOCONe lunhor Information on Ihla proposod proJoct. complete Ihls lorm and rDlurn to: City 01 Ronlon, Dovolopmont Planning, 105S South Grady Way, Ranlon, WA 09066. File Name/ No.: Lorry" Moplowood E.pr ... o / LUA05'()74. SA-A NAMe: ____________________________________________________________ _ MAltiNG ADDRess: ________________________________________________ __ TELEPHONE NO.: ______________________ _ CERTIFICATION -_ ........ ",'\ -----R AL12 \,\\ .:" ~~ .......... ~-1A. " C\ \ d ~ .:' :-..~ "'~\ON ~t':"O " I. 1Ue(e..K. ~&V) , hereby certify that --::> copies of the abovefq§t:~!1j~~ A ~ ~" ~ " were posted by me in ~ conspicuous places or nearby the described pro~ffy[~ ~ :.~Y ~': ~ ~~ PUBUC ~ ~ tV I, ... :.>" y 'L IJ'.-',~)" ~'9 t'\~ •• ' ~O"" ,:' f I '4~.,,:~. .v •• ' r'A' ,.> DATE: fs"/ d-.~ los SIGNED: ,\1"<:--....... ,~~f ~TfEST: Subscribed and sworn before me. a~ Public. in and f'3tlhe Slale 9[Washinglon reSid~".,:,:,!:~~-:,:'"· ..2~·tt~ WIr ,onlhc IS day of .2i:::1Lteml?t/r 02 . VL(.iv\ . .£-tr"fVVl2...~.·· NOTARY PUBLIC SIGNATURE: CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 23rd day of August, 2005, I deposited in the mails of the United States, a sealed envelope containing NOAIAcceptance Letter documents. This information was sent to: Ted Thomas, Thomas Group -Accpt Ltr Contact Larry Ramirez -Accpt Ltr Owner/Applicant Surrounding Property Owners -NOA only See Attached (Signature of Sende:Q2~~.::;~:g!!....S!::6==~S::===---_______ _ STATE OF WASHIN COUNTY OF KING SS I certify that I know or have satisfactory evidence that Patrick Roduln signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. /--/O~ Dated: q, 'J -... ''' ........ ~''\ Y'/tt.A1..1"-l· ..,4-Lexa~t:-~-~\>-~~ .. ~ . ..<l\,\,~ Notary Public in and for the State 0 • sb . :1,.... I, : ,"8' NO]: <ti.. ~ Notary (print): __ a_CVu __ a._i/f"L..I1.... __ f2_ . .....;CL;;......~_--:;:-_' _1"1_1,..,1, ~~~[~""lA~ .... :::-• ....;:I;L....~_J.-..,.,jjt':'1-":l~rr.~ My. appointment expires: 3 -lq-c;.G 'I, ~\ r.)'f./SL1C ~:' ::Of 1/ <,-,' ,., ." Larry's Maplewood Espresso LUA05-074, SA-A !. Q"'; 9·06 .... ~ 'l. ~l1d"""'" o~.:.\\." ~SHIN~ _'?-- 512690021104 ACCORD INC 3300 MAPLE VALLEY HWY RENTON WA 98058 512690025501 BATEMAN JILL V 3536 SE 5TH ST RENTON WA 98056 512690007509 (~\t(,l fSlv,lc:6' BERG RACHEL A 'ib. .a·5e8-SE-5-T-H-S'(" I Z 120 ~! 113 P 14Ct. -R-EN=t=0N-WA-9S9'58> \Lf r t..W t:f8033 512690034008 BRANDEL KURTIS P & BILLIE D 1602 INDEX AV SE RENTON WA 98058 162305902304 BURLINGTON NORTHRN SANTA FE ATTN PROP TAX PO BOX 96189 FORT WORTH TX 76161 147140002501 CHATFIELD THOMAS 3305 SE 7TH ST RENTON WA 98058 512690011501 COTTOM SUSAN R 3401 SE 5TH ST RENTON WA 98058 512690015007 CRATER MICHAEL 4406 NE 24TH ST RENTON WA 98059 512690000504 DIAMBRI JOSEPH + ISLAH 3232 SE 5TH ST RENTON WA 98058 147140003509 EBERTZ MARK R 3321 SE 7TH ST RENTON WA 98058 512690022508 BALDRIDGE TREA M 532 NEWPORT AV SE RENTON WA 98058 512690048008 BEATY RONALD J 3609 SE 6TH ST RENTON WA 98058 512690041508 BLUHM CHRISTOPHER P+WENDY L 3609 SE 5TH PL RENTON WA 98058 512690046507 BROSSARD REGAN & PAM 22929 144TH AV SE KENT WA 98042 512690013507 BURSKEY W 3320 SE 6TH ST RENTON WA 98058 512690005503 CHERANICHIT LON 3428 SE 5TH ST RENTON WA 98058 512690002500 COX DOUGLAS W ET AL 822 238TH AV NE SAMMAMISH WA 98074 512690010503 DALTHORP NANCY S 3325 SE 5TH ST RENTON WA 98058 512690033505 DOAN E C 524 PIERCE AV SE RENTON WA 98055 512690030006 FARE DANA 559 PIERCE AV SE RENTON WA 98058 512690008507 BASART W L 3301 SE 5TH ST RENTON WA 98058 512690038504 BECK DAVID CHARLES 3600 SE 6TH ST RENTON WA 98058 512690021005 BOZELL COREY S+AMY 19828 SE 456TH WY ENUMCLAW WA 98022 512690030501 BUNDER ROBERT J 567 PIERLE AV SE RENTON WA 98058 512690029008 CHARBONNEAU D K ROSE M 3525 SE 5TH ST RENTON WA 98055 147140005504 COLEMAN JANET 3409 SE 7TH RENTON WA 98058 512690010008 CRAMER TERRY E 3321 SE 5TH ST RENTON WA 98058 512690045509 DAWSON LARRY A+VALERIE 3525 SE 6TH ST RENTON WA 98055 512690004001 DOBSON JOHN W ESTATE DOBSON WYMAN K P R PO BOX 59 RENTON WA 98057 512690026509 FEYEREISEN PATTY A 3612 SE 5TH RENTON WA 98058 (' 147140005009 FILLIPS JUDITH A+BAKER DALE 3405 SE 7TH ST RENTON WA 98058 512690042506 GATHMANN RICHARD JAMES 3621 SE 5TH PL RENTON WA 98058 512690017508 FOSTER WALTER B 3301 SE 6TH ST RENTON WA 98058 512690035500 GILBERT MARLIN D+BARBRA G 3624 SE 5TH PL RENTON WA 98058 512690006501-~pkd tJohc.nOLJ)n 512690044007 GOMES SAMUEL E+WISSLER COLL GOMEZ-HERNANDEZ ANDRE 2222 SAHALEE DR E cg\3llos 3506 SE 6TH ST REDMOND WA 98053 RENTON WA 98058 512690009505 GRECH DAVID A 3313 SE.5TH ST RENTON WA 98058 512690001502 HENNINGER SR PA 3308 SE 5TH RENTON WA 98055 512690036003 HOWARD DANA R 3613 SE 5TH ST RENTON WA 98058 512690032903 JENNINGS WILLIAM P+JUDITH K 542 OLYMPIA AVE SE RENTON WA 98058 147140007500 KINATEDER EDWARD G 3427 SE 7TH ST RENTON WA 98058 512690024504 KNOWLES MATHEW L 3429 SE 5TH ST RENTON WA 98058 512690048503 LE PLEY YOLANDA 4457 TOKUL RD SE SNOQUALMIE WA 98065 512690016005 HART R E L 3232 SE 6TH ST RENTON WA 98055 512690038009 HERRIGES LAUNNY R 554 PIERCE AV SE RENTON WA 98058 512690050509 HUMBLE ROBERT 13112 195TH PL SE ISSAQUAH WA 98027 512690031004 JOHNSON KEITH L 575 PIERCE AV SE RENTON WA 98058 147140004002 KINGERY CHERI L 3401 SE 7TH ST RENTON WA 98058 512690040005 KRAUS OSCAR+LINDA 3624 SE 6TH ST RENTON WA 98058 512690027002 LEAX KAREN ANN 3616 SE 5TH ST RENTON WA 98058 512690039007 FRANKLIN B & PIEDFORT D L 3608 SE 6TH ST RENTON WA 98055 512690039502 GLEASON KIRK 3616 SE 6TH ST RENTON WA 98058 147140003004 GRANDE CORINNE M 10028 NE 186TH ST #C BOTHELL WA 98011 512690043009 No!A,eJi~~ ec..r HEHR GREGORY E ~~ 3625 SE 5TH PL th.ulOlS" RENTON WA 98058 512690009000 HOPKINS JOHN P+DEBORAH A 3309 SE 5TH ST RENTON WA 98058 512690027507 JACKSON JENNIFER L 3620 SE 5TH ST RENTON WA 98058 512690014000-~ I\bt- JOHNSON STEVE Ic..hewtl 3316 SE 6TH ST ~2Q[,c6' RENTON WA 98058 512690047000 KNIBBS JAMES A+EVA M 3601 SE 6TH ST RENTON WA 98058 512690033000 LANGE,NOLAN R 502 PIERCE AV SE RENTON WA 98058 512690004506 LEISE RONALD E+GERALYNN M 3412 SE 5TH ST RENTON WA 98058 .r 512690018001 LIND ARISTELLA A 3309 SE 6TH ST RENTON WA 98058 512690032804 LUQUE JOSE V+OBEDINA 530 OLYMPIA AV SE RENTON WA 98056 512690047505 MADDEN JESSICA LYNN 3605 SE 6TH ST RENTON WA 98058 512690032507 MCCULLOCH JULIE L 529 OLYMPIA AV SE RENTON WA 98058 512690007004 NELSEN KAREN 4550 ISSAQUAH-PINE LAKE RD SE ISSAQUAH WA 98029 512690037506 PARKS STEVEN C+CHRISTlNA M+ 550 PIERCE AV SE RENTON WA 98059 512690020502 PIRAINO NOEMI 3333 SE 6TH ST RENTON WA 98058 512690002005 -remo;lttl ~~105'" QUAN ROY+SUSIE C/O PACIFIC SUNSET MGMT CO PO BOX.a9944·1;03~ SEATTLE WA 098-198 q~111 512690026004 RANDLE TRACY L 3604 SE 5TH ST RENTON WA 98058 512690043504 ROBERTSON SHARON M 3701 SE 5TH PL RENTON WA 98058 512690032101-No+ dtliY'tftl.t{~ ~ .. , LONG CLASSIC HOMES LTD ttdd~tu 1624 PIONEER ST ~~Io{ ENUMCLAW WA 98022 512690011006 LYONS JACK A+LEE 15002 135TH AV SE RENTON WA 98058 512690018506 MANNING STEPHEN 3317 SE 6TH ST RENTON WA 98058 512690025006 MCMAHILL ROSE E 3532 SE 5TH ST RENTON WA 98058 512690032408 NGUYEN QUYNH NGOC 541 OLYMPIA AV SE RENTON wa 98058 512690012509 PERROTTI STEFAN G N 505 NEWPORT AV SE RENTON WA 98058 512690050004 PRELLWITZ DERREK 3705 SE 6TH ST RENTON WA 98058 162~590170]....- RAMI kAWRENCE F+RENEE M 333~...s ~S_~_ R~TONWA~8 512690008002 REESER HAROLD 3225 SE 5TH RENTON WA 98055 512690012004 ROLLINGER RUDOLPH PAUL III 501 NEWPORT AV SE RENTON WA 98055 512690031509 LUMIA DOUGLAS L 583 PIERCE AV SE RENTON WA 98058 512690036508 MACGREGOR WAYNE+MONTE 10608 6TH AV SW SEATTLE WA 98146 512690049006 MARTINEAU ARTHUR+JENNIFER 3617 SE 6TH ST RENTON WA 98058 512690045004 MILLMANN JEANETTE M 10620 SE 186TH ST RENTON WA 98055 512690035005 OBRIEN BOBBI L 3620 SE 5TH PL RENTON WA 98056 512690003003 PIGMAN MARY C+ERIC H 2058 LARRY DRIVE NE CEDAR RAPIDS IA 52402 147140000505 PUGLISI PHILIP & RUTH 3225 SE 7TH ST RENTON WA 98058 512690028505 RAMSEY JOHN C 3517 SE 5TH ST RENTON WA 98055 512690028000 RHODES A M 3624 SE 5TH ST RENTON WA 98055 512690023001 SADKOWSKI MICHAEL W 528 NEWPORT AV SE RENTON WA 98058 512690013002 SAGE KENNETH R & JEANNIE M 3328 SE 6TH ST RENTON WA 98055 147140007005 SAUVE MICHAEL+RHONDA 3417 SE 7TH ST RENTON WA 98058 512690023506 SMITH MIKE L+HELEN JO 524 NEWPORT AV SE RENTON WA 98058 512690041003 STONE CHARLES EDWIN 17407 SE JONES RD RENTON WA 98058 512690049501 TISLOW BARRY T+SUSAN R 3701 SE 6TH ST RENTON WA 98058 512690014505 VANGEL JEFFREY D+RUTH E 3312 SE 6TH ST RENTON WA 98058 51.2690032705 WERNER KARL R 11041 SE 186TH ST RENTON WA 98055 512690032309 ZAPATA VILLAMOR G+CONCHITA A 535 OLYMPIA AV SE RENTON WA 98056 512690006006 -No ,u,th 1F-~I2J'I'65' SANTANA FAUSTINO S+SOCORRO 3436 SE 5TH AV BELLEVUE WA 98007 512690037001 SCHUCK FREDERICK 24707 SE 146TH ISSAQUAH WA 98027 512690046002 SORIANO ODILON MENDOZA 3533 SE 6TH ST RENTON WA 98058 512690003508 STREIFEL JOHN HMARION 0 3340 SE 5TH ST RENTON WA 98055 512690032200 TRAN CHUNG C+ TRINH CATHY 524 OLYMPIA AV SE RENTON WA 98058 512690024009 VANHOFF NEIL D 3425 SE 5TH ST RENTON WA 98058 512690029503 WILK STEVEN W PO BOX 1935 SNOQUALMIE WA 98065 147140006502 SAUVE DAVID J 3413 SE 7TH ST RENTON WA 98058 512690032606 SIEMION MARGARET A 111 154TH PL NE BELLEVUE WA 98007 512690044502 STACHOWIAK KIMBERLY J KEEL+VINCENT L 8108 65TH ST W UNIVERSITY PLACE WA 98467 512690042001 SWIFT WINNIFRED 3613 SE 5TH PL RENTON WA 98058 512690001007 TURNER KEITH+AMANDA 3300 SE 5TH ST RENTON WA 98058 512690005008 VELASQUEZ AARON 3420 SE 5TH ST RENTON WA 98058 512690032002 Ncl--aeli\Km..b\~ClS WONG KAHSOON+ANN KIM WEI ~ 3512 SE 6TH ST ~I ~ RENTON WA 98058 CS . ' NOTICE OF APPLICATION A Master Application has been flied and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Larry's Maplewood Espresso / LUA05-074, SA-A PROJECT DESCRIPTION: Administrative Site Plan Review for a 625 square foot espresso stand with two drive-through windows on two parcels totaling 25,910 square feet in area. The subject site is located within the Commercial Neighborhood (CN) zoning designation. Access to the espresso stand would be provided via two driveway access points, one onto Maple Valley Highway (SR 169) and one onto Maplewood Avenue S. 5 parking spaces including 1 ADA accessible space are proposed to serve the new espresso stand. PROJECT LOCATION: 3404 Maple Valley Highway PUBLIC APPROVALS: Administrative Site Plan approval APPLICANT/PROJECT CONTACT PERSON: Ted Thomas, Thomas Group; Tel: (206) 391-1025 Comments on the above application must be submitted in writing to Jill Hall, Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 6,2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mall, contact the Project Manager at (425) 430-7219. Anyone who submits wrltlen comments will automatically become a party of record and will be notified of any decision on this project. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: RC ~ June 21, 2005 August 23, 2005 August 23, 2005 : R+-$! • I '''. ", ! / If you would like to be made a party of re'cord to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning. 1055 South Grady Way, Renton, WA 98055. File Name / No.: Larry's Maplewood Espresso / LUA05-074, SA-A NAME: _______________________________________________________________ ___ MAILING ADDRESS: _____________________________________________________ _ TELEPHONE NO.: ___________ _ ~ CITY ->F RENTON Kathy Keolker·Wheeler. Moyor PlanningIBuildingIPubl ic Works Department Gregg Zimmerman P.E., Administrator August 23,,2005 Ted Thomas Thomas Grol!P 21025 Third Avenue S Des Moines, WA 981'98 ' Subject: Larry's Maplewood Espresso LUA05-074, SA-A Dear Mr. Thomas: The Development Planning Section' of the, City of Renton has determined that the' subject application is complete accordin'g to sUbmittal' requirements and, therefore, is' accepted for review. ' You will, be notified if any additional. ;i~formati6!1~ is requir.€;ld to continue processing your' applici:\tion. , ' " . , . ;-,' ~ -.' ." ,', " .... , Please conta,ct ,me at (425) 430 .. 7219..11' you hav~:ai1Y questions. :,-. Associate Planner cc: Larry Ramirez / Owner ------------~RE'N'TO' N 1055 South Grady Way -Renton, Washington 98055 * This paper conk,lns 50% recycled material, 30% post consumer AHEAD OF '1'1'11; CUI\VE D~ Kathy Keolkter-Wheeler. Mayor July 5.2005 Ted Thomas Thomas Group 21025 3rd Avenu~ S Des Moines. WA 98198 Subject: Larry's Maplewood Espresso LUA-05.;074; SA-A Dear Mr. Ramirez: ... \. CITY JF RENTON PJanningIBuildinglPublic W~rks Department Gregg ZlmmermanP.E., Administrator The Development Piannil.19,Section of the yity,of Renton has determined that the· subject application is In'complete according.to-;,subrnittarrequirements per RMC 4-8- 120C and. therefore. is not acceptedf9r reviel1f; .... .. ' .. ~ . Please subrrlit following additional information to begin processing your application: 1. 12 copies of a revised '!me Plan 'and 1 new PMTof the revised 'Site Plan. The· submitted site plan ',shall be· revised to sh0W 5 sJacklng spaces on the· south side of'the proposed'structure (RMC'4-4 .. 0aOF), a··17-foof.aisle,'width betWeen·the parking spaces and th~ required stl;lcking~~spaces(RMC 4-4-080F), a minimum 1 OO-square foot refuse and recyclable disposal'l;ltea (AMC 4-4-090E), and a. , screening detail for the refuse and recyclable area that is architecturally similar to the primary structure (RMC 4-4-090C). ., 2. 12 copies of a r~vlsed Landscape Plan and 1 reduce PMT of.ihe Landscape Plan. The submitted landscape plan does not show the required 15-foot site obscuring landsqaped buffer as required by ,the Development Agreement~ If the applicant wished to wiry from this requirement, the applicant should apply for Hearing Examiner Site Plan Approval. To apply for Hearing Examiner Site Plan Approval, the applicant would be required to pay an additional $1,OOO',application fee and submit a revised Project Narrative requesting the reduction in the site- . obscuring landsc'aped buffer. ' The applicant should note that staff would not support a reduction in the required 15-foot site-obscuring buffer .. Once the request€ld information is received, staff will review the materials for completeness and your application will either be formally accepted for revie·w or you may be further requested to provide additional Information or revisions. Please ,feel free to contact me at (425) 430-7219 if you have any questions. In addition I would be happy to .~ ------I-,-O.,...SS,...,s,.-o-ut-,-h-,-O-ra-dy-W-ay---R-en-t-on-, -W-as-,-h-in-gt-on-9S-0-SS------R E N TON ' (lj1) This paper contains 50% recycleci material. 30% post consumer AHEAD OJ' THE CURVE meet with you to answer any questions you might have regarding these requirements. would also be happy to look over your proposed revisions prior to you making copies and resubmitting them. Sincerely, Enclosure Cc: Project File Larry RamireZ/Owner ;,i . ,'. ,1' ,:'~ ; ,'" t, , , ,. . '. '":" ..... > " July 13lh, 2005 Mr. Neil Waitts City Of Renton OEVElOPMI:N.r FlI.ANNING CITY ~F ~ENTON JUL.'J ~ 2005 RECEIVED PI anninglBui IdinglPublic Works 1055 South Grady Way Renton, Wa 98055 SUbject: Maplewood Espresso ~II CITYOFAENTON RECEIVED r----=~~_JUl 1 4 2005 ~ ~'Co~r~~D SUI DINGDIVISION JUL'l 4: Rt:C'O PLA~,~EVIEW Building Permit Number: 8-050289 Site Plan Review Number: LuA-05-074 Dear Mr. Waitts: This letter is in regards to the proposed development of Maplewoo"d Espresso. We were notified on July 7th, 2005 that our site plan was unacceptable. On July 11 th, 2005 we spoke with Ms. Arneta Henninger about this and she explained that the Public Works Department feels that our proposed "entrance/exit" on the Maple Valley Highway side of our site is too dangerous and posses traffic issues. This came as a large surprise to me and my project manager. It is my feeling that the" correct steps were taken to avoid getting this far into the project to now find out about this large problem. In our pre-permit review process, we were told that our site plan was acceptable as it was. In fact, the topics of the "entrance/exit" onto the Maple Valley Highway were discussed. At that time it was meet with a positive reaction, as we proposed to take away the two existing Maple Valley Highway entrances and replace them with one that is considerably further from the intersection. We were never told or notified that there was or could be a problem with our site plan including the Maple Valley Highway "entrance/exit". I think that it is important to tell you that this is the third time I have gone through a pre-permit review on this site. In the two previous pre- permit reviews, we proposed site plans that included moving the two existing Highway entrances and replacing them with one further from the intersection. In the two previous reviews (1997-Oas Station and 2001-Espresso Drive-Thru) this topic was also discussed and met with a positive response at review." I have owned ~d operated Maplewood Espresso since June of 1994. I am happy to tell you that this has been a successful business and that I consider Maplewood Espresso as a busy Espresso drive-thru. Over the past 11 years my customers have regularly used my existing entrances and exits onto the Maple Valley Highway side of my site. We have never had an accident or problem at anytime entering, exiting or on the premises. It is my feeling that this proposed development greatly impro~es the safety from its existing state. , '" ",' ~ J also feel that the alternatives to our proposed site plan are much less safe. Ms. Henninger expressed to us the idea of traffic flowing through the Taco Time Corporate Office parking lot. This sounds quite dangerous to me and the Taco Time property owners, as their office was not designed for this type of traffic flow. It is also important to note that the Taco Time Corporate office is in the permitting process of remodeling and adding to their office, and that from no point on my property can you visually detect the access to Monroe Avenue. Without our proposed Maple Valley Highway "entrance/exit" there is no doubt that many more of my customers will use the neighborhood streets when coming and going. The fact that these are skinny, winding streets and that there is a weJl used park across the street sounds like a recipe for disaster. After the 2001 review J was confident in the ability to develop this site with a drive-thm Espresso and I purchased this property. I'm sure that I don't need to tell you what a stretch it was for my wife and I to do. Denying access to the Maple Valley Highway greatly reduces the value of this property and would effectively end my proposed development of Maplewood Espresso and us. It' is my impression that the new Maplewood Espresso would be a fine addition to our neighborhood and to the City of Renton. It also seems to me like this particular proposed use/development when compared to other possible uses would have a very light iinpact on the area. I hope that the decision to not allow any access to the Maple, Valley Highway could be reconsidered. At this pointmy project is on hold. I eagerly and anxiously await your response. Please contact me directly at (206)778- 9324. Sincerely, d<~ ¥-4 Larry Ramirez Maplewood Espresso Cc: Jill Hall Arneta Henninger OEVSLOPMENTPLANNING City of Renton c::F2A~~;; LAND· USE PERMIT LUlrOr-fJ'TV RECEIVEcMASTER APPLICATION :Dl>r-U'/0 PROPERTY OWNER(S) TELEPHONE NUMBER: tole. '-7., ... ':,: A~PLICANT (If oth~r than own~rf NAME: COMPANY (If applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER CONTACT PERSON COMPANY (If applicable): ,. ADDRESS: Q:\WEB\PW\OEVSERv\Forms\Plnnning\mnstcrnpp.doc08l29/03 PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: PROJECT/ADDRESS@~/LOCAT!p~ ~tieJ..IP ~QDE: 3'-\''', /4\A~."AU4l ' "-y. ReNToIV,WA qa.~i ~1~"i0.r~lii'iwCCOU·NT NUMBER(S): S \,1.' 00 t,t S EXISTING LAND USE(S): ~ ... ,~ ,...,. " SITE AREA (In square. feet): SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE If pllcable): PRO, -'~T INFORMATION cQntinul ') ~------------------------~------------------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDI,~GS TO REMAIN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW~, lb.)' • PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ~NVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): a AQUIFER PROTECTION AREA ONE a AQUlFER PROTECTlON AREA TWO a FLOOD HAZARD AREA , a GEOLOGIC HAZARD a HABITAT CONSERVATION ___ sq.ft. ___ sq.ft. ___ sq.ft. a SHORELINE STREAMS AND LAKES sq. ft. a WETLANDS ~.~,,,X.9~/tl1.R '1'11",.21· ft. CATION & FEES .' List all land use applications being applied for: 1. j"l '~iA'1\~,.e ~~tl""N" s"I~13. 2. 4. OV\t~\~· q~~~~'1'~ \,,~'). 't)Ve,.O FIDAVIT OF OWNERSHIP '~ I, (Print Name/s) 'sf ' , declare that I am (please check one) _ the current owner of the property Involved In this application or __ ""Ie aaffi'C'rlzed representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answeJ,,1\COntalned and the Information herewith are In all respects true and correct to the best of my knowledge and belief, ~ I certify that I know or have satisfactory evidence that ~~-:----::--:"~ __ -:-:--:':' ~ J fJ, !lJ Signed this Instrument and acknowledged it to be hlslherlthelr free and voluntary act for the v T f ~ uses and purposes mentioned In the Instrumenl ~t 'I'_ ..... r.~ '''1,,- (Signature of OwnerlRepresentatlve) '\ ~,\'A\ ~. A.,\:t>y\ (Signature of OwnerlRepresentatlve) ~ -~~,\. 4W\ ";.p1 A.'\V\ , Q:' WEB\PW\DEVSERWonns\Planning\masterapp,doc08!l9/03 ~.;, r1U'iI/V,. '.:",f:;J e Notary Public In and for the State ofWashlngtO'i!~ .~ \ ~ b , r:" . .,' ... S j.! It''' • ir-l • <. .-;;fI' • I '. Iv' , ;yI......, ."'1 sr!a~ Notary (Prlnt) __________ _ M I ;. -: I" II .' ~ J14 Y appo ntment explres:. _______ --I"""',_,,, ,y. J" ,iI f ~.~ j: ,.,: , ... . . ..... , ..... PROJECT INFORMATION continued r---------------------~------------_. r~~~~~~~~--------~--------__, NUMBER OF EXISTING DWELLING UNITS if applicable): PROJECT VALUE: SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): IS THE SITE LOCATED IN ANY TYPE OF .ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (If applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (If applicable): SQUARE FOOTAGE OF PROPOSED NON·RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON·RESIDENT. AL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (If applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): (J AQUIFER PROTECTION AREA ONE "AQUIFER PROTECTION AREA TWO (J FLOOD HAZARD AREA (J GEOLOGIC HAZARD (J HABITAT CONSERVATION , (J SHORI;L1NE STREAMS AND LAKES (J WETLANDS -LEGAL DESCRIPTION OF PROPERTY _____ sq. ft. ______ sq. ft. ______ sq. ft. ____ sq.ft. ____ sq. ft. (Attach legal description on separate sheet with the following Infonnatloll Included) SITUATE IN THE QUARTER OF SECTION _, TOWNSHIP _, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES -List aI/land use applications being applied for: ~ ...:-'-: ~ ttflltlO 1. SI" .,...raU.fa) f I~ 3. 2. Q,sj},tiij<1 '!ty t,U~ 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I. (Print Name/a) j eO' "'\\"\0 \'\/\l.I.~ , declare that I am (please check one) _ the current owner of the property involved in this application or ~ the authorized representative to act for a corporation (please attach proof of autholization) and that the foregoing statements and answers herein contained and the information herewith are in ail respects true and correct to the best of my knowledge and belief. ~ I ce .. ry "'at I know" have .... fadory _ance "'at i€.c!.,. "1"1-" 1M "-S ... signed this Instrument and acknowledged It to be his/her/their free and voluntary act for the / . uses and purposes mentioned In the instrument I / Notary Public in and for the State of Washington (Signature of Owner/Representative) r_Q-O Q My appOintment' explres:--",~c;....---.:./ _____ ',---____ _ I , . ~rl.f ~r)r AlH ~!S'~ b ~lll'~) -- 'i r:, .. , ..... Legal Description: Maplewood Espresso 3404 Maple Valley Hwy. Renton, WA98158 Parcel A Tract B of Maplewood division no. 2 recorded in volume 39 at page 39 of plats records of King County, Washington, Except portion conveyed for Sr 169 Parcel B Lot C of city of Renton, LUs-99-167-LLA recorded May 22, 2000 under recording number 20000222900016 being a Portion of the defense plant corporation right of way, Located in government 6, section 16, township 23 North, Range 5 east, W.M. in King County, Washington DEVELOPMENT PLANNING CITY OF RENTON ' 'JUN 2 f leGS RECt:lVED Project Narrative: Project Name: Project Size: Project Location: Land Use: Zoning: Existing Proposed Maplewood Espresso Building Size Site Size 625s.f. 25910s.f. 3404 Maple Valley Hwy. Renton, WA 98158 Drive Thru Espresso Stand Drive Thru Espresso Stand Existing zoning {CN} Adjacent zoning {CN} DEVELOPMENT PLANNING CITY OF RENTON fJUN 2 1 20:'5 RECEIVED Current Use: Drive Thru Espresso Stand Site Features: Flat level site (no wet lands) Soil Types: Silty sand ranging from 2'-3.5'across most of the site. Gravelly sand and occasional cobbles at depth ranging from 5'-10' below ground surface. No ground waters were encountered in any exploration pits. The soils encountered have a low potential for liquefaction Due to their medium dense conditions at depth, gravel Content and absence of ground water. Proposed Use: Drive Thru Espresso Stand On/offsite improvements: Water/Sewer are existing at site. (1) Fire Hydrant will be Added, (4) Catch basins will be added to existing catch Basins, (l) Driveway will be added, and (1) driveway Replaced with sidewalk/curb/gutter. Construction Costs: Fill: Building Site $ 68,000 $ 27,255 As recommended by Geotechnical Engineer follows 2"-4" crushed rock for backfills at trenches for catch basins and Fire Hydrant. Foundation will be placed on rock filled trenches that extend Down to the competent medium dense natural soil as per Engineer. ~. Project Narrative Coot: Trees: Vegetation: Land: Stabilization fabric under crushed rock will be used at Access and staging areas. No trees will be removed. No vegetation will be altered. No land dedicated to city. Building site is not located within 200' of any river or creek listed. Parking Spaces: Landscaping will be placed along S.E. 6th street to obscure parking spaces that protrude 5' into perimeter landscaping; the area affected is a 10' strip approximately 44' long. See L-l Construction Mitigation Description: Proposed Construction Dates: I-lours of Construction: Transportation Routes: Dust/Mud/Erosion Control: Traffic/Transportation fmpacts: Noise: Special Hours: Traffic Control: Start July 5, 2005 Completion October 24, 2005 7AM-5PM Monday thru Friday VIA Maple Valley Hwy. Stabilization Fabric under cnLshed rock at access and staging areas. Will be minimal, vehicles will turn off Maple Valley Hwy. on to Maplewood a one block street to gain access to site. Will be minimal, a backhoe will be used for foundation and most site work; paving equipment will be used for approximately two working days. Air compressor will be used approximately one week for framing and roofing. No special hours required. Will be handled by onsite approved flaggers as needed. DEVELOPMEm-PLANNING CITY OF REm-ON 'JUN 2 1 2005 RECEIVED Landscape Analysis: Total site square footage: Total fmpervious surface area: Building square footage: Lot calculation Percentage if lot covered by building: Parking spaces: Dimensions of parking spaces: ADA parking: Square footage of parking lot landscaping: 25,91 Os of. 14,860s.f. 625s.f. Roof area 1,023s.f. Lot area 25,910s.f. 1023/25,910=3.9% 4 as required by city Standard 9X20 (1) space provided Perimeter Interior 10,225 s.f. 825s.f. DEVELOPMENT PVWNING CITY OF RENTON :> 'JUN 2 12005 RECEIVED Authorization for Representative I. (print name/s) Larry Ramirez. & Renee Ramirez declare that) am the current owner of the property Located at 3404 Maple Valley Hwy, Renton, WA 98158 and dlat I authorize Ted Thomas to act on my Behalf as an Authorized Representative for Construction, Building Applications and Permit on the above Named property. I certify that) know or have satisfactory evidence that IJxrr~ '" i. ~n i! e ((0 1\'" r< "L signed this instrument ~ei,. and acknowledged it to be Ri& free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (print) l: 1\ ~ M ~().wJ't>v-- My appointment expires: 4.' ~-JOD~ DEVELOPMENT PLANNING CITY OF RENTON 'JUN 212005 RECEIVED -, .,: •• j ,; '. ~ , " .. .",'.'. 'il: j! 'j. , . ~ .' i. :· ... ,1 ;'J .. ,. 1'1'. ' --j; --'.: _',1 , I- -', .. ~. -, MRR-09-2005 16:58 CITY OF REHTOt~ TO: Cill of RonlOn Development SelVices Division 1055 South Grady Way, 6th Fir Renton, WA 98055 Ted Thomas 425 430 7300 P.01/03 Date: 0310912005 FROM: NANCY WElL City of Renton Phone: Fax Phone: 206-824-6924 Phone: (425) 430-7270 Fax Phone: (425) 430-7300 I SUBJECT: 3404 Maple Valley Hwy Number of pages including cover sheet: 3 REMARKS: o Original to o Urgent o Reply be mailed ASAP Revised Comments 2\-1~~ U~ ~~ """n.. d "-.) NANCY WElL, Senior Planner Renton. Ahead or the curVB o Please r&1 For your Comment review \--..a. ~ 1l Ol~·.J':l. T \ DEVELOPMENT ~tNG C'TYOF~ rJUN 2' 2005 RECEIVED MAR-09-2005 16:58 CITY OF RENTON CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: March 9, 2005 TO: Pre-Application File No. 04-043 Revised FROM: Nancy Well, Senior Planner, 425-430-7270 SUBJECT; Larry's Maplewood Espresso Drive-thru 425 430 7300 P.02/03 General: 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 and the codes in effect on the date of review. 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 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. The Development Regulations are available for purchase for $50. plus tax, from the Finance Division on the first floor of City Hall or on-line at www.cl.renton.wa.us. Revised Proposal: For drive thru only on the site, with two way access off of Maplewood Place Se and Maple Valley Highway. A connecting driveway to the abutting property to the wast is also proposed. A drive up window Is proposed for both sides of the structure although not shown on revised plans. Three parking spaces and one ADA space is proposed on the north side of site. The required 5 stacking spaces for each window are not shown on the plans. Staff of Fire Department and Public Works/Utilities reviewed the revised plan, no changes were recommended to their original comments dated for the April 20, 2004 pre-application meeting. There have been changes to the zoning and Development Regulation. which are discussed below. Project Proposal: (The subject site is addressed as 3404 Maple Val/ey Highway. The proposal is to construct an approximately 2,300 square foot building to house a mini-mart and drive-thru espresso. The proposed development site appears to contain two separate parcels. The eastem parcel currently contains 8 drive-thru espresso business operating from a temporary structure. but is proposed to be developed with the mini-mart building and associated parking. The western parcel is currently undeveloped, but is proposed to contain the required stacking spaces for the drive-thru espresso. a picnic area, and some of the required parking for the mini- mart.) Zoning: In November of 2004 code changes were adopted. This site is now Commercial Neighborhood (CN) zoning designation. Eating and drinking establishments (I.e. espresso stands) are allowed in the eN zone; drive-through retail (I.e. drive-through espresso stand) is allowed as an accessory use. Therefore, the proposed drive-through espresso facility would be allowed on the subject site. MAR-09-2005 16:58 CITY OF RENTON 425 430 7300 P.03/03 Larry'6 Maplewood capresr 'Ini-mart Pre-application Meeting April 20. 2004 Page 2 of 2 Development Regulations: The compliance of the proposed development with the development standards of the CN zone and the parking regulations is discussed below. Lot Coverage -The CN zone allows building coverage at a maximum of 65% of the lot area for proJects not providing structured parking. The footprint area of the proposed building would be approximately 672 square feet. According to King County Assessor records, the eastern parcel is approximately 12,100 square feet. The building coverage for the eastern lot would be approximately 6-percent, which meets the building coverage requirements of the eN zone. Setbacks -The CN zone requires a minimum setback of 10 feet from all street frontages. In addition, a maximum front setback of 15 feet also applies. The CN zone requires a minimum rear setback of 15 feet for sites abutting or adjacent to a residentially zoned property (this would apply along the north property line). No side yard setback is required along the west property line of the esstern parcel. Landscaping - A minimum landscape width of 10 feet is required along all street frontages. Property zoned R-8 exists on the north side of SE 611l Street, which is considered to be adjacent to the northern boundary of the property. Therefore, a 15-foot wide sight-obscuring landscape strip is required along the northern property line. A landscape plan was not submitted with the pre-application materials. Therefore, staff could not evaluate the compliance of the proposal with the landscaping requirements, A landscape plan must be submitted that shows existing andlor proposed landscaping and screening that meets the requirements discussed above_ The landscape plan should Identify the type. size, and spacing of all landscaping. I:W9h! -The CN zone pennits a maximum building height of 35 feet. No building elevations were submitted with the pre-application materials. Staff could not evaluate the proposed building for compliance with the building height requirements. Parking/Clrgulation -The parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. Drlve-thru windows require 5 stacking spaces. Retail sales require 4 parking spaces for every 1.000 square feet. The revised proposal shows three parking spaces and one ADA space however the required 5 stacking spaces for the drive-thru windows were not shown. Development Agreoment: The Development Agreement -Taco Time-dated December 15, 1999 with the City of Renton does apply to this site. Thus the requirements of that agreement shall be adhered to for the development of the site. A copy of the agreement was fa)(ed to you on March 7, 2005 but please let me know if additional information Is necessary. Permit Requlremenb;: The revised project would not trigger Environmental Review thus Site Plan Review would not be required. However, due to the Development Agreement, which requires Site Plan Review of any development of the site, the following reviews are required: ~nFR8n'abfie.yjaw.,and.Admlnlstratlve Site Plan Review. The land use applications would be . processed simultaneously and would be completed in an estimated time frame of 6 to 8 weeks once a complete application is accepted. The application fee would be $1,000 for the Administrative Site Plan Review, plus $500 (Ya price) for the Environmental Review, plus $0.37 per mailing label required for notification of all property owners within 300 feet of the site. Please refer (0 the attached application package for a complete list of submittal requirements. If the propose exempt from Adminis application s. 04-041R,evUcd Wly'l Maplewoad Espm/lO ICN).docl TOTAL P.03 4-4-100E foot from the property line for each foot in height. (Amd. Ord. 4766, 3-1-1999;·Ord. 5062, 1-26-2004) b. Home Occupations: Only one home occupation sign, not illuminated, not exceeding two (2) square feet in area, attached to the wall of the building with the face of the sign in a plane parallel to the plane of the wall is permitted. c. Temporary Signs: Temporary signs per subsection J of this Section are al- lowed, except for cloth signs over public right-of-way. (Ord. 3719, 4-11-1983; Amd. Ord. 4172, 9-12-1988; Ord. 4720, 5-4-1998; Ord. 5062, 1-26-2004) d. Public FaclJltles (Public Buildings, Schools, Parks and Recreation Facili- ties): Each individual public facility may have one freestanding electronic or man- ual message board, a maximllm of twenty five feet (25') in height and one hundred fifty (150) square feet in size. In addition to the message board Sign, each individ- ual facility may have one freestanding sign not higher than six feet (6') above any established grade for each street frontage and no more than one hundred (100) square feet. Freestanding signs . shall be no closer than ten feet (10') to '~ny street right-of-way or five feet (S') to any side property line. In addition to the freestanding signs, wall signs are permit- ted with a total copy area not exceeding ten percent (10%) of the building facade to which it is applied. (Ord. 4766, 3-1-1999; Ord. 5062, 1-26-2004) 5. Additional Signs Permitted In Com- mercial and Industrial Zones: Except in the City Sign Regulation Area, the following shall apply in all commercial and industrial zones: r:; ~~~~:e:~I;:-;;;r·d (Revised 7/04) I. Freestanding, Ground, Roof and Projecting Signs: Each individ- ual b.l,LS.ioBSS establishment may have only'on8')sign for each street .... -'"""""-~ f~rJl.eg~~ anyone of the following types: F.!!?~~tanding, J.Q.Qf.. ground, projecting or combination. Each sign shall not exceed an area greater than 4 -46 one and one-half (1-1/2) square feet for each lineal foot of property front- age which the business occupies up to a maximum of three hundred (300) square feet; or if such sign is multi- faced, the maximum allowance shall not be more than three hundred (300) square feet. However, a maxi- mum of one-half (1/2) of the allowed square footage is allowed on each face. Businesses with less than twenty five (2S) lineal front feet may have a sign of a maximum of twenty (20) square feet per face. II. Wall Signs: In addition to the signs in subsections E5c, Under Marquee Signs, E5a(i), Business Signs, ESf and E5g, Motor Vehicle Dealership Over One Acre, E5e, Large Retail Uses, and ESd, Shop- ping. qenters,.~!L§lgns_a.leJ~§J:rl:)it-.. -ted with a total copy area not exceeding twenty percent (20%) of the. building fac~e to which it i§..aPJ~ : . '-plie<;I: (Ord:-3T19, 4-11-1983; Alild, '-orc!: 4464, 7.-25-1994; Amd. Ord. 4720,5-4-1998) b. Marquee Signs: Signs on marquees conforming to subsection N of this Sec- tion are permitted . c. Under Marquee Signs: Under mar- quee signs shall be limited to one such sign per entrance for each business es- tablishment. (Ord. 3719, 4-11-1983) d. Shopping Centers: I. Shopping centers less than ten (10) acres may install: Freestanding Signs: One free- standing sign for each street frontage of the shopping center. Each sign shall not exceed an area greater than one and one- half (1-1/2) square foot for each linear foot of property frontage, not to exceed one hundred fifty (150) square feet per sign face and a maximum of three hundred (300) square feet including all sign faces. ..:~) ''"'l,;'~ .... ' ..... ) .;. .' DATE: TO: FROM: SUBJECT: Hwy. I r· ... ..,4. . "--' -"---. . -.. CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM April 8, 2004 Kristina Catlin, Senior Planner oJ Jim Gray, Assistant Fire Marsh~ <t.\ Larry's Maplewood ExpressojMim Mart, 3404 Maple Valley Fire Department Comments: 1. The preliminary fire flow is 1500 GPM, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. A fire mitigation fee of $1, .00 is required based on $.52 a square foot of the bull ding square foota . G d-S fb Please feel free to contact me if you have any questions . MEMORANDUM DATE: TO: Construction Services, Fire Prevention, Plan Review, EDNSP, Project Planner FROM: Neil Wat1s, Development Services Division Director New Preliminary Application: \-c-{'<'Ll \~ \Y>c:y\ e.., \J..J<'x~ f~~c l '3 t.t 0 Y l ""-~ c0l k\ ''''is \-j "'-~ i '1: (\ , \*'/tkA· SUBJECT: LOCATION: PR~PPNO.~O~Y~-~6~~~·~~ ______________________ __ ot:; A me@ with the appl{nt has been scheduled for 1\ , Thursday, 0-:::2.::t, "2..CO , in'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 AM 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. . _ Plan Reviewer assigned is ~~ Please submit your wrltlen comments to (,....,,"\+: (\2. (Planner) at least two (2) days before the meeting. Thank you. ~. ~/ ;J",Ja( d.L4. OAfl~Aa.~. :' ( . r/~' /t-,-7'/-~ /' -/r ~ 17 U'?0.-c.... 11:Jc-,....fCCr7-"'~ e:;.d '970'06 " ,;JCJ:joc/ , ~f lV'a? ;L~G. -/ f1&"cfi~ '7/1;;: t ·k~r, '/ T H :\Di vision.s\DeveJop.ser\Dev & PJan.lng\Template\Preapp2 Revised 9/00 ' To: From: Date: Subject: CITY OF RENTON MEMO PUBL]C WORKS Kristina Catlin Juliana Fries April 21,2004 PreApplicatiol1 Review Comments })REAPP No. 04-043 Larry's Maplewood Espresso and Mini-Marf NOTE ON JlRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REJlORT: The following comments on development :lIld 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, Boards of Adjustment, Hoard of Public Work~ and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have reviewed the preliminary application for this espresso and mini mart building, located al 3404, Maple Valley Highway. WATER ] . The proposed development is within the City of Renton ' s water service area. There is an existing 16-inch water main along SE 61h St, fronting the parcel that can deliver 2200 gpm (refer to City project plan no. W-0916). The static pressure at street level is about 58 psi. 2. There is also a 6-inch water main along the road that connects SE 61h St and Maple Valley Hwy, fronting the parcel that can deliver 700 gpm (refer to City project plan no. W-0215). 3. Preliminary fire fiow is 1,500 gpm. Existing hydrants will be required to be retrofitted with Storz "quick disconnect" fittings, ifnot in place. 4. The proposed project is located in the 196-water pressure zone and is within of the City's Aquifer Protection Zone 2. 5. There is a 20-inch and a 16-inch pipe from Olympic Pipeline crossing the site. Survey plans shall include pipeline location and monitoring wells location on site. 6. The Water System Development Charge (SDC) will be triggered in the amoLlnt of $O.2l3!sq.ft. of the property. "Dlis fee is payable with the construction permit. SANITARY SEWER 1. There is an existing 15" sewer main in SE 6th Street. 2. These parcels are subject to the East Renton Interceptor Special Assessment DistTict (SAD) fees. Fees are $0.069 per square-foot of the property + interest. As of 4/22/04 the fee is S 1.257.40 for parcel No. 1623059017, and $1,101. 74 for parcel No. 5126900215. 3. The Sanitary Sewer System Development Charge (SDC) is $0.126/sq. ft. of site area. Larry's IVlaplewood Esprf lIld Mini-Mart 04/21/2004 Page 2 SURFACE WATER J. The site drains to Cedar River basin. ? A stom1 drainage plan and drainage report designed by King County Surface Water Manual (]990) is required with the formal application of the project. 3. The Surface Water System Development Charge (SDC) is $O.249/sq.ft. of new impervious area of the property. TRANSPORTA nON 1. Per City of Renton Code. street improvements are required along frontage of the parcels with right-of-way. Street improvements are installed along the frontage with Maple Valley Rd. Street improvements, including 5 feet sidewalks, streetlights, and street signs will be required along SE 6th St and the portion of R-O-W between SE 6U1 St and Maple Valley Hv,ry, ifnot already in place. 2. The traffic mitigation fee of $75 per additional generated trip shall be as~essed per the ITE Manual. This fee is payable at time of building permit. GENERAL COMMENTS 1. All required utility and drainage will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Pell11ir application must include an itemized cost of construction estimate for these improvements. 3. If you have any questions, call me at 425-430-7278 cc: Knyren Kittrick Larry's Maplewood Esp.) & Mini-mart, 3404 Maple Valley Hw; 04/.13/2004 Recommendation: 2 Support of this application is premature. Until, the applicant has submitted architectural elevations of sufficient scale and detail to determine whether it complies with the intent of Policy LU-219 of the City's adopted Comprehensive Plan and other conceptual materials required for site plan review, staff cannot support this application. Attachments cc: Don Erickson H:IEDNSPIlnterdepal1menwllI)evelopment ReviewIPrcappsIComments\CCILarry's Mapplewood Mini-mart.doclcor DATE: TO: FROM: SUBJECT: CITY OF RENTON Planning/Building/Public Works MEMORANDUM April 20, 2004 Pre-Application File No. 04-043 Kristina Catlin, Associate Planner, x7270 Larry's Maplewood Espresso/Mini-mart General: 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 and the codes in effect on the date of review. 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 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. The Development Regulations are available for purchase for $50, plus tax, from the Finance Division on the first floor of City Hall or on-line at www.ci.renton.wa.us. Project Proposal: The subject site is addressed as 3404 Maple Valley Highway. The proposal is to construct an approximately 2,300 square foot building to house a mini-mart and drive-thru espresso. The proposed development site appears to contain two separate parcels. The eastern parcel currently contains a drive-thru espresso business operating from a temporary structure, but is proposed to be developed with the mini-mart building and associated parking. The western parcel is currently undeveloped, but is proposed to contain the required stacking spaces for the drive-thru espresso, a picnic area, and some of the required parking for the mini- mart. Zoning: The site is designated Convenience Commercial (CC) on tile City's Zoning Map. Eating and drinking establishments (i.e. espresso stands) are allowed in the CC zone; drive- through retail (i.e. drive-through espresso stand) is allowed as an accessory use. Therefore, the proposed drive-through espresso facility would be allowed on the subject site. Retail'sales in the CC zone are limited to: flowers/plants and floral supplies, mini-marts, newsstands and entertainment media sales. Renton Municipal Code Section 4-11-130 defines a mini-mart as, "A small retail establishment, usually located within or associated with another use, that offers for sale convenience goods such as food items, tobacco, periodicals and household goods." ,If the proposed mini-mart complies with the above definition, it is a permitted use. Development Regulations: TIle compliance of the proposed development witll the development standards of the CC zone and the parking regulations is discussed below. Larry's Maplewood Espresso/M' ,art Pre-application Meeting April 20, 2004 Page 2 of 2 Lot Coverage -The CC zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking. The footprint area of the proposed building would be approximately 2,300 square feet. According to King County Assessor records, the eastern parcel (where the mini-mart/espresso building is proposed) is approximately 12,100 square feet. The building coverage for the eastern lot would be approximately 19-percent, which meets the building coverage requirements of the CC zone. Setbacks -The CC zone requires a minimum setback of 10 feet from all street frontages. In addition, a maximum front setback of 15 feet also applies. The CC zone requires a minimum rear setback of 15 feet for sites abutting or adjacent to a residentially zoned property (this would apply along the north property line). No side yard setback is required along the west property line of the eastern parcel. The proposed building does not comply with the required setbacks of the CC zone. The site plan must be revised to comply with the applicable setbacks. Landscaping - A minimum landscape width of 10 feet is required along all street frontages. Property zoned R-8 exists on the north side of SE 6th S~-"r.vhich is considered to be adjacent.. ?~ to the nortllern boundary of the property. Therefore, a&wide sight-obscuring landscape c:..'- strip is required along the northern property line. . 'PM-k.. _ ~ 5~ &~ 'iVes 5..E- A landscape plan was not submitted with the pre-application materials. Therefore, staff could not evaluate the compliance of the proposal with the landscaping requirements. A landscape plan must be submitted that shows existing and/or proposed landscaping and screening that meets the requirements discussed above. The landscape plan should identify the type, size, and spacing of all landscaping. Height -The CC zone permits a maximum building height of 35 feet. No building elevations were submitted with the pre-application materials. Staff could not evaluate the proposed building for compliance witll the building height requirements. Parking/Circulation -The parking regulations require a specific number of spaces based on the amount of square footage dedicated to certain uses. Drive-thru windows require 5 stacking spaces. Retail sales (i.e. mini-mart) require 4 parking spaces for every 1,000 square feet. The proposed building is estimated to be 2,300 square feet. Therefore, 9 parking spaces would be required for the mini-mart, plus 5 stacking spaces for the drive-thru window. As proposed, the applicant appears to be providing 4 parking spaces on site as well as 6 stacking spaces and 13 parking spaces off site (on the western parcel). A parking modification is required to exceed the required number of parking stalls. Some of the proposed parking and stacking spaces appear to extend onto the Taco Time property located west of the proposed development. Staff recommends that all parking be contained on the two vacant parcels. Furthermore, a restrictive covenant or lot line adjustment would be required to allow required parking to occur on the vacant western parcel. Permit Requirements: The proposed project will require Environmental Review if more than 20 parking spaces are created. If Environmental Review is required, Administrative Site Plan Review will also be required. The land use applications would be processed simultaneously and would be completed in an estimated time frame of 6 to 8 weeks once a complete application is accepted. The application fee would be $1,000 for the Administrative Site Plan Review, plus $500 (Y;. price) for the Environmental Review, plus $0.37 per mailing label required for notification of all property owners within 300 feet of the site. Please refer to the attached application package for a complete list of submittal requirements. If tile proposed development were exempt from Environmental (SEPA) Review, it would also I)e exempt from Administrative Site Plan Review and could proceed directly to the building permit application process. L:.rry's j\'lapltwood Espre.iso-rvl illi-l1HJI1 (ee ZOlI~).doC'\' CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CaNT ACT: SUBJECT: April 13,2004 Kristi~g £pt]j~, IL'~J,V Rebecca Lind Don Erickson Larry's Maplewood Espresso & Mini-Mart, 3404 Maple Valley Highway; PRE-04-043 The applicant is proposing to expand an existing espresso business on Tract B of the Maplewood Division IT into a permanent 2,350 square foot building that would also eventually house a mini- market. The applicant states that the proposed min-market would not have any inside seating, relying on a single drive-thru Jane. No elevations of the proposed structure have been submitted so there is not indication as to what the proposed new building would look like or whether it would "architecturally" fit in with the Taco Time development next door to the west or the existing residential neighborhood to the north. ... ....... _. ..-----...................... . . ....... . The subject site is designated Convenience Commercial on the Comprehensive Plan L~na Use Map and zoned CC (Convenience Commercial). Relevant Comprehensive Plan Land Use policies are attached. The western two thirds of site is located within a Bonneville Power transmission line easement. As part of the Taco Time Development Agreement provisions all subject properties, including Tract A (PID 5126900215), are required to go through site plan review. Normally SEPA exempt development would be exempt but under these provisions it is required to go through administrative site plan review. The proposed 2,350 square foot building, being less than 4,000 square feet, 'is therefore required to go through administrative site plan : review. -"""''''---' .. • .-.... 4 __ -·· ........... ...--~ ........ --...... -.-•• '-.. --.. -.-.--.......... -................ -... -"' •• -..... --~.-_ •• M .. _ • .... ...... -~ .. -. ..--.......... ~-.. -...... _ .... "". Analysis: It seems apparent that the proposed use will not primarily serve the personal needs of the "immediate population" or help to "reduce automobile travel" (Objective LU-FF) , From the applicant's submittal it appears that the proposal is primarily oriented to drive-by traffic on Maple VaJIeyHighway. The subject proposal does, however, appear to comply with Policy LU-213 in that the proposed use is "small-scale commercial uses" and presumably are not of sufficient concentration "to the point of changing the predominant character of the area from residential to commercial." Similarly, the proposed mix of uses appears to be consistent with the intent of . Policy LU-216 since they are convenience retail and consumer ser\lices in a smaJJ-scaJe development. ... : Besides the issue of not primarily serving the immediate population and reducing automobile travel the subject proposal has not provided exterior elevations so that staff can comment on whether it is "compatible with the single-family character of the residential area in height, front yard setbac ks, lot coverage, and building design. "(Policy LU-219) Relevant Convenience Commercial Comprehensive Plan Land Use Policies Objective LU-FF: Pernli, small-scale commercial uses, which serve the persona/needs afthe immediate population in residential areas and reduce automobile travel. Policy LU-213. Small-scale commercial uses may locate in close proximity to one another but should 110t concentrate to the point of changing the predominant character of an area from residential to commercial. Policy LU-216. A mix of uses (e.g. convenience retail. consumer sen'ices, offices. residential) should be encouraged in small-scale commercial developmellts. Policy LU-219. Commercial structures ill adjacent Convenience Commercial designations should be compatible with the single-family character oj the residential area ill height, front yard setbacks, lot coverage, and building design. H:\EDNSP\[ntcrdepartmentnJ\DeveJopment Review\Prenpps\Comments\CaLarry's MnppJewood Mini-rnnrt.doc\cor STORM DRAINAGE REPORT PROPOSED LARRY'S MAPLEWOOD ESPRESSO 3404 MAPLE VALLEY HWY SE ~ OF SE ~ , SECTION 16, T. 23 N, R. 5 E. W.M. JOB NO. 882-001-051 RENTON, WASHlNGTON 98056 RENTON PRE-APP NO. 04-043 FOR: Mr. Ted Thomas Prepared by Touma Engineers 6632 S. 1915T PI, Suite E-I02 Kent Wa. 98032 PH. 425-251-0665 Fax 425-251-0625 DEVELOPMENT PLANNING CITY OF RENTON JUN 2 120D5 RECEIVED TABLE OF CONTENTS Pages I. PROJECT OVERVmW 1-3 11. CONDITIONS & REQUIREMENTS SUMMARY 4-5 III. OFF-SITE ANALYSIS 6-8 IV. FLOW CONTROL & WATER QUALITY 9-20 V. CONVEYANCE SYSTEM ANALYSTS AND DESIGN 21-23 VI. SPECIAL REPORTS AND STUDlES 24 VlI. BASIN AND OTHER COMMUNITY AREAS 25 VIII OTHER PERMITS 26 IX. EROSION/SEDIMENTATION CONTROL DESIGN 27 X. BOND QUANTITIES WORKSHEET 28 XI. MAINTENANCE & OPERATIONS MANUAL 29 WJlJHT oLIver 169Hi ST II TR ,E II~III) ,1 w/''J''I ~t;t .~ . ~ In, 0$11-I ~"I I .... " ~" !~ 1~1I1 §; ,<.(. ~ Sf :p~i). Uti" ~ ;:/t;J If ;::j~ '!U! . PI -j" Sf --1 16 p.".i ~ I\t ~l-() ~\I ... I. _ ' .. d .... --. -.------1 .... --.---.---- • eTII LEISIIRE ESTATES IfiP 656 --~--~------~~ "" ... 8 !:! ST r II o .125 .25 .375 .5 L __ . __ L---iWd_. ___ .. _.'--llIIil,,' I ill. --I!IIIII II .. ..... VI I II ...... 5 6 '-a':"" c::. m·,'· ~"'" :~:::"'" c:: i .' .;Z: " . o 180 DC FEET n. CORE AND SPECIAL REQUIREMENTS CORE REQUfREMENT #1: DISCHARGE AT NATURAL LOCATION The allowable outflow from the site will be discharged to its natural location at the northeast end of the property. CORE REQUIREMENTS #2: OFF-SITE ANALYSIS Refer to off-site analysis on subsequent pages. CORE REQUlREMENTS #3: RUNOFF CONTROL Calculations are provided on subsequent pages addressing peak runoff. Sizing for peak rate runoff . control facility and its routing do not appear to be required. Water quality control does not appear to be required based on less than 5,000 square feet of new impervious surfacing subject to traffic. lhitial calculations indicates there will be no detention facility required because there will be less than 0.5 CFS increase for the 100 year peak. Please refer to attached calculations in section 4 of this report. CORE REQUlREMENTS #4: CONVEYANCE SYSTEM The conveyance system will be designed using the rational method. CORE REQUIREMENTS #5: EROSION/SEDIMENTATION CONTROL PLAN The Erosion/Sedimentation control facilities will consist of filter fabric fences to be placed along the northwest and north margins of the site. CORE REQUIREMENT #6. -Maintenance and operation Maintenance involves having on-site catch basins cleared from sediments when necessary. CORE REQUIREMENT #7. -Bonds and liability SPECIAL REQUfREMENTS: THOSE APPLICABLE TO PROJECT I 1. Critical Drainage Area -The drainage basin is not part of any critical drainage area. 2. Compliance with existing Master Drainage Plan -N/A 3. Conditions Requiring Master Drainage Plan -N/A 4. Adopted Basin or Community Plans -N/A, 5. Special Water Quality Controls -N/A. Pg. - 4 6. Coalescing Plate Oil-Water Separators -N/A 7. Closed Depression -NI A 8. Use of Lakes, Wetlands, or Depressions for Detention -NI A 9. Delineation of I DO-year Flood Plain -N/A 10. Flood Protection for Type 1 and 2 Steam -N/A I 1 . Geotechnical Analysis and Report -NI A 12. Soil Analysis and Report -NI A 13. A Wetland Mitigation Report -NI A. Pg. - 5 III. OFF-SITE ANA YSIS A: UPSTREAM ANALYSTS This proposed project does not have off-site runoff entering the site. The property has existing curb, gutter and sidewalk on the north, east and south sides. On the west is the Taco Time office building with existing landscaping, parking lot, and storm drainage. B: DOWNSTREAM ANALYSIS I 'Vhe project site has an existing grade that is situated 2' to 3' above the surrounding streets and existing storm drain catch basins. See the attached existing condition sketch in this section of the report. Catch basin 1 on the sketch drains southeasterly then southerly to the storm drain system installed with Maple Valley Highway, and to 18,F9-1. Catch basin 1 on the sketch is a type 1 CB that is about 7 feet deep with 12' pipe outlet. The pipes and sizes information was gathered from the City of Renton Technical Services Map and information. There are a series of 12", 15" and 18" pipes that total about 1148' leading to the 18" concrete pipe outfall into the Cedar River as shown. Catch basin 2 on the sketch drains to 18,F8-6, and is about 3' deep on the north side of the .Maple Valley Highway. The surface drainage along the north side of the site drains to the curb and gutter on the south side of SE 6th Street and flows northwesterly as shallow gutter flow. We did not observe any areas that indicated flooding or any undue washing of soils. Pg.-6 /' / / EXISnNG CONOmONS ""-. SITE AREA = 25,496 SF = 0.59)\~ IMPERVIOUS ",,- GRA VEL := 10,950 SF ""-. PERVIOUS ... GRASS & BRUSH =14,546 SF ""-. DOLVN ST f2.S.AI1 • J4NAL.'1S.I~ Pc:J.-7 IV. 'FLOW CONTROL AND WATER QnALITY The PreApplication Review Comments Report to the Hearing Examiner for hearing April 21, 2004 states that tlus proposal should comply with the 1990 KCSWDM for drainage and temporary erosion control plans. The area of the site to be developed is 0.59 acres, including asphalt paving, driveways, building and landscaping. There is no new added right of way or frontage improvements required along Maplewood Ave SE. A new commercial driveway is to be constructed along Maple Valley Highway. The new added asphalt paving for the site and the joint use driveway will total about 13,425 square feet to replace about 10,950 square feet of existing gravel driveways. Each of the four new hOLises will have 720 square feet of driveway. Pre-Developed Conditions Pervious Brush, Grasses Impervious Gravel Driveway TC =? 14,546 SF 10,950 SF LI = 120', SI = 1.9%, n8 = .011 (gravel) :Post-Developed Pervious = 4.3 min. Lawn & Landscaping Impervious 11,399 SF Bldg. Roof(42'x,16') ,lAsphaJt Driveways Total 672 SF 13,425 SF 14,097 SF TC =? LI = 120', S\ = 1.9%, ns = .Oll (asphalt) T\ = .42(.011x120,)"K/(2.0)"s(,019)·4 =4.3 min. Computer data to be entered into the HYD program: lE2YR .33,86,.26,98,4.3 ID2YR .26,86,.33,98,4.3 P2 = 2.0", PlO = 2.9", PlOO = 3.9" Pg. - 9 0.33 AC. Cn=86 0.26 AC. Cn=98 0.26 AC. Cn=86 0.33 AC. Cn=98 I. -S.C.S. TYPE-in -~-DnY DESIGH STORM -SIonM DATA FILE PEe I PY ST OHM OPTJ OH : fl TORM ()PT10H~: -S.C.G. TYPE-1n -7-DAY DESIGH STonM -SIOHM DATA PILE PEe I PY H 0 RM 0 PTI ON : .C.S. TYPE-tO ROIHFnI.I. DJGTnrOlJTIOH En: PREQ(YEnR) .. DllnflTIOH(HOIJR), pnECIP(IHCIfEfD ,,24.2 _OI'M-tf~'W-M'W_**~ S .C.S. TYPE-111 DISTRIDUTIOH *M __ :WM,*W* ___ *_1f- 2-YEOR 2 .... -11011" STOHM -:I .C!tC!t" TOTOL "REC! P. M ............ I ... 1----·--·-----------------------------------------------------------------: (I(PERU). CN<PERU). n<IMPEnU). CH<IHPEnU). Te FOR ROSIN HO. t 33.86 ... 26.98 .... 3 fA pIU NT-OUT: AREA (OGRES) .fi ) PEnl(-Q(CPS) .20 llEHU I Ol/S A CH .::1 86.0 T·-PEnt( (Itn'D 7.67 IMPERUlrnJR TC(MIHUTES) n GN .3 98.0 4.3 UOl.(CU-PT) 2692 ER I:d:][pathlfilenalllu£'oxtl POR STORAGE OF COMPUTED IIYDnOGnAl'll: . E2YR PECI flY: G -COHT I HII E" H -HE~JSTORM. I' -PRI HT ~ S -STOP En: O<PEnU). CN(PERU>. A<IMPEnU). CH<IHPERU). IC FOR BASIH HO. 2 .26.U6 •. J3.~U.".3 I>Arn PRJ HT-OIIT: AHEA <(lGHES) .f. I'EA J(-Q( CPS) • 22 Plmu I 0118 A CH .:1 96.8 T-IIEI'lI( (II RIO r/. 6 rl IMPERUJOIIS TC(MIHIITES) A eN .3 9A.~ 4.3 UOL(CU-FT) 2927 . TER Ill:] [j)ilth1f ilona'llf) r .ext ] POR STORACE OP COMPUTED HYDRO(:nnPH: . D2YH PECIPY: C -CONTI~IE. H -NEWSTORM. P -PRIHT .. S -STOP ~-II ( --_._-_._,--_ ....... _.--------------- 1 8.G.~. IVPE-10 . ,-7-D(I',' DESIGN !l101 3 -STORM DOH! PI I.E l'Eel JlV SrOHr1 OP'Il ON: AI' 1 -G.G.~. TYPE-tO 2 -7-Dnv DESIGN STonM J -srOHN DATA FILE PECI PY STOHN OPT! ON: 1 .C.S. TYPE-in RnI NPnI.L DISTRIRUTlOH ENTER: FnEQCYEnn) .. DIIRATIOI'ICIIOIJR> .. pnECIP(JNCIiEID Hlr24 .. 2.9 NiC*N·_N*_*N·_,UtW*W·W S .C.S. TVPE-ill DI STRI DUTI ON *tt_'Ut·IUoI-JfM_WHM-lf·WWIf'H M-MMM-M-*'M-ltlof UJ-YEAfi 2"1-IIOUR STORM If ...... " 2.96" TOTAL rnEC(J' ... , .......... , ..... ENTER: n<PERU). GN(PERU)~ n<IMPERU>. CI'ICIMPERU>. rc. POR "nSIN HO. 1 .33 .. 8fi r .26r 9R r 4.3 oro pm NT-OIIT: AltER (AGRE!D .6 PE(lI(-QCC:P8 ) .J4 PliHUIOUS R CN .::1 86.0 T-PEnJ«HRID 7.6? IMI'ERUIOIJS R CN .3 98.0 UOI .• (CIf-PT> 4408 TC(M. HUlES) 4.3 'HTIm £d:][pathlfilenallleLaxtJ FOR STORAGE OF COMPUTED IIYDnOGnAPII: 1E10YR PECI flY: (! -COHTI I'IlIE. H -HEWIHOHM. P -PHI NI'. 8 -8TOP EHTEn: n(PEnU) .. CHCrEHU) .. O(IMPERU>. CN(IMPERU)r TC pon nOGIN NO. 2 .26 .. R6 r .JJr 9R r 4.3 DorA 1'111 HT-'OUT: AnEn<flGRES) PEnU I OtiS INPERUIOIIS TG(MI HIITES) n CN A CH .6 .3 86.0 • :1 98.0 4.3 rEn J( -q (CPS) T -PEO J(CIIRS) UOI. <CII-PT> .37 I 7.6? 4606 EHrEn [tl: HpathJf ilenallle [.oxt] POR STORAGE OP COMPUTED IIYDROGRflPII: D10YJ~ PECI PV: (! -COHTI HUE. H -HE~JSTonM. P -PRI NT. S -STC)P P~-lL Jkt -ItI)POG tJ -RETIJRN TO DOr. ENTER OPT J ml: 2 .,IIII/1/!H::': "ElliOt) flon COMPUTING nllNOPP IIYDnOGJlAPII TORM OPT r OHf.; : 1 -G .C.G. TYPE-,tA 2 --7·-D('I\' DEllI eN I)TOIU1 J -STORN DATA PILE 'PECJPY STonM OPlJOH: J .(;.8. TYPE-to FlnrNPOI.I. DISTRTRIJTTOH EHTEn: rnEQ< v mm, DII RAT I OH<IIOIIR>. PREC I PO NCII EG > IIiIR.21 • .l.? IfM IfWWNN InNflflOHIMlnOINIof S. c. S. TV PE-ill D 1ST fll JlUT I ON If IfW*M NM'M ''''f10.'N N IfW''''",!'W _MN'IfIfN'If'1f 100-YEAJI 24-IIOUR SIORM -lftO('N J. 90" TOTAL I'JlECI r. M'NKWNNWWW ENTER: n<PEHU>. C:N<PfiRU) .. AOMPEJW>. CH<fMPERU>. TC POR flOr:;lH NO,1 .J3.R6 •. 2~.9H.4.3 DATn PRINT-OIIT: IlHEA(ACHES) .f) l'Ent(-Q(GPS) . 5 iii I l'fiHU 1 OtiS A CN .3 86.111 T-PEnJ«IIRS) ?fi? IMPfiflUIOUS R eN .;i IJR.~ UOI.(GII-PT> 611i12 TC(MINIITES) 4.::1 ENTER [d:] [pathlf ilellallle [.ext] POR SrORIlGfi OP COMPUTED IIYDROGRnPII: 1E100Yfl 'PEGIPY: G -CONTIHIIE. H -HE~JSTOHM. P -PRINT. 1\ -nop <: ENTEn: ACPERU>. CNCPERU). A(IMPERU>. CH(IMPERU), TC ron Dn~IH NO. 2 .26.Rft •. J3.9R.1.3 OA HI I' JU NT -OU T : RnEf'I(ACJmS) rEIIU lOUR IMPERUIOUS TC(MINIJTES) n eN n eN .6 .3 86.0 .3 9".0 4.:1 PEfll( -Q (C P!D T-rnAI«IIRfD UO[.(GU-PT) .5) ? .(,7 6?liI9 EHTER [11: JLpatJdf ilellal1le L Dxt] FOR STORAGE OP COMPUTED /lYDROGnAl'II: 1V100YH 'PEGJFY: G -GOHTJ~IE. H -NEW8TOHM. P -PRIHT. ~ -STOP P:J --I~ / //\ / \ / \ \ / '" , '\. / '" ~ -':. EXISTING CONDITIONS '-..... SITE AREA;; 25.496 SF = 0.59;r..c.. IMPERVIOUS ............. GRA vn = 10.950 SF '-..... PERIAOUS GRASS &: 8~USH =14.546 SF F5'"-J~ / / / .. ' -is ,t> ~ DEVELOPED CONDJnONS ' :::--...-'C SITE AREA = 25,496 SF = o . .:>~~ IMPERV10US ASPHAL T = 13,425 SF ROOF "'" 672 SF PERV10US LANDSCAPE =11,399 SF ~. - " .. -... ,. ,s; / / "-/ '~ I 0, '. , '/ / K ( N 0 f: () II N T Y, WAS II. . n TON, SUR rAe E W ATE I ) E S I G N MAN U A L TAIILE 3.5.211 SCS WESTEUN WASHINGTON RUNOF CURV~: NUMDEns -------_ ... _ ... _-.... _ .. _-_.- SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS In 1982) Runoff curve numbers for selected agricultural, suburban and urban land US!) for Type IA rainfall distribution, 24-hour slorm duration. - CURVE NUMBERS BY LAND USE DESCRIPTION HYDROLOGIC S(S;GROUP A B D Cultivated land(I): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 B9 Wood or forestland: undlslurbed 42 64 76 8t· Wood or foreslland: young second growth or brllsh 55 72 81 86 Orchard: with cover crop 81 88 92 94 Opan spaces, lawns, parks, golf courses, cemeteries, landscaping. good condillon: grass cover on 75% @ or more or Ihe area 68 80 90 fair condillon: grass cover on 50% 10 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 9t Dirt roads and parking lots 72 82 87 89 -Impervious surfaces, pavement, rools, elc. 98 98 ~ 98 Open waler bodies: lakes, wellands, ponds, elc. 100 100 0 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate cllrve !lumbar 1.5 DU/GA 20 SI1811 be selecled 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 Impervious portion 3.0 DU/GA 34 or Ihe sile or basin , 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA I 54 j 7.0 DU/GA 56 Planned unit developments, % Impervious condominiums, apartmenls, musl be computed commercial business and induslrial areas. (I) For a more detailed description of agriculluralland use curve numbers reler 10 National Engineering Handbook, Seclion 4, Hydrology, Chapler 9, August 1972. (2) Assumes roo I and drlvewllY runoff Is direcled Inlo street/slorm system. (3) The remaining pervious areas (lawn) are considered to be In good condillon lor these clIrve Ill/mbars. ........... "'" .' ........ , .............. -.... _ .. _-----_.-....-..-_---~--• 2/R'J I I I I I I I I I , I I I I I I I I ........... ¥.!l! K. I N a C 0 U N T Y, v.. S H I NOT 0 N, SUR F ACE W FIGURE 3.S.1C 2·YEAR 24-UOUR ISOPLUVIALS \-----"-~':':- \\ " l~ 'tl 1i III l~' ---....j;O~-<.! \ 2~Q i " " -.- I , i Z.D II 2-YEAR 24-HOUR PRECIPITATION ., 3.4 ---ISOPLUVIALS OF 2-VEAR 24-HOUR TOTAL PRECIPITATION IN INCHES a 1 2 3 4 5 6 7 B Milot 11 300,000 ER DESIGN MANUAL 1/90 KIN G C 0 U N T Y. W H I N G TON. SUR F ACE W I E R DES I G N MAN U A °L . FIGURE 3.5.lE lO·YEAR 24·HOUR ISOPLUVIALS 2.1 2.2 2.3 2. q II 10-YEAR 24-HOUR PRECIPITATION ,3.4........ ISOPLUVIALS OF 1D-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 4 5 6 7 8 Milos ~I~~==~~~~~~ 11300,000 R.I .. -I ~ 1/90 ( KIN G C 0 U N T y, WAS I, ~ G TON, SUR F ACE W ATE , FIGURE 3.S.lll lOO-YEAR 24-UOUR ISOPLUVIALS to-YEAR 24-HOUR PRECIPITATION 1.4 -ISOPLUVIALS OF 10()'YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES· a 1 2 3 4 5 6 7 8 Milos 11300,000 3.5.1-13 )ESIGN MANUAL Table 1 Conversion of SCS Soil Types to Till, Outwash, and Wetland Classifications .t. .1 ' Alderwood (AgB, AgC, AgD) C Till Arents, Alterwood Material (AmB, AmC) C Till Arents, Everett Material (An) 8 Outwash Beausite (BeC, BeD, BeF) C Till 2 Bellingham (8h) D Till 3 Briscot (Hr) D Till 3 Buckley (Bu) D l'i II 4 Earlmont (Ea) D Till 3 Edgewick (Ed) C Till· 3 Everett (EvA, EvC, EvD, EwC) AlB Outwash I Indianola (InC, InA, InD) A Outwash I Kitsap (KpB, KpC, KpD) (' Till Klaus (KsC) C Outwash I Neilton (Nee) A Outwash I Newberg (Ng) B Till 3 Nooksack (Nk) C Till 3 Norma (No) D Till 3 Orcas (Or) D Wetland Oridia (Os) I) Till 3 Ovall (OvC, Ov/), OvF) C Till 2 Pilchuck (Pc) C Till 3 Puget (Pu) D Till 3 Pllynllll (P ) B Till 3 Ragnar (RaC, Ral), RaC, RaE) Renton (Re) I) 3 Salal (Sa) C 3 Sammamish (5h) D 3 Seattle (Sk) D Shalcar (Sm) D 3 Si (Sn) C 3 Snohomish (So, Sr) D 3 Sultan (Su) C 3 Tukwila (Tu) D 3 Woodinville (Wo) D ~ I. Where outwllsh soils are saturated or underlain lit shallow depth «5 ft) by glacial till, they should be treated as lill soils. 2. These are bedrock soils, but calibration of HSPF by King County SWM shows bedrock soils to have similar hydrologic resflonse to till soils. I 3. These are alluvial soils, some of which are underlain by glacial till or which have a seasonally high water table. In the absence of detailed study, these soils should be treated as till soils. 4. Buckley soils urc forllled on the low permeability Osceola mudllow. Hydrologic response is !lsslIlI1ed to he silllilar to thilt for till soils. v. CONVEYANCE CALCULATION The calculated 100 year peak flow from this site is 0.53 cfs. This flow rate will be 3.58" deep. See the hydrograph calculation in section IV of this report. On the following pages of this report section is a pipe flow calculation indicating that a 12" pipe at S=0.50% will carry 2.93 CFS when flowing at 93% filII. maximum capacity. Pg. -21 tmp#l.txt Manning pipe calculator Given Input Data: shape .......................... . salvi ng for .................... . ) \-, II C J-/5-C L &- -0/ S::. O· ~ i:) Di ameter ....................... . ci rcul ar Depth of Flow 12 . 0000 i n ;(\ ?/Pr; Flowrate ....................... . 0.5300 cfs 44-------I..< 10D Slope .......................... . Manni ng IS n .................... . Computed Results: Depth .......................... . Area ........................... . Wetted Area . r ••••••••••••••••••• wetted Perimeter ............... . Perimeter ...................... . velocity ....................... . Hydraulic Radius ............... . percent Full ................... . Full flow Flowrate ............. . Full flow velocity ............. . 0.0050 ft/ft 0.0120 3.5844 in 0.7854 ft2 0.1970 ft2 13.8774 in 37.6991 in 2.6906 fps 2.0440 in 29.8703 % 2.7292 cfs 3.4750 fps critical Information cri ti cal depth ................. . critical slope ................ .. Critical velocity .............. . cri ti ca 1 area .................. . critical perimeter ............. . critical hydraulic radius ...... . cri ti ca 1 top wi dth ............. . specific energy ................ . Minimum energy ................. . Froude number .................. . Flow condition ................. . .1 3.6259 in 0.0048 ft/ft 2.6480 fps 0.2002 ft2 13.9679 in 2.0634 in 11. 0207 in 0.4112 ft 0.4532 ft 1. 0226 supercritical page 2 2. i4-T tmp#1. txt Manning pipe calculator ,~ ~ .1 CH S.C~ WI i4)C, CI4 Prr'C-} I " Given Input Data: shape .......................... . So lvi ng for .................... . Di ameter ....................... . Depth .......................... . slope .......................... . Manni ng 's n .................... . computed Results: Flowrate ....................... . Area ........................... . Wetted Area .................... . wetted Perimeter ............... . Peri meter ...................... . velocit¥ ....................... . Hydraullc Radius ............... . Percent Full ................... . Full flow Flowrate ............. . Full flow velocity ............. . . 0 P /7.-" P J P /Z Cl rcul ar Flowrate 12.0000 in 11. 2000 in 0.0050 ft/ft 0.0120 2.9353 cfs 0.7854 ft2 0.7629 ft2 31. 4313 in 37.6991 in 3.8476 fps 3.4952 in 93.3333 % 2.7292 cfs 3.4750 fps critical Information critical depth ................. . critical slope ..............•... critical velocity .............. . cri ti ca 1 area .................. . Critical perimeter ., ........... . critical hydraulic radius ...... . critical top width ............. . specific energy ................ . Minimum energy ................. . Froude number .................. . Flow condition ................. . 10.0112 in 0.0068 ft/ft 4.8363 fps 0.7270 ft2 26.8720 in 3.8956 in 12.0000 in 1. 2149 ft 1. 2514 ft 0.8256 subcritical page Z:5 VI. SP~CIAL REPORTS ANI) STUU.Il!;~ N/A: Pg. -24 VIII. OTHER PERMITS Commercial Building Permits Pg. -26 ; IX. EROSTON/SEDIMENTATION CONTROL DESIGN The temporary erosion plan will be designed to reduce the chances that any construction related silty runoff will leave the site and affect downstream facilities. We will assume that the temporary sediment trap will be constructed toward the non:hwest comer of the site. This will be the lowest corner to install a temporary sediment trap that will be able to capture any runoff generated during grading, utility construction and building construction. From pages 5.4.5.1-1 of the 1990 KCSWDM a sediment trap for less than 3 acres development should contain a pond whose minimum surface area is calculated using the developed 2 year peak runoff The trap should have at least a 3.5' depth to allow settling of the silt particles. The minimum surface area is to based on the formula~ SA = FS (Q2/VS) where I FS = Safety Factor = 2.0 Q2 = Peak 2-year developed flow = 0.22 efs V2 = Particle settling velocity = 0.00096 fls SA = (2) (0.22) / (0.00096) = 458.3 SF. Required 3: 1 side slopes 0.0' -2' x 5' 1.0' -8' x 11' 2.0' -14' x 17' 3.0' -20' x 23' 460 SF at 3' deep 458 required OK 4.0' -26' x 29' 754 SF at top of berm The sediment trap should be constructed at the lower portions of the site Pg. -27 IX. BOND QUANTITIES i Pg. -28 X. MAINTENANCE AND OPERAT10NS Pg. -29 . i \J ~~,y 19 2004 8:54AM -THOMAS GROUP >.. 03/14/04 F'Rt 09: 42 FAX 4252286370 2088248924 PACIFIC NW TITLE RENTON .... PACIFIC NORTHWEST Tr:rCE Comp8l\V of Washington, Inc. Attn: Ted Thomas The Thomas Group Prepared By: Karen Collins Customer Service Department - 0 Property Profile 0 Parcel Map. 0 Vesting Deed/Conveying Document 0 Deeds ofTruat 0 Comparable Sales 0 Demographics 0 Radius Search 0 Faun/Phone List 0 Legal Desoription. 0 L~beJslDisk -Notes: ) 1 1 1 1 1 p.2 1 ~OOl 1 . ~'ELOPMENT PLANNING O~Y erN OF RENTON CU4tomer Service Dep*rtmeat 54 RainIer Ave S. Renton -WA. 980~jS Phone (415) 118-6448. Fax (415) 2l8-6:170 KarftnColllns@pew'd9m. httplllwww.pnwt.co m 'JUN 2 , 2005 RECEIVED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \.., , .. - I,,"'ll'\ 200160 After recording return to Lawrence and Renee Ramirez 3333 SE 6th Street Renton WA 98058 Assessor's Parcel or Account Number /62305-9017-02 E1793515 lf/22/28e8 t4 37 K NO COUNIX:B~.08 s~eH Itl3,see ee Abbreviated Legal Descnption PIn Lots 8 and 9, Block 6,m Maplewood Dlv No 2, Vol 39, PC 39 Renee M Ramirez and Lawrence F Ram"eoz. husband and wife Full DescnptlOn located on pages I and 2 I g fie PAGE eel OF eel __________ --JSpoce Above Th,sL,,~ For RecordUlg DalQ, _________ _ FrLED BY PNWT STATUTORY WARRANTY DEED 4,'2.0(.03-4 THE GRANTOR. Accord. Inc. a Washmgton Corporation. 2/q for and In consideration of One Hundred Pony Three Thousand, Six Hundred Dollars in hand paId coveys and warrants to Lawrence F RamIrez and Renee M. Ramirez, husband and Wife, the followmg descnbed real estate, situated In the County of KING, State of Washmgton, Lot C, CIty of Renton LUA-99·167-LLA, recorded on May 22, 2000, under recording #20000522900016 being It panion of Lots 8 and 9, Block 6. and of the Defense Plant Corporation right of way, aU in Maplewood DiVIsion Number 2, according to the plat thereof recorded In Volume 39 of Plats, page 39, In King County, Washington. Reservmg unto grantors their successors and aSSIgns, for the benefit of Lot A, City of Renton LUA-99-167-LLA, recorded on May 22, 2000, under recording #20000522900016 being a portion of Lots 8 and 9, Block 6, and of the Defense Plant CorpomtJon nght of way, all '" Maplewood DIvision Number 2, according to the plOI thereof recorded m Volume 39 of Plals, page 39, In Kmg County, Washington, an easement and nght-oF-way for mgress and egress, over, through, along and across that ponlon of the above parcel of land, descnbed as follows A ponlon of Lot C of City of Renton LUA·99·167-LLA as recorded under recordmg number 20000522900016 records of King County, Washington described as follows 1 <, . I Commencing at the southwesterly comer of said Lot C, Thence nonh 52°02'30" east along the westerly line thereof 33 46 feet to the tille pomt of beginning, Thence continuing nOM 52°02'30" east along said 'westerly hne 26.33 feet; Thence south 62°]4'47" east 27.4] feet to the pomt of a curve to the nght havmg a radius of 44 00 feel;l Thence along said curve through a central angle of 90°00'00" an arc distance of 69 12 feet; thence south 27°45'13" west 10.50 feet to the northerly margm of the Maple Valley Highway (SR-t69), Thence nonh 62°14'14" west along said margm 2400 feet; thence north 27°45'13" east JO SO feet to the pomt of a curve to the left havmg a radiUS of 2000 fect, thence along said curve through a central angle of 90°00'00" an arc distance of 3142 feet; thence north 62°14'47" west 3824 feet to the point of beginning. DATED this ~/)t day of December, 2000. I STATE OF WASHINGTON COUNTY OF KINO Accord, Inc a Washington Corporation B f?,'tkllt. 13 ).Ie.l.9'" T rr (() vv{' r- y, ~----~~~~--~~-------- ) ) S8 ) (Print Name & Title) On thiS ~t(jay of December, 2000, before me, the undersigned, a Notary Pubhc m and for the Siate of WashlOgton, duly commiSSioned and sworn. personally appeared ty'\ ,,;''oe)) ( 'n r: <e.. \sc.. " , to me known to be the agent of the corporation that executed Ihe foregomg Instmment, and acknowledged the said mstroment to be the free and voluntary act and deed of said corporauon. for the uses and purposes therein menuoned, and on oath stated that she was authonzed to execute the sale Instrument on behalf of the said corporation and that the seaiufflxed, If any, IS the seal of said corporation ~'?-.~-NQ'fPUBUC 10 and for Ihe state of Washmgton resldmg at g~!,i,c." My commission expires \ c . L.:. -CJy 2 .J ZOOM RECORDATION SERVICES I A Unit of NTS POBox 192 Provo, Utah 84603 0192 IndyMac Loan Number 90129 ?;031e3:JO.5·2 III~U U~lrHI 2000016 ADT B "It SPACIl AIIOVB THIS [INE FO~ ~ECORDr:ll s usc CORPORATION ASSIGNMENT FOR VALUE RECEIVED, the undersIgned hereby grants, assIgns and transfers to GMAC Mortgage COfPO'~ all beneficIal mterest under that certam Deed of TrustIMortgage dated October 25, 1994, executed by Roger Haynes, to Stewart Title Company, and recorded as Instrument No 9410310544 on October 31, 1994 In Book __ , Page _, of OffiCial Records In the County Recorder's Office of King, WA, property described as per slud Deed ofTnlstIMortgage of Record TOGETHER, With the note or notes therem descnbed or referred to, the money due and to become due thereon With Interest, and all rights accrued or to accrue under said Deed of Trust STATE OF CALIFORNIA ) ) COUNTY OF LOS ANGELES ) By ." 11 11 " .' . On March 27, 2000 AD, before me, Lmdsay Rae Scherschllgt, a Notary Public In and for saId County, personally appeared Tom Kucera as Asst Secretary ofindyMac, Inc to me personally known, to be the person whose name IS subscribed to the WIthin Instrument and acknowledged to me that he executed the same In hiS authOrized capacIty, and that by hIS signature on the· Instrument the person or the entity IIpon behalf of whIch the person acted, executed the Instrument . D ,? C NOTARYPUBLI 1#U Lmdsa Rae Scherschllgt LOS ANGELES COUNTY, CALIFORNIA MY COMMISSION EXPJRES October 17,2003 NTS FILE/t 48903 -- .J Return Address: City Clerk's Office City of Renton 1055 s. Grady Way Renton WA 98055 Please print or type Infonnation Document Tille{s): CITY OF RENTON AG 20000112000255 PAGE eet OF 0\3 e1112/2000 e9u:!0 KING COUNTY, " DEVELOPMENT AGREEMENT -TACO TIME (RES 3414; R-98-042) Reference Number(s) of Documents assigned or releued: [on page_, __ of document(s)] Grantor(s) (Last name first, then first name and lnltials): 1. City of Renton 2. 3. 4. o Additional names on page __ of document Grantee(s) (Last name (ll'st, then first name and initials): 1. John W. Dobson, owner 2. Matthew Tonkin, presIdent of Accord Inc. , Lease Purchaser 3. 4. o Additional names on page __ of document Legal Descrlptl~n (abbreviated: i.c. lot. block, plat or section, townshJp, range): Tract B, and Lots Band 9, Bock 6, Maplewood Division No. 2. aCfordlng to the plat thereof, recorded in Volume 39 of XII Additlonallegalls on page2E-,of document Asseuor's Property Tax Parcel/Account Number: 5126900205, 512690211, 5126900215, 1632059017, [J Additional legalis on pagc __ of document The AuditorlRecorder will rely on the Infonnation provided on the form. The staff will not read the document 10 verify the accuracy or compleleness of the Indexing Infonnatlon provided herein. · '., .--.-- DEVELOPMENT AGREEMENT PARTIES This agreement made and entered into this J£'day of ])((('mb~~ 1999, by and between the City of Renton ("City"), a municipal corporation of the state of Washington, and lohn W. Dobson, owner of parcels of prope-rty within the area covered by this development agreement ("Owner"), and Matthew Tonkin, president of Accord Inc., also known as Taco Time, and lease purchaser of the same parcels of property within the area covered by this dcvelopment agreement ("Lease Purchaser"). RECITALS WHEREAS, there are existing corporate offices and commercial uses generally in the area north of Maple Valley Highway at the intersections of Monroe Avenue S.E. and Maplewood Place S.E.; and WHEREAS, those office commercial uses and related properties are presently zoned Convehience Commercial (CC); and WHEREAS, the owner of the building presently housing the Taco Time corporate offices has indicated a desire to expand those headquarters and parking areas; and WHEREAS, the Convenience Commercial zone will not accommodate such expansion; and WHEREAS, the City Council of the City of Renton, Washington believes that such expansion can be accommodated pursuant to Comprehensive Plan AmendmentslRezones, Renton Municipal Code amendments, and a development agreement as authorized In RCW Chapter 36. 70B .170 through 210; and WHEREAS, the parties have negotiated the proposed development agreement; and WHEREAS, the Planning Commission held a public hearmg about the Comprehensive Plan AmendmentslRezones redesignating properties from Convenience Commercial and ReSIdential Smgle FamilylR-B to Employment Area Commercial/Arterial CommerCIal, potential Renton Municipal Code amendments, and associated development agreement on September 16, 1998; and, WHEREAS, the City Council adopted n Planning and Development Committee minority report on January 4, 1999 which recommended retention of the ConveOience Commercial designation for the Taco Time properties, redesignation of a small portion of an adjacent Residential Single FamilylR-B zoned lot to Convenience Commercial for access/parking purposes, and amendment of the Convenience Commercial zone to allow existing, legal administrative headquarters offices with a moderate expansion of offices, and parking; and WHEREAS, the adopted Committee report also includes recommendations for development agreements or covenants which incorporate Environmental Review Committee mitigation measures; and I .... -..... WHEREAS, this development agreement has been presented at a publJc hearing before the City Council held on the 14th day of June, 1999; and WHEREAS, the City Council has taken into account the public comment presented at that pubhc hearing; and I WHEREAS, this development agreement has been reviewed and approved by the City Council of the City of Renton, Washington; and WHEREAS, this developme~t agreement appears to be in the best interes.ts of the citizens of the City ofRenlon, Washington; NOW, TIIEREFORE, the parties do agree as follows: SECTION 1. AUTHORITY Pursuant to RCW 36.708.170(1), the CIty and persons with ownership or control of real property are authorized to enter into a development agreement setting forth development standards and any other provisions that shall apply to, govern, and vest the development, use, and mitigation of the development of the real property for the duration of such development agreement. SECTION 2. SUBJECT PROPERTIES A. Legal Description and IUustratlve Map: The subJect. property is legally described in Exhibit A, attached hereto and incorporated by reference as if fully set forth, and graphically represented in the drawing attached as Exhibit B and incorporated herein as if fully set forth . D. KIng County Property [dentlncatlon Numbers: The followhlg list indicates the King County Property Identification Numbers applicable at the time of this development agreement, and a brief description of cUlTent uses on the properties: Property Identification General Description of Number Current Uses 5126900205 Southerly portion of said property to be redesignated Convenience Commercial allowing access/parking, and northerly portion to remain residentially designated recognizing existing home 5126900211 Location of corporate offices 5126900215 Location of espresso stand 1632059017 Power line and fuel1ine easement area .. Lrl LI"'I "" Cl Cl Cl "" .--.-- Cl c::J c;:) c::J "" SECTION 3. DEVEl .. OPMENT STANllARDS A. Permitted and Prohibited Uses: 1. Permitted and Prohibited Uses. Except as provIded in subseclton A.2 below, the applicable conditions of the Convenience Commercial Zone Identified In the Renton Municipal Code (RMC) Title 4, Development Regulations, in effect at the time of this agreement, or as thereafter amended, shall apply to interpretatIOn pf permitted and prohIbited uses applicable to the subject properties. 2. Maximum Expansion of Existing, Legal Administrative Headquarters Offices. Existing, legal administrative headquarters offices are permitted secondary uses, subject I to: a. b. Parking expansions may be allowed in accordance with RMC Title 4 Parking, Loadmg and Driveway Regulations in effect at the time of this agreement, or as thereafter amended. A one-tIme expansion of building square footage, not exceeding 3,500 square feet may be permitted, subject to: . i. The site plan review process; and ii. The building expansion shall be addressed in a single site plan review' application; there shall be no phasing, and iii. Complete building and construction applications shall be submitted to the City by the Lease Purchaser, or Owner, or their representatives no later than June I, 2006. The Lease Purchaser, or Owner, or their representatives shall obtain all necessary building and construction pennit approvals from the City no later than December I, 2006. Building permIt expiration shall be governed by the Uniform Building Code. If complete applications are not made, andlor permIt approvals are not obtained by the respective dates, the allowances for bUIlding expansion shall expire. iv. Once all necessary approvals are obtained, the expansion is constructed, and occupancy is permitted, no additional expansions shall be allowed. c. Parking and buildmg expansion related to the Taco Time Corporate Offices should be generally consIstent WIth the conceptual plan in ExhibIt C, unless, based upon City review, changes are warranted in order to meet all applicable City regulations and requirements. d. The site plan review process shall be conducted in accordance Wlth Section 5 of this Agreement. B. Site qevelopment Standards: The development standards of the RMC Title 4 in effect at the time of this agreement, or as thereafter amended, shall apply to the subject properties, except as provided in subsection B.I to B.3 below. J 1. Building Height: Maximum building height shall be 3S ft., except for WIreless Communication Facilities which shall comply with the height standards and Airport Related Height Limits of the RMC Title 4 in effect at the time of this agreement, or thereafter amended. 2. Landscaping: a. Standards: ~ANDSCAPING Minimum Landscape Width Required Along lOft., except where reduced through the sIte plan eview process. Public Streets Minimum Landscape Width Required When 15 ft. wide sight-obscuring landscape strip. The It Commercial Lot is Afacent to Property lHearing Examiner may modify the sight-obscuring iDeslgnated Residential !provision In order to provide reasonable access to the IProperty through the site plan reVlew process. If the CC ot is adjacent to Maplewood Park, non-sight-obscunng andscaping shall be allowed where appropriate to ~nsure adequate visibility for purposes ofpubJic safety. ~f the street is a designated arterial by the Transportation ~Iement of the Comprehensive Plan, non-sight- pbscuring landscaping shall be provided unless otherwise determined by the Hearing Examiner through he site plan review process. These provisions may be modIfied by the Hearing Examiner through the site plan review process where he applicant can show that the same or better result will occur because of creative design solutIons, umque aspects or use, etc., thaI cannot be fully anticipated at this time. lMinlmum Landscape Width Required When IA ] 0 ft. slght-obscuring landscape strip shall b( ~ Commercial Lot Is Abutting to Property provided. A solid 6' barrier wall shall also be provided IDeslgnated Resldentlall ~nd located within the landscaped strip. A maintenancf ~greement or easement for the landscape strIP shall b( secured. A solid barrier wall shall not be located closer han 5' to an abuttmg residentially zoned 1 lot. ~ese provisions may be modified by the Hearing ~xaminer through the site plan review process where he applicant can show that the same or better result will Ioocur because of creative design solutions, unique ~spects or use, etc., that cannot be fully antiCIpated at his time. 1 R-I, R-S, R-S, R-IO, R~14, or RM-I zones, or the successor zones most similar to the listed zones which exist at the time of this agreement. J/ ., <:I b. Timing of Landscape Improvements: For the subject properties, the landscape requirements of subsection B.2.a shall be applied, and installed pnor to final CIty inspection of; i. Any building demolition requiring a demohtion pennit; and/or II. Building constructIOn which expands the footpnnt of current buildmgs or adds additional buildings on site; and/or iii. Parking stall additionslreconfigurations which add parking/access areas to portions of properties which, at the tIme of this agreement, do not have improved parking/access surfaces. For any other development applications requiring City reView, the reviewmg official shall determine application of landscaping requirements to address the potential visual and compatibility effects of the specific development request. 3. Access: Access for the subject properties shall be through the existing or future Taco I Time development, and not from Newport Ave SE. (SE 6th St.) SECTION 4. 1..0T LINE ADJUSTMENT Prior to the issuance of any City permits allowing expansion based on Section 3.A.2 of this Agreement, , the Owner or his agent, or the Lease Purchaser with the Owner's consent shall prepare and submit a Lot Line Adjustment application which adds the southern portion of Parcel No. 5126900205 to either parcel number 5126900211 or 1632059017. The purpose of the lot line adjustment is to allow Accord Inc. (Taco Time) access across their leased properties. The boundary of the lot line adjustment shall: A. Recognize the boundary of the Convenience Commercial designation on Parcel Number 5126900205 as shown on Exhibit Bj and B. Result in a conforming lot for the northerly portion of Parcel Number 5126900205 and allow retention of the existing single family residence that will remain designated Residential Smgle FamllylR·8. SECTION 5. SITE PLAN REVIEW A. When Required: For the subject properties, site plan review IS required for any size development or redevelopment. B. Review Authority and Hearing: The following subsections supersede RMC Section 4-9·200.C and D. Exemptions and Criteria to Determine if Public Hearing is Required, respectively. All other provisions of RMe Section 4·9·200 shall apply. I. Development proposals which are categorically exempt from review under the State Environmental Policy Act shall be subject to the administrative site plan review process. .. Lrl Lrl C'.I C::I c:::J c:::J C'.I .--..- c:::> C::I c:::J c:::J C'.I 2. Development proposals which are not categorically exempt from revIew under the State Environmental Pohcy Act shall be subject to the Hearing Examiner site plan review process. C. Other Requirements: See Section 3.A.2 of this Agreement. SECTION 6. I EFFECT OF DEVELOPMENT AGREEMENT Unless amended or terminated, this Development Agreement is enforceable during its term by a party to this Development Agreement. This Development Agreement and development standards in this Development Agreement shall govern during the term of this Development Agreement. ThIs Development Agreement may not be subject to a new zoning ordtnance or an amendment to a zoning ordinance or development standard adopted after the effective date of this Development Agreement, unless otherwise provided in this Development Agreement. Any permit or approval issued by the CIty after the execution of this Development Agreement must be consistent with this Development Agreement. SECTION 7. EFFECT OF OTHER CITY REGULATIONS A. B. C . D. E. Definitions: The defimtions of RMC Title 4 in effect at the time of this agreement, or as thereafter amended, shall apply to interpretation of permitted uses and site development standards provided in this development agreement. ParkJag: The Parking and Loading regulations of RMC Title 4 in effect at the time of this agreement, or as thereafter amended, shall apply to this development agreement. Environmental Review/Sensitive Areas: Where applicable, all development shall comply with all environmental review and sensitive area regulations, including, but not hmited to, Greenbelt Regulations, Wetlands Management, Aquifer Protection, Tree Cutting and Land Clearing, Landscaping, Shoreline Master Program, Flood Hazards, and Environmental Ordtnance (SEPA), addressed in Title 4 and Title 8 of the Renton Municipal Code which are in effect at the time of this agreement, or as thereafter amended. Signs: TIle Sign Code, RMC Title 4, in effect at the time of this agreement, or as thereafter amended, shall apply to this development agreement. Other Development Regulations and Permits: Development shaH be subject to any other applicable development standards or requirements not otherwise specified in this agreement including, but not limited to, permit process requirements, impact fees, mitigation measures, development condItions, street and utilIty regulations and specifications, subdivision regulations, and health and sanitatIon regulations, which are in effect at the time of thIS agreement, or as thereafter amended. SECTION 8, AUTHORITY RESERVED Pursuant to RCW 36.708.170(4) the City reserves its authority to impose new or different regulations to the extent required by a serious threat to public health and safety. , .' SECTION 9. RECORDTNG Pursuant to RCW 36.70B.190, this development agreement shall be recorded wIth the real property records of King County. Dunng the tel1ll of the development agreement, the agreement is binding on the parties and their successors. SECTION 10. TERM A. Building expansion allowances shall sunset no later than December I, 2006 m accordance with Section 3.A.2.b of this Agreement. B. Except for Section 3.A.2.b, the remamder of this development agreement runs in perpetuity with the subject properties, unless amended or rescinded by the City Council in accordance with the I procedures of Section II below. The parties of this development agreement agree to evaluate the agreement periodically, but not less than every ten years. Where appropriate, penodlc review of the development agreement shall generally coincide wIth the City's evaluation of its entIre Comprehensive Plan every ten years, pursuant to RMC Title 4 in effect at the tIme of this agreement, or as thereafter amended. SEcrJON 11, AMENDMENT The provisions of this agreement may only be amended with the mutual consent of the parties. No additions or alterations of the tel1lls of this agreement shall be valid unless made in writing and formally approved and executed by the duly authorized agents of all parties. The City shall consider amendments to the development agreement after a public hearing by the designated hearing body, Ilnd any amendments shall be adopted by ordinance or resolutIon of the City Council, and thereafter recorded. DATED this /~&Jv day of ~ ,1999. CITY OF RENTON A~Fonn: ~ L~ty Attorney r .' \ ., .1. ( •• "'-I '.. r ", "'" 7 STATE OF WASHINGTON) )ss COUNTY OF KING ) THIS IS TO CERTIFY that on Isth day of ~a 1-n),iIA.., 1999, before me, the undersigned, a notavublic in and for the tale of Washington, duly commissioned and sworn, personally apJ!~ared ~ IrJ.; lUA, r. L, 1e,,1I'.-U1\, to me known to be the M9~L tvytt! Wi, ([i'''hT the City of Renton, a muni pal corporation that executed the wlthm and forgoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said City for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute such mstrument, and that the seal affixed, if any, IS the corporate seal of said City. IN WITNESS WHEREOF, I have hereto set my hand and affixed my offiCIal seal the day and year first above written. PROPERTY OWNER _~~~--,,\Dr...=.-.-.;..~...:.=-~-_'Sl ~.Dobson ~ . 'v\ ~ "-""'S"":> ... ~~ ........ STATE OF WASHINGTON ) \IV U ~ss Y' Ire-~ ?~~ COUNTY OF KING VJ "ntp-I"-k' , r certify that I know or have satisfactory evidence that Je.M W. Dobson is the person who appeared before me and who signed this instrument and acknowledged It to be his free and voluntary act for the uses and purposes mentioned in the instrument. DATED: _~Qw~~~~-=--=.3,--_""" 1999. -_ .... ,"",'\ _--~ R. 41,'\\ ;'~~ ......... ",,'I, . ;' _ •• ·c.,c;,ION ~'I..":.s-'" , r. . 1:..' ,~~~ ~ ~ . !:f /~ t-\OTAAy ~ Y PUBLIC in and for the State of Washington, ~ I-~o -.-~ot¥Y: :rAB-l~rJJJG:. g. Vyl.l 'U\c.tL "1 .... , PUBUC ~. /ppointment expires: _~;:...-_4.L.-O=..I2.=-____ _ I,~",IS·O.O,!-.'· '" \T~"'''-::~~: \\, DFWp;:l\':_- \\" ..... ,:"' ..... :, .... - ACCORD INC. (LEASE PURCHASER) B~~ Matthew Tonkin, President ~ - STATE OF W ASHlNGTON ) }ss COUNTY OF KING } THIS IS TO CERTIFY that on this ~9 day of ~ ~ • 1999. before me. the undersigned. a notary public in and for the State of Washington. duly commissioned and sworn. personally appeared Matthew TonlOn to me known to be the President of Accord Inc .• the corporation that executed the withm and foregoing instrument and acknowledged the said Instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned. and on oath stated that he was authorized to execute said instrument. and that the seal affixed, if any. is the corporate seal of said corporation. WITNESS my hand and official seal the day and year in this certificate first above written. " ........ ", "", ~SON 1", ...... Q~ •• "........ '-:\ .:-~ ..•• ~ t,lIP1Re;··.. .-!. {~/!o t-.I/ \~\'~ ·3:;~o .. ~CJ n:l: : \J ~ Q / ~~ / ,: \1.,) q • .!;' "I ..... ', ." NOTARY PUBLIC In and for the State of Wash mgt on. Notary: ~. \ \ -t ..... "'" D 0 \e",) ~ '=>. My appointment expires: y -~ -0 I q EXHIBIT A LEGAL DESCRIPTION Tract B, and Lots 8 and 9, Block 6, Maplewood Division No.2, according to the plat thereof, recorded in Volume 39 of Plats, Page 39, in King County, Washington: I EXCEPT that portion of said Lot 9 described as follows: Beginning at the most westerly comer of Lot 1, said Block 6: thence South 61 °09' I 5" East a distance of 50 feet; thence South 09°55'00" West a distance of 51 feet; thence North 65°05 '00" West a distance of 40 fect; thence Northerly, along the westerly line of said Lot 9, a distance of 59.6 feet to the Point of Beginning; AND EXCEPT those portions Ihereoflying southwesterly orthe northeasterly margin of State Road No. S (SRI69) as said margin was established under Kmg County Supenor Court Cause Number 757887. AND EXCEPT that portion of said Lot 8 described as follows: Beginning at the northwesterly comer of Lot 8, Block 6, Maplewood DiviSion No.2, accordmg to the plat thereof, recorded in Volume 39 of Plats, Page 39, in King County, Washington; thence North 70°16'15" East, along the north hne of said Lot 8, a distance of 128.44 feet to a point on a curve concave to the east having a radius of 192.20 feet and a central angle of 14°35'05" and being subtendc:d by a chord which bears South 20°2 I '00" East 48.79 feet, said point being on the southerly margin of Southeast 144th Street (Southeast 6th Street) as shown on said plat; thence southeasterly along said curve and said margin, a distance of 48.93 feet to the northeast comer of said Lot 8; thence South 52°02'30" West, along the east line of said Lot 8, a distance of 67.32 feet; thence North 62°40'58" West a distance of95.43 feet to the True Point of Beginning Containing 0.14 ACRES more or less. TOGETIIER WlTII 111at portion of the Defense Plant Corporation Right of Way as shown on Maplewood Division No.2, according to the plat thereof, recorded in Volume 39 of Plats, Page 39, 10 King County Washington, lying between Lot 8, Block 6, and Tract B of said plat; and northeasterly of the northeasterly margin of State Road No.5 (SR 169) as said margin was established under King County Superior Court Cause Number 757887. All situate in the Southeast quarter of Section 16, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington. 10 2000 011 2000255 A1Qpje· ~ q11ey ll" o 100' j--5*wst;g;;;jWY,.pg¥Wh • '1 1:1,200 Property e NeIghborhoods " SlraLe"c PJannm, .!m • UJ/N/SP .~ L Crueler. 0 Dc:nnlSon o Juno 19911 -llWy '-S!(lB9 Development Agreement EXHIBIT B: ILLUSTRATIVE MAP BUlldmg Oullmes Subject Area 2000 011 2000255 .~ ------------\- BtrIl.DIt"C A • f:<IST1l!G Dmo: srAO: 1 ~'Ol\IES·1.m TOTAl. SF IJUILtlD1C B_ £A!SJ1loiGTBAThT.C; rnT£il 1 ST011.Y -IPSOTOTAl.Sf _ -LAl't."1lSCAPtDARJ:A \ &."'u R~ ,,/..-- ,,, .. ~ , , / MAPLE VALLE Y IDGHWAY fROPOgP rusn AnnmO"'''L r"RJWIC; EXlSTDiG BUU.DIIIGS ON SITE TOTAL 91<0 SQ FT. MAXIMUMPA1X!NGSTALU Al.1.0WED lCA ZOl,1NC) ~ 5 POlI,OOOSQ FT.-~J STALLS lROrowma.sr n -AnumcmIQ l!l1!l.W!Gj PROPOllD ADllIi10N TO OmCE BUIIJ>lIIG OF J4DO SQ. Ft' U,I(lTOTALSQ FT, WJOMUM PAlWNG STALLS ALLOWED leA ZOl\1NC) 45 PEP. 1,000 SQ FT -59 STALLS OJUBlTC: CO:-1CUl11AL SlT£ 1'lA.~ SE 6tH SI1!.£n SITE PLAN SCALE l~ -40'-0- ~ .1'lORTH '" Return To Seattle Metropo11tan Credit Un10n P.O. Box 780 Seattle, WA 98111-0780 Deed of Trust Asses~or' s Parcel or Account Number 512690-0205-02 Abbreviated Legal DescnplIon Ptn. Lot 8, Block 6, Maplewood D1V. No.2, Vol. 39. pg. 39 Renee M. RAm1rez and Lawrence F. Ramirez /Include 101, bloclc and pIal or ~cL/lon IOWIIShlP ,md range} Full legal deSCription localed on page 2 ------------CSpaco Abovo 11us LillO Fpr RecprdmB n .. ,III------------ DEED OF TRUST FILED BY PNvVT YI ?;73J .. l en THIS DEED OF TRUST ("Security Instmmentn) IS made on september 21at, 2000 The grantor IS c:l ~ Reneo M. Ram1rez and Lawrence P. Ramirez ~ as w1fe & husband '" ("Borrower") The trustee IS T. D. Service 1820 East F1rst Avenue #300 Santa Ana, CA 92705 ("Truslee") The beneficIary IS Seattle Metropolitan Credit Un10n which IS organized and eXlstmg under Ihe laws of THlI: UNITBD STATIIS OF AMBRrCA address IS P. O. Box 780 • and whose Seattle, WA 98111-0780 sum of S1xty Two Thousand Jl1ve Hundred ("Lender") Borrower owes Lender the prmclpal and 00/100 WASHINGTON-Slnglo Famllv-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9/90 O.,-6RIWAI197011 Aman\19d ~/l1 Pego 1 01 6 Inltlols 1S..MJS.. L-~~. VMP MORTGAGe FOAMS -1800)621-7291 Dollars (U S $ 62,500. 00 This debt IS eVidenced by Borrower's note dated the same date as this Secunty Instrument ("Note"), which provIdes for monthly payments, wHh the full debt, If not paid earher, due and payable on October 1st, 2030 TIlls Security Instrument secures to Lender (a) the repayment of Ihe debt eVIdenced by the Note, with tnterest, and all renewals, extenSIOns and modifications of the NOle, (b) the payment of all other sums, with mterest, advanced under paragraph 7 to protect the secunty of thIS Securtty Instrument, and (c) the performance ·of Borrower's covenants and agreements under thiS Secunty Instrument and the Note For thiS purpose, Borrower Irrevocably grants and conveys to Trustee, In trust, with power of srle, the follOWing desCribed property located In KING County, Washington Lot B of C1ty of Renton, LUA-99-167-LLA reaorded May 22, 200 under Recording Number 2000522900016 be1ng a portion of Lot 8, Block 6, Maplewood DiviDion Number 2, aaaord1ng to the plat thereof redordod 1n Volume 39 of Plats, page 39, 1n K1ng County, Wash1ngton. which has the address of 3333 Newport Avenue Southeast Renton ISIn:"I, Cllyl. Washmgton.980S8 rZlpCodcl ("Property Address"), TOGETHER WITH all the Improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered by thiS Security Instrument All of the foregOing IS referred 10 In thIS Secuflty Instrument as the ·Property " BORROWER COVENANTS thai Don'ower IS lawfully seIsed of the estate hereby conveyed and has the nght to grant and convey the Property and that the Property IS unencumbered, except for encumbrances of record Borrower warrants and Will defend generally the tule to the Property against all claims and demands, subject to any encumbrances of record THIS SECURfTY fNSTRUMENT combmes umform covenants for nallonal use and non-Uniform covenants WIth limited vartallons by Junsdlctton to constItute a Uniform security Instrument covering real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows I. Payment of PrinCipal Ilnd rnterestj Prepayment and l..ate Charges. Borrower shall promptly pay when due the prmclpal of and mterest on the debt eVidenced by the Note and any prepayment and late charges due under the Note 2. Funds for Taxes and Insurance. Subject to appitc.1ble law or to a written w8lver by Lender, Borrower shall pay to Lender on the day monthly payments are due under the Note, until the Note IS paid In full, a sum ("Punds") for (a) yearly taxes and assessments willch may attam pnomy over thIS Secunty Instrument as a lien on the Propeny, (b) yearly leasehold payments or ground rents on the Propeny. If any, (e) yearly hazard or property msurance premiums, (d) yearly flood Insurance premiums, If any, (e) yearly mortgage msurance premiums, If any, and (f) any sums payable by Borrower to Lender, tn accordance With the prOVISions of paragraph 8, tn heu of the payment of mortgage msurance premIUms These Items are called "Escrow Hems· Lender may, at any lime, collect and hold Funds 10 an amount not to exceed Ihe maxImum amount a lender for a federally related mortgage loan may requIre for Borrower's escrow account undrr the federal Real Estate Selliement Procedures Act of 1974 as amended from time to Ilme, 12 USC Secllon 2601 ef seq ("RESPA "), unless another law that appIJes to the Funds sets a lesser amount If so, Lender may, al any lime, collect and hold Funds In an amount not to exceed the lesser amount Lender may eSllmate the amount of Funds due on the baSIS of current data and reasonable CSllmales of expenditures of future Escrow Ilems or otherwise In accordance wllh applicable law The Funds shall be held m an IOSIIlUlIon whose deposlls are Insured by a federal agency, mstrumentaltty, or entlly (mciudlOg Lender, If Lender IS such an Instltullon) or 1n any F,.qderall'ome Lo3t2-tnlllals~.M,~ ~f' . 0. -6R(WAI (9701) Pago 2 of 8 Form 3048 9/90 ~ Bank Lender shall apply the Funds to pay the Escrow Items Lender may not charge Borrower for holdmg and applYing the Funds, annually analyzing the escrow account, or verlfymg the Escrow hems, unless Lender pays Borrower Inlerest on the Funds and applicable law permits Lender to make such a charge However, Lender may reqUire Borrower to pay a one-time charge for an mdependent real estate tax. reportmg servIce used by Lender In connectIOn with thIS loan, unless applicable law provIdes otherwIse Unless an agreement IS made or applicable law reqUIres mterest to be paid, Lender shall not be reqUIred to pay Borrower any mterest or earnmgs on [he Funds Borrower and Lender may agree m wntmg, however, that Interest shall be paId on the Funds Lender shall gIve to Borrower, wllhout charge, an annual accountmg of rhe Funds, showmg credits and debIts to the Funds and Ihe purpose for which each dehlt to the Funds was made The Funds are pledged as additIOnal securtty for all sums secured by lhls Security Instrument If Ihe Funds held by Lender exceed the amounls perrnllled 10 be held by applicable law, Lender shall account 10 Borrower for the excess Funds In accordance wllh the requIrements of applicable Jaw If the amount of the Funds held by Lender at any lime IS nol suffiCIent 10 pay Ihe Escrow Items when due, Lender may so nOllfy Borrower In wntmg, and, m such case Borrower shall pay to Lender the amount necessary to make up rhe defiCiency Borrower shall make up the defiCIency m no more than twelve monthly payments, al Lender's sole dlscrellon Upon payment In full of all sums secured by thIS SccurllY Instrument, Lender shall promptly refund to Borrower any Funds held by Lender If, under paragraph 21, Lender shall acquire or sell the Property, I Lender, pnor to the acquIsJlJon or sale of the Property, shall apply any Funds held by Lender at the time of acquIsitIon or sale as a credIt agamst the sums secured by thIS Securuy Instrument 3. Application of Payments. Unless applicable law prOVides otherwise, all payments receIved by Lender under paragraphs 1 and 2 shalJ be applied firsl, to any prepayment charges due under the Note, second, to amounts payable under paragraph 2, third, to Interest due, fourth, to pnnclpal due, and last, to any late charges due under the Note 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fmes and ImpOSItIons attnbutable to the Property which may allam pnonty over thIS Secunty Instrumenr, and leasehold paymenrs or ground rents, If any Borrower shaH pay these obllgallons In the manner prOVided m paragraph 2, or If not paId tn that manner, Borrower shall pay them on tIme dIrectly to the person owed payment Borrower shall promptly furnIsh to Lender all notices of amounts to be paId under thiS paragraph If Borrower makes these payments dIrectly, Borrower shnll promptly furnish to Lender receIpts eVidenCing the payments Borrower shall promptly discharge any hen which has pnonty over thiS Secunty Instrument unless Borrower (a) agrees m wnllng 10 the payment of Ihe obligation secured by the hen In a manner acceptable to Lender, (b) conlests m good faith the lien by, or defends agamsl enforcement of the Iten In, legal proceedmgs which In Ihe Lender's oplmon operate to prevent the enforcement of rhe laen. or (c) secures from the holder of the hen an agreemem satisfactory to Lender subordlnatlOg the hen to thIS SecuClly Inslrument If Lender determmes that any part of the Property IS subject to a hen whIch may altam pnonty over thIS Secunty Instrument, Lender may give Borrower a nOllce Idenllfymg the hen Borrower shall sallsfy Ihe Iten or take one or more of the actIOns set forth above wlthm 10 days of the gIVing of notIce S. Hazard or Property Insurance. Borrower shall keep the Improvements now eXlstmg or hereafter erected on the Property Insured agatnst loss by fIre. hazards tncluded wJlhtn the term "extended coverage" and any other hazards, IOcludlOg tloods or tloodlOg, for whIch Lender reqUIres IOsurance This Insurance shall be matntatned 10 the amounts and for the penods that Lender reqUIres The IIIsurance carner proVIdIng the IIIsurance shaH be chosen by Borrower subject to Lender's approval which shall not be unreasonably wllhheld If Borrower falls to malOtalO coverage descnbed above, Lender may, ar Lender's option, obtam coverage to protect Lender's TIghts 10 Ihe Property In accordance With paragraph 7 AH IOsurancc poliCies and renewals shall be acceptable 10 Lender and shall Include a standard mortgage clause Lender shall have the nght to hold the poliCies and renewals If Lender requIres, Borrower shall promptly gIVe to Lender all receipts of paId premIUms and renewal notices In the event of loss, Borrower shall give prompt nottce to the rnsurance camer and Lender Lender may make proof of loss If not made promptly by Borrower Unless Lender and Borrower otherWise agree 10 WrlllOg, IOsurance proceeds shall be apphed to restoratIon or repnlr of rhe Property damaged, If the restoration or repair IS economically feaSIble and G-6RtWAI (9701} (I) Page 3 ot 8 InIIlUluK.~,g. I~~ Form Jolla 9190 Lender's secunty IS not lessened If the restoration or repair IS not economically feasible or Lender's security would be lesseryed, the Insurance proceeds shall be applied to the sums secured by thiS Security Instrument, whether or not then due, with any excess paid to Borrower If Borrower abandons the Property, or does not answer wlthm 3D days a notice from Lender that the msurance carner has offered to settle a claim, then Lender may colleci the Insurance proceeds Lender may usc the proceeds to repair or restore the Property or 10 pay sums secured by thiS Security Instrument, whether or not then due The 3D-day period Will begm when the notice IS given Unless Lender and Borrower otherwise agree m wrltmg, any application of proceeds to pnnclpal shall nol extend or postpone the due date of Ihe monthly payments referred to In paragraphs 1 and 2 or change the amount of Ihe payments If under paragraph 21 the Property IS acqUIred by Lender, Borrower's right to any msurance poliCies and proceeds resultmg from damage to the Property prior to the acquIsition shall pass to Lender 10 the extent of the sums secured by thIS Securuy Instrument Immediately pnor to the acqulsll10n 6. Occupancy, Preservation, Mamtenance and Protection or the Property; Borrower's Loan Application; Leaseholds, Borrower shall occupy, estabhsh, and use the ProperlY as Borrower's princIpal reSidence wlthm sixty days after the executIOn of thiS Security Instrument and shall continue to occupy the Property as Borrower's prinCipal reSidence for at least one year after the date of occupancy, unless Lender otherwise agrees m wntmg, which consent shall not be unreasonably Withheld, or unless extenuallng ClrcumSlllnces eXist whIch lire beyond Borrower's control Borrower shaJl nOI destroy, damage or Impair the Property, allow the Property to deteriorate, or commit wlISte on the Propeny Borrower shall be In default If any forfellure acllon or proceeding, whether CIVIl or Criminal, IS begun that In Lender's good faith Judgment could result m forfeiture of Ihe Property or otherwIse matenally Impair the lien created by thiS Security [nstnlment or Lender's security Interest Borrower may cure such a default and remstate, as prOVIded' In paragraph) 8, by causmg the action or proceedmg to be dismissed with n ruhng that, In Lender's good faith dele,mmaHon, precludes forfeuure of the Borrower's Interest In IheProperty or olher malenal Impairment of Ihe hen created by thiS Secunty Instrument or Lender's security Interest Borrower shall also be In default If Borrower, during Ihe Joan apphcallon process, gave matenally false or tnacCurale mformallon or statements to Lender (or failed to prOVIde Lender With any matenal tnfOrmallon) In connecllon wllh the loan eVidenced by the Note, including, bUI nol limIted to, representallons concernmg Borrower's occupancy of the Property as a prinCipal reSidence If thiS Securrty Inslrument IS on II lellSehold, Borrower shall comply With all the prOVISions of the lellSe If Borrower acqUIres fee title to the Property, the leasehold and the fee utle shall not merge unless Lender agrees to the merger m wrttlng 7. Protection of I_ender's Rights In the Property, If Borrower flliis to perform the covenants and agreemenls contained In thiS Security Instrumenl. or there IS a legal proceedmg that may slgmflcantly affect Lender's nghts m the Property (such as a proceedmg m bankruptcy, probate, for condemnatIon or forfeiture or 10 enforce laws or regulations), then Lender may do and pay for whatever IS necessary 10 protecl the value of the Property and Lender's nghts m Ihe Property Lender's actIOns may Include paymg any sums secured by a Iren which has Priority over Ihls Secunty Instrument, appearrng rn court, paymg reasonable attorneys' fees and entermg on the Property to make repairs Although Lender may take action under thiS paragraph 7, under does not have to do so Any amounts disbursed by Lender under IhlS paragraph 7 shall become addItional debt of Borrower sccured by Ihl~ Securlly Instrument Unless Borrower and Lender agree to other terms of payment, these amounts shall bear Interest from the date of disbursement at the Note rate and shall be payable, with Interest, upon notice from Lender to Borrower requestmg payment 8. Mortgage Insurance If Lender reqUired mortgage Insurance as a condlllOn of makmg the loan secured by thiS Secunty Instrument, Borrower shall pay Ihe premIUms reqUIred to maintain the mortgage Insurance In effect If, for any reason, the mortgage Insurance coverage required by Lender lapses or ceases 10 be tn effect. Borrower shall pay the premIums reqUired to oblarn coverage substantially eqUIvalent to the mortgage msurance preViously m effect, at a cost substantially eqUIvalent 10 the cost to Borrower of the mortgage rnsurance preViously m effect, from an alternate mortgage ,"surer approved by Lender If substantially eqUivalent mortgage Insurance coverage IS not available, Borrower shall pay to Lender each Inltlols R,M,g. L,~.~. ca ·6RIWAl197011 Pago 4 of 8 Form 3048 9/90 ® month a sum equal 10 one-twelfth of Ihe yearly mortgage Insurance premIum bemg paId by Borrower when the Insurance coverage lapsed or ceased to be In effect Lender wIll accept, use and retain these payments as a loss reserve In Iteu of mortgage Insurance Loss reserve payments may no longer be reqUIred, at Ihe optIon of Lender, If mortgage Insurance coverage (10 the amount and for the penod Ihat Lender reqUIres) prOVIded by an msurer approved by Lender agam becomes aVailable and IS obtamed Borrower shall pay the premIUms requIred to mamtam mortgage Insurance In effect, or to provtde a loss reserve. untIl rhe requIrement for mortgage Insurance ends m accordance WIth any wrttten agreement between Borrower and Lender or appIJcable law 9. InspectIon. Lender or liS agent may make reasonable entnes upon and inspections of Ihe Property Lender shall gIve Borrower notIce at Ihe tIme of or prtor to an mspectlon speCIfYing reasonable cause for the Inspectton 10. CondcmnnUon_ The proceeds of any award or claIm for damages, direct or consequentlal, In conneCllon with any condemnallon or other takmg of any part of the Property. or for conveyance to lIeu of condemnatIon, are hereby asSIgned and shall be paId to Lender (n the event of a total takmg of the Property, the proceeds shall be applied to the sums secured by thIS Security Instrument, whether or not then due, with any excess paId 10 Borrower In the event of a partIal taking of the Propeny m whIch the faIr market value of the Property IInmedlalely before the takmg IS equal to or greater than the amount of the sums secured by thIS SeCUnLy Instrument ImmedIately before the taking, unless Borrower and Lender otherwIse agree 10 wnllng, the sums secured by IhlS Security Instrument shall be reduced by the amount of the proceeds muillplled by the follOWing fracllon (a) the total amount of the sums secured ImmedIately before the taking, dIVIded by (b) the faIr market value of the Property Immediately before the taking Any balance shall be paId to Borrower In the event of a partial takmg of the Property m wblch tbe faIr marker value of the Propeny ImmedIately before tbe laking IS less than the amount of the sums secured ImmedIately before the taking, unless Borrower and Lender otherwise agree m wrtl1ng or unless apph¢llble law otherwIse prOVIdes, the proceeds shall be apphed to Ihe sums secured by Ihls Secunty Inslrument whether or not the sums are Ihen due If the Property IS abandoned by Borrower, or If, after notice by Lender to Borrower that Ihe condemnor offers 10 make an award or settle a claIm for damages, Borrower fatls to respond to Lender wlthm 30 days after the date the notice IS gtven, Lender tS authOrIZed to collect and apply the proceeds, at liS opllon, eIther to restaralton or repaIr of the Property or to the sums secured by Ihls SecuTlty Instrument, whether or not then due Unless Lender and Borrower otherwIse agree m Wrttlng, any appltcallon of proceeds to prinCIpal shall not extend or postpone the due date of Ihe monthly payments referred to m paragraphs I and 2 or change the amount of such payments 11. BOlTOwer Not Released; Forbearance By Lender Not a Waiver. ExlenslOn of [he tIme for payment or modlncatJon of amorllza!Jon of the sums secured by thIS Security Instrument grnnled by Lender 10 any successor 10 mterest of Borrower shall not operate to release the Itablhty of the ongmal Borrower or Borrower's successors In mterest Lender shall not be reqUired to commence proceed lOgs agamst any successor lfi Interesl or refuse to extend time for paymenl or otherwise modIfy amorllzatlon of the sums secured by thiS Securtty Instrument by reason of any demand made by the onglnal Borrower or Borrower's successors m Interest Any forbearance by Lender m exerclsmg any rtght or remedy shall not be a waIver of or preclude the exerCIse of any nght or remedy 12. Successors and Assigns Bound; Joint and Several LlabUlty; Co-signers. The covenants and agreements of thIS Securny Instmment shall bmd and benefit the successors and assIgns of Lender and Borrower, subject to the prOVISions of paragraph J7 Borrower's covenants and agreements shall be JOint and several Any Borrower who co-signs thIS Secunty Instrument but does not execute the Note (a) IS co-slgnmg thiS Security Instrument only to mongage, grant and convey Ihat Borrower's Interest In the Property under the terms of thlSI Secunly Instrument, (b) IS not personally obllgaled to pay the sums secured by thiS Securtty Instrument, and (c) agrees Ihat Lender and any other Borrower may agree to extend, modIfy, forbear or IMI8Isg.!CA.f!-., L.~ . .. -6R(WAI (97011 POGe II of B Form 3048 9/90 18> '. make any accommodallons with regard to the terms of thIs Security Instrument or the No(e without that Borrower's consent 13. Loon Charges. If the loan secured by thIs Securlly Instrument IS subject to a law which sets maJumum loan charges, and that law IS fmally mterpreted so that the mterest or other loan charges collected or to be collected 10 connection With the loan exceed the permitted Ilmlts, (hen (a) any such loan charge shall be reduced by the amount necessary to reduce Ihe charge to the permltled limit, and (b) any sums already collected from Borrower which exceeded permmed IImll8 Will be refunded 10 Borrower Lender may choose 10 make this refund by reducmg Ihe prmclpaJ owed under the Note or by makmg a direct payment to Borrower If a refund reduces pnnclpal, the reductIOn Will be treated as a partial prepayment without any prepayment charge under the Note 14. Notices. Any nOllce to Borrower prOVIded for 10 Ihls Secunty Instrument shall be gIVen by delivering II or by maIling It by first class mall unless apphcable law requires use of another method The nOllce shall be dIrected to Ihe Property Address or any other address Borrower deSIgnates by nOllce to Lender Any notice to Lender shall be gIven by first class mall to Lender's address stated herem or any olher address Lender deSignates by nOllce to Borrower Any notice prOVided for In thiS Security Instrument shall be deemed to have been gIven (0 Borrower or Lender when gIven as prOVIded In IllIs paragraph IS. Governing Law; Sevcrabillty. ThiS Security Instrument shall be governed by federal law rutd the law of the Junsdlclion In whIch the Propcny IS located In Ihe event that any prOVISIon or clause of thIS SecuTlty Instrument or the Note contllcts Wlth apphcable law, such contllct shall not affect other prOVISIOns of thIS Secunty Instrument or the NOle which can be given effeci WIthout the confllctmg provIsion To thiS end the prOVISIons of thiS Security Instrument and Ihe Note arc declared 10 be severable 16. Borrower's Copy. Borrower shaJl be gIven one conformed copy of the Note and of thIS SecurllY Instrument 17. Transfer of the Property or a Beneflclollnterest In Borrower If all or any pan of the Property or any Interest In It IS sold or transferred (or If a benefiCial mterest 10 Borrower IS sold or transferred and Borrower IS not a natural person) WIthout Lender's pnor written consent, Lender may, at Its opllon. requIre Immedlale payment In full of al\ sums secured by tillS Security Instrument However, thIS optIon shall not he exercIsed by Lender If exercise IS prohlbllcd by federal law as of the date of thiS Secunty Instrument If Lender exercIses thIS opllon. Lender shaJl gIVe Borrower nouce of accelerallon The nOllce shall prOVIde a penod of not less than 30 days from the date the notIce IS delivered or marled WllhlO whIch Borrower must pay all sums secured by thIS Secumy Instrument If Borrower falls to pay these sums prior 10 the explrallon of [JIIS period, Lender may Invoke any remedies permitted by thIS Sccunty Instrument wlthoul further notice or demand· on Borrower 18. Borrower's Right to Reinstate. If Borrower meets certam conditIons, Borrower shall have the nght to have e~forcement of thIS Security Instrument dIscontinued at any time pnor to the earlier of (a) 5 days (or such other period as applicable law may specify for reinstatement) before sale of the Property pursuant to any power of saJe contamed In thiS Securtty Instrument, or (b) entry of a Judgment enforcmg Ihls Security Instrument Those condJlJOns are that Borrower (a) pays Lender all sums which then would be due under thiS Security Instrument and the Note as tf no acceleratlon had occurred, (b) cures any default of any other covenants or agreements, (c) pays all expenses Incurred 10 enforCing thiS Secunty Instrument, IncludlOg. but not limIted to, reasonable attorneys' fees, and (d) takes such actIon as Lender may reasonably requIre to assure that the Iten of thiS Secunty Instrument, Lender's rights In the Property and Borrower's obligatIon to pay the sums secured by IhlS Secunty Instrument shall continue unchanged Upon reinstatement by Borrower. thiS Security Instrument and the obhgauons secured hereby shall remam fully effective as If no acceleralJon had occurred However. thIS nght to remstnte shall not apply In the case of llccelerallon under paragraph 17 19. Sale of Note; Change of Loan Servlcer. The Note or a partial mterest 10 the Note (together with thIS Security Instrument) may be sold one or more limes WIthout prtor notIce to Borrower A sale may result m a change 10 the entIty (known as the "Loan Servlcer:') thal collects monthly payments due under the Note and thIS Securny Instrument There also may be one or more changes of the Loan Servlcer unrelated to a sale of Ihe Note If there IS a change of the Loan Servlcer, Borrower Will be given wrllten nOllce of the change In accordance wllh paragraph 14 above and apphcable law The notice WIll state the name and address of the new Loan Servlcer and the address to whtch payments should be made The notice WIll also contain. <;P.,X other mformatlon reqUIred by applicable law In'tlals ? ~./<.. ~ . • • 6RIWAI(9701) POQII 6 01 B Form 3048 9190 III 20 Hazardous Substances Borrower shall not cause or permll tlle presence, use, disposal, storage, or release of any Hazardous Substances on or In Ihe Propeny Borrower shall not do, nor allow anyone else to do, anything affectmg the Propeny that IS In violation of any Environmental Law The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recogmzed to be appropnate to normal reSidential uses and to matntenance of the Property .: Borrower shall promptly give Lender written nOllce of any IOvestlgauon, claim, demand, lawsuit or other aCllon by any governmental or regulatory agency or private party involVing the Propeny and any Hazardous Substance or EnVironmental Law of which Borrower has actual knowledge If Borrower learns, or IS nOllfled by any governmental or regulatory authonry, that any removal. or other remediation of any Hazardous Substance affecting the Propeny IS necessary, Borrower shall promptly take all necessary remedial aCllons tn accordance With EnVironmental Law As used In thiS paragraph 20, "Hazardous Substances" are those substances defined as 10XIC or hazardous substances by EnVironmental Law and the follOWing substances gasoline. kerosene. other flammable or tOXIC petroleum products, [OXIC pestiCides and herbiCides. volatile solvents, matenals containing asbestos or formaldehyde, and radIOactive matenals As used In Ihls paragraph 20. "EnVironmental Law· means federal laws and laws of the JUrISdiction where the Propeny IS located that relate to health, safety or environmental protectton NON-UNrFORM COVENANTS Borrower and Lender further covenant and agree as follows 21. Accelcrntfon; Ucmcdles. Lender shall gIve no'ice to Borrower prior to acceleration followmg Borrower's breach of any covenant or agreement In thiS Security Instrument (hut not prior to acceleration under paragraph 17 unless applicable law provides otherwise), The notice shan specify: (a) the ddauUi (b) the action required to cure the default; (e) a date, not less than 30 duys from the date the notice Is given to Borrower, by whIch the default must be cured, and (d) that failure to cure the default on or before the date spc:elfled In the notice may resul, In acceleratIon of the sums secured by thiS Security Instrument and sale of the Propeny at public auction at a date not less than 120 days In the future, The notice shall further Infonn Borrower of the nght to reinstate after acceleration, the nght to bring a court action to assert the non-exlstcnce of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be Included In 'he notice by applicable law If the default Is not cured on or before the date speclned In the notice, Lender, at I'S option, may requIre ImmedIate payment in full of all sums secured by 'his Secunty Instrument without further demand and mlly Invoke the power of sale and any other remedIes pennltted by applicable law. Lender shall be entitled to collect all expenses Incurred In pursuing the remedies provided m this par1lgraph 21, Including, but not limited to, reasonable attorneys' fees and costs of title evidence If Lender Invokes the power of sale, Lender shaJl give written notice to Trus'ee of the occurrence of an event of default Rnd of Lenderls election to cause the Property to be sold. Trustee and Lender shall take such action· regarding notice of sale and shall give such nottces to Borrower and to other persons as applicable law may require, After the time required br appUcabJe law and after publication of the notice of sale, Trustee, without demand on Borrower, shal seU the Property at public auction to the highest bidder ot the time nnd plnce and under tbe tenns deslgnated In the notice of sule In one or more parcels and In any order Trustee detennlnes. Trustee may postpone sale of the Property for a period or periods pernutted by applicable law by public announcement at the time lind place fixed In the notice of sale. Lender or Its designee may purchase the Property at any sale. Tnlstee shall deliver to the purchaser Trustee's deed conveymg the Propeny Without any covenant or warranty, expressed or Implied The recitals In the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale m the following order' (a) to all expenses of the sale, including, but not limited to, reasonnble Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to It or to the clerk of the superior court of the county In which the sale took plnce. 22. ReconveYllnce. Upon paymenl of all sums secured by thiS Security Inslrumenl, Lender shall request Trustee 10 reconvey UIC Propeny and shaJl surrender thiS Security Instrument and all notes eVIdenCing debt secured by thiS Security Instrument to Trustee Trustee shall reconvey the Properly Wllhout warranty alld wllhoul charge 10 the person or persons legally entitled to" Such person or persons shall pay any recordation costs 23. Substitute Tnlstee. In accordance wllh appltcable law, Lender may from time to lime appotnl a successor lrustee to any Trustee apPOinted hereunder who has ceased to act Without conveyance of the Property. the successor lrustee shall succeed to all Ihe litle, power and dUlles conferred upon Trustee herem and by appltcablc law 24. Use of Property. The Propeny IS not used pnnclpally for agncultural or farming purposes IMlnts iZ,;V1,{2.. L-:~~ . • -8RIWA1197011 Pago 7 of B Form 3048 9/90 ell 25. Riders to this Security Instn.ment If one or more nders are executed by Borrower and recorded IOgrther wllh thIs Secunty Instnlment, the covenants and agreements of each such rider shall be Incorporated InIO and shall amend and supplement the covenants and agreements of thIs Security Instrument as If the nder(s) were a part of tbls Security Instrument (Check applicable box(es)] o Adjustable Rate RIder 0 CondominIUm RIder o Graduated Payment RIder 0 Planned UOIt Development RIder o 1-4 FamIly RIder o BIweekly Payment RIder o Balloon RIder 0 Rate Improvement RIder D VA RIder D Other(s) Ispeclfy] o Second Home RIder BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenanls contained In thIs Security Instrument and III any nder(s) executed by Borrower and recorded With II Witnesses ________________ (SeaJ) -Borrower . _____________ (Seal) -Borrower _______________ (Seal) ·Borrower ?_.L. __ "'?:_~ ____ >-_'-_____ (Seal) ·Borrower t=-11-----:~-1----::::.-__ ;::::_.~ ___ (Seal) -Purrowcr _______________ (Seal) ·norrower ______________ (Seal) ·Ilnrrower _______________ (Seal) } ~~ -Bomlwer ST ATE OF WASlDNGTON County of ~) ~~ On thIS day personally appeared before me L a IN ce" C-I! )= RaM''''<"'L. "-"'-0 Ret"ee M '\(,a~·.,.t- to me known to be the indIVidual ~ descnbed In and who exec\!ted the wlthm and foregomg Inslrument, and acknowledged that"'fh.J Signed the same as ~, -free and voluntary act and deed, for tbe uses and purposes therem menlloned a. GIVEN under w¥,~and and offiCIal senllhlS 7-8 """DOS""",, 2J::;.OO , ,to 'i--~:"'I! ~ .. ~ ......... ~~.,~ I~~/j.··· ... ~~\ \ : AI _~,~(~ \ : i~~' ~~ ....... lIG%§ : : e .. I ~ ~ ~. 0,,--0. ., .... ~ ~ ~ •• ~'ua"!':·-.. "-' ~ .,~ ~>::.. ••••••••.• ~v ,," ~.'«' c::-OF ~t-= to .... ""f ...... '··· .. ·8RIWAI (9~O' I lID NOIll bile In dnll (or th~lalC IIf Wd~hlllgtnn. rcmhllll dt \.u.j ""'::::. ~ i-.U .... 1oot. u ..... My Appointment Expires on \.;;; 6 0 Q Paga a at a Form 3048 9/90 ..... 'j, ~~ .... ·t l fi; .• t: ~., .; .; AUf! ·~t5 1.3 JiUlI 24 43 .. 1. ::,j8 ":3 8t! !.i,e 1 fl v;, . .;l ow I.'!' to },japel J:l'tlrtp. Dl..'ok .skow fl' aya I.1Hd qO:J to ::i 40.t't l)t.' lDt I:lptlll i!lt inf.'l{,. des r.aaltiuJ(ow 1.1, hll< 8 ,(Jr'e~na' \I.~dd toto';; as, vol 2 1'l-.I;apg r':1I:1~ pr'kow tE;w cdi.psnl[Jty, f'ul'nlt1u't',fur,l:iflhl:,,:·:n 1.'lId 11~).(f. cow H.\.tin f.ld l:da 13 w81 pal il.llw AUJ;: 't!.4 113 hy :~dEl f:J :;;61;'11,1 U 1",:l.dU.i ~Jf ·'or.181't ij' SUlld!11l J(tJ'i1h.r i.O J,,~i)JlJl.Jjp 61:; 01e6}(f.1 h1tl[! ...... + D AU~ 28 43 Aug 17 4) ~lO. i2.2011'2 end ~2. Ht Lena 1J DUBoJ,f:I and~J L Dudo.ta hh tillI·.I ':;1.'16 D' Ofltl!1 end.! B D' Dean hh to Jtlck I'lFute uH,jU1r-;e V L'utf) hv'£ fp 'J"t gnd weI' to apfle reli.l:11.:h. f:lili III lUlW lot 1 blk: 1, l'leaBent ValleYGflrden'l'raote vol 17 plats pg 91 • rooaoted ko .chi oodgvninfuuij; of aont dtd '000 21 37 hat Nathaniel ·t:.Sau.ndol.'fland.; if Falte :::id Olaa V i,?ate ll\'lf 1.l'Inl;l M .iiu1301a 'Iii T, DuBoia mlda l!' jjean l:i ll' .Dean kowlug.l'l J~3 by Leno U Du'Boisana Iii j..o DuBble alld B F JJean--bt . '.J:l1onu~a 9~TobY np Vlnrl3e et a(NSjsn 2143)mlaeattle le .. nl.ltlhl.lnk:ae~ .' hrancih . . 333;2113 .c:!tr. udliic11th B 'J.'Wetldt hwt' ~" ~lliond.(;eo:rga "Lookrenl B!1d"ol,1n6 1~()ckl'flJlI l1wf . ",t.'IJ~~··. 43 a!,)Duyt1g re uitlnko~~ M N 15 fto!' lot 3,111k 7,Allentown eddtothao8,v.al:;.: Q." .•• 1o',....a;"~'1< '1'00 aot' ad 0 0 5 pd and l:lalpahl0 •. Jx:jp2~ ormore ontlla ~~:A,~~~p'lIJiI.u . JUl. 42, and~25 or mOl'e on iful 17 ~ . 42, ··ug 1.4 42, alld tilef ,,;30 or 1110. ontil ;"ha lPflld Vii thint .6,'upa, and. ino ill payta . __ t1tL6 108 when ~500 pd onprln--~-~' Alfred '.!:"heed t llldlth B Tv/aedt daymondU Lookrem. . aoline LooiqdI;6lll ko1lt ';Tu1-3 42 by ATWodt I.lndllidtthBTviodt r!wi'bi' tliexH i.:i(NBnoT '24 42) ml 61)12208 I~StI1Bo +++ rprlPllclll1adon L1ne 'Es BUJilan t x: AUB 28 4.3 3)32114 .. AU8.Pi' Iill,625. $l).20 h'B--, ., J08'~, /' , ndasn andQeryl Keith Dunden,,'l\u' ,nenl'y and 11:1 n.$~l~ " .~ "oma K 'J!'lIrl'ell,ll'1dly, aeattlB-Fll'atl~at1onal Bank· . 11;J[·'·."~.'II)..l. 6Buruatllea tor 'jviariflnFarrell ,A F Bird. find leather· ·B1.r4;·:bWt.;and Mapll1lood Golf OlUb,a orp 'iD.fens6 Pllt Uorporat1on, a orp oreatod by an aot of onto: alO.Otl8truot1oll JJ'1nanoo OOl'porClt1onAot/l epprovoc1 Jon 22 : emendod,ano ita 8111)8', a~jtlI'Ulanllnt flaaomen:tadzbil and rlshll ot .• oyer, ~pon, end aar08a tne tlB do l~nd lnkow: . (e) 'l'hellporn of tha'~ 75 1't 01' (1ov1. lot 4 and of theW 3B7 tt ot ... Gov~:;·:·f,t~·· lut 6 ln sea 16, t~ 23 ••• , 5 ~~" ko\'/, ly nthlyof the l"a011'ld 00,,,,,:,:,;,>: . Rellroa4rt ot'way,Vlhliea \'Il~niTia strip of lend 200 t't inwldtll,th,·· .':.' h.oun4lrhe cdad strip 1y ~:a.; tt dtat wly trom and 1.37.5tt oUat. . ,. "'j t'rCWl 80d 1l1t the SUI'vey line lll' the relooated Dloblo-i:)~lIttl8 t, ' , .- misaion l-ine'sa now ataiiced Dll\;118ground. ovel', eoross',amA ··'r:' or edjaoont t.ltj·!flah'f d;,J proll'l'.Jiliid 8Ul'VOY l1ueh.e1ng partia... . des 88 f1a: Ueg at surv~y station 140tjj54.' a Vt on tlla ~ 11h~.·, Sao 16, tQ 23 Nn 5 o~m, ad pI; llQihg ·l~.89°~7'W. adlfHo01' 1042.7 tt: .. ·. " ) " , " '. J . ~ II I. :. ~ ~. ,!;; ". ~~ r. • 114-2 the ne oor ~tad sea ~j 16; th 3 50 49' W. n dist at 4083.9 tt to su.vey· , stetion 181+)8.4; til S ;'2°02' W. ad.1.ato1' 19;).1 t't to survoy Iilht10n '. 200~71.5 e pt onti'ltlfjOIl\;illlneot'.iO S:.l':': 1b,Sd pt helng!', 89"00' W. a'diet at' 2889.6 i't fl'om the. ss o~'r of ad efta 16 ... 'I'he ehV a es stri p of land 111;1 s e le"gth ot 270ft end a oute 1ns L 2 ao£e:s'·, hlo~e orl, ss . duh j t D therigll t3 of thu ,Uh lio illJi. .!InQ t,o f'l'imery Sue te "lghney ',No. S", (b) TIHlI. porn otGovt 1(1'.; 6 inS6(J 16, tv 23 i':1'\ :> aWDl , ko",,' 1y 1I';,hly. ..j of Pao \Joast ·'ail.cof.ltl !,t UfV;1l y, ex the W 387 ft of edCiovt 101l6, wh·t,oh.. \',: lhswithiua strip 01' land 200 tt inYd.dth,l.he !:1oundIJr:\.IHI of sd jjjtr~;»~.'.\:; 1y 162.5 f't diet \'jh' trom dnd 137.5 1't dist sly from and pltth8 ~~vey' l"~ l1naofthereloa.ated 'Dif.lblo··':"eettle t.cSDDl line as now staked ontne ground.' ,i ovtlr , .. oross ,upun s.o:Jd/o.r. adj60tln t to th~ abv oesptYi a cl surteyline ,: ~E\.1.llg ptaly des aa i'la: : .': . BtJg at survey ataUon140+5~ .• 5 a (.It ontlle "U,,6 of flEiO lb, tp23:'i' ,'j!1 5 .~.i;jl1l Su[it tJair.e; ~'; 89"07'\'1. BdL:ltQt 1042.7ft tl'OlilCh<; lIU DDl'I)1'od. : ... j ~eo 16jth S 5Q 49'W. sdlato:!' 40S3.~ It tosu.l'·16ystal;iorl 18.1+38.4itl1·.1 3 5~Q02' W. C' iato1' 193J.1ft to surva:r station 200t'll.5, Ii pt on t48:": Ilc..~th lineuj'sd seu 16, ed J?th61ne-; 1::':9 0 (Jo' W. a dUt of 2689.6 ft. 1'l1wn .. ,~ tn68~ oor ofsd aao 16" • ':1 ~na sbv dee atr1~ otland hea a lanetb of l~94 tt and oonteinai 5.6 aorswul , I SUb to tiler1ghtf.lof r.hepuHio inencl to pr1111s:l!y atate Highway No 5 ," ~ 0) . 'l'he tpornoi" the gEt. SW~ of' SElo. 1.6, tp 23 HR , flWnl, , Itow t w~ :'~~fI~ ":\j '~, Hhin s.:;trlp ot It:lndU1i200 1't im'lld th, theboundl'.lrias o:r ad str~p1: ,',::::.:\;, J.y 62~.5 ft olst \\Ily from end 13'7.5 1't dist ely fl'om snd plt the lur .. ~,~':~: liLllet tile relooated D1ablo-aeatUe h'sn l1neaanl)w staked on the ·,'·:'i., grouLld',over,aorosa,uponand/or adjaoent totheehv dea pty;sd survey') Jlne hei.ug l'tolydesas flfi: ._ .. ,':,~: , es at survsyatat10n 140+54.5, a pt ontha !~ Unsot'seo 16, til 23 ~i": ','i'l . 5 E of ?PI ad pt being 4~ 890 07'111. adJ.Enot'l042.7:tt from ths L10 oar Dt, .. ,sd seo 16; til S. l;o49'1cJ1l dJ.ato.1' 4083.9 .1't to survey IItatlon la1t3alti,j':"":~' tll ,9.52-02' VI.a diato1' 1933.Ht tOBUl'Vsyatation 200·~71.5 8 pt on tlil:,·::.':!' .9 llueotlid a,80 16,adot Mine ".89"OO'W.a dlatoi' 2889.6 it from" .. :;'j' tho Slroor o1'sd BtlO 16. 'Y .. The ahv dCls ,Paroel 01' landoonta1ned 0.3 euresm1 ,'. lI11sub hower'ver to tiHlrigllt:.;oi'tJls1luhl1o in and tORll.puhl.10 roads. allIS: :~ ·~·.I; au,,' also to e :dstingpipee and oond!uta, irl':I.gationand d.ra1negs.: .. Ji4iiid';:.:"~::'I: bridges sl'ldoanaill, and easements sudl'i8ht l:lof way .ot LJuhlio Ut111ti"e~~.~,<.:,,:,';:li'~)J·1:) Tile und6l'slgncd ((omB K F81~rell,lndlYli"f.;/ufl ll. ll'arrell and .:icIIS'~i~~.l::~,~n.ii{; .IIlrat HstionelBanJc as Truatees for I-!'Bl'ian Farrall.,BndAF j)lrd an!1'· ... ',,; . .'·.;:V: Bather l3 Bird, hYlt, liml t thflwarty bin oontai'l ad to " uove'lant t(l U.!i":.·.::' .. Dotons8 Plant Oorporation ,Dr its Bans, that t~8yara l:Ioized at 8~ . lnd{ltu81ble flat lni'sa a1r,Ip1e frua fl'OflienOUIIII,lranc; [;jfJ, done or Butfered "/, lIJ trom thesd ulJ~el'ail.ned ,endalso :Cor quiet enjoyment eg8st ad underp .; signed theit>;',!: ,ith rtlffH.'A~")a to p~~·r'oEil. nUlIIhel'&a (h) ahvi and ad :: .. : unda:l'sll!.ned l'B[I':'wd6n,t thclt theydo not oVlntho Lande desi!! paroels .: I1lUllf;ered (&) fwd (0) l'l"ave, fJildss totH~:Ja.;aroels tllaYlCiake no Vla,rtiu :1 . MlIl.llowooJ(}oli' I.lllth a uI'v,limits tlHI'Ija;:oty hinoontaillGu toaoovonaLlt . to theUei'e;IBo ~jlfltlltuol'J.la· at.lun,ClJ' itfl a~n8,thati .it 1a Beized ot en ! indet68sihla es~ in tOli fJimp.l.fJ ff.tf, tree 1'.J.'OJ.; enau,,'han06'=1,dOlle or I:Ill:U'sradtrolil tile ad :':Old.cvwfJQtJol.f '::luh, "".:,Ii also t':lr r:,lliet enjoym.n~ eget .t t or 1 tfJ seils, 'I,il; II ,'flf t.o jif.H'O nl t.tliilhal.'F.Hl (0) ahv i and ad Ms ph- Woul! Gol.t "llih rop:l.'efJa"ts tiUtt !.'~ ::IUSI'! r:ntowr. thnJ.llTJ(bs dBt. inpardela rl\lm"';··l'fld (a) und(") tlhV· a.ll cndU/3 CI'I::',!)(3 :'B.ro81~J It Nflkas no warrenU'as 'phS afrsd H::::,'r. (Hld.rj.~,j'ili nn',f., hi t':n.' i.fiCi.fl/1, !ll;j'PS; nalllslY.iOfle PEll'llt:ltual 1'l~!:llt tiO antIll' (Ina tn tU"30t, !:.~,.i.LtCl.tn,I'ol'Ll1r. rehul1d, 0plI.L'tlt. r.:ndL;strol. ,H:f' ii!' [!iOl'O IIleo pDv,n;: tl'FJOSW.1.>:. ~LOII 1L"le r"nri appnrt,o.S1ant a:L{:JJsl 1L!l.1), ,lr:olLldin!,': 1\llfl.T'J.f!ht to areot Auah t.'~anslll1lJfl10.1l line Iltl"uotUl'l!Is,lI*il!.1I wh'fl~'1, oehlel.i.euYFi,efloh:l·S. encwtll6f 6p]JUl'tenanCl8S At; A r.'1i neo eaalH' y t t'lrt n. l;VW 1; !1I'll':l (; II t t () 0 or,.:! tJ.'110 Ii I {.~r~lJ\tl.::il'l. 'Hlii lllla e i' rOtH! f' ~r 0 oriS t,r.un t, t ,'(I, iLIlJ. rJi.t.l cwuo fI ,("" '.i .. " tr:: J. ;,L; 1:'l)OI,:t;:!j 1'.'.' I)i,.. .:J ,.EI t1 on .' l.c.O,·J~;J 1'.:, DI~(' t:1 L'rlkili!;:~":W .If i rJl\Ci tl.rt,liP· ri;J,t Lei 0101;1.1' !:J:l l't Dt Viay . .f./fu.l ,:OI\1"(;I\I;IIH':i,',: oJ.f1n.l' :',.1' ll1.'U:,II,I,J.:: .. I,f:l.l'. Ell. Ill . .J::s, f:llid£ll.lfJrcl Itaz.lrda; ~)I,dl;ntt.['l.i.:tl~ 1;,11'1111::;\"', U"I!:::.'·r;:.· GI"H';:;,'Ll'llllY' l.:"'~ ... ~!yone: IHlL! ,;:i' ·jlid.cs of sd '(' 1fll: t :)1' :'.;1;',)1 "1.1. hL'IlI~h.l;i",.e.t',:: .. :' 1)1.·:'1::,1) .l'l:I .. :·,vuit ))(JI':~l!!"'lttfJ ~ii(J C':.'",9 ;101' al'e t(I~;:'\;.\':.Ji' ti'l\ ·OIJ.t:onr-Ji:1 ;.OlI.IIlI, ':()'·_'!)J.":ll,l.fltl "I' It!-J tlSnS,fHi<l l,b:,":,1;' ,1"Jpo.!led 'J1' I-o..'{ 8~I 1. 0, hllr!ll!ll! .. ur.' 'J i; i, tI.T.'W 'i.f;ll) . '.l'l)!'.V l,rl~li;(JJicl(/ l;h'"~;;1 (If\!,'.t; :·,ndrii:·lIt of' V,(1Y IIl"n ·;)efOfl~liH'l.l:nt "brpc)"stil1n ;" '!! :II . ' ;'i ,., \ . .', . , :,:.," .. flnd.i.ts aan&,torevor ·lij Ii 1urtb~r. underatoodond agre.dbyth.unde~8iGu.d t~ati tiuab .. D!U" j).l'iee 1:1 tluospteQ 118 rull oD/npe .. aetion tor lootd~n'al tothti .x.~o18' Qt~Dyor thorlgbts ~~v da~ . 3~8~ph R Dunden I (orval ( (orpsl( Maryn Keith Dunden H4InryW .!jilt! 'lapoth II salto Flom. K .II ItrJ'C!lll Sea ttlu-jj'1r~t l~e\iI1onsl l:;I61J1l: hy A II ~un8~~ ~loopreeldtint hy H li Randle Trust off ton HOJll8 J{ F81'1'ell t'l'ruatee8 for li'81'18n]'or1'611 ... Ali· Bird s th8l' l:1 Dird '1~z:b.pls\lloou uolt' "'lub l;jy~ All" Bird N'As.tdent by Krnut l(etahatll sea,V l.7 4JhY iT oeeph Ii ilunden IIw1Bel'yl Ke1 til DUlld en. rJw1' AAlo and'illispotb ic aetlu,iJwtbt M P Ba.1.ley npWnre . ::.': K B:~l'J.'ell ".andes . <ll., 1 44"- . hlUUiQr and li:lt 1m Randle via , B't t'le.::Jj!ire ti,ja ti :malBa It (otJlit d and+~stller ri Bird· itir4 and",rnsflt Kotoll8lll pres'!ndaooyo1'M~ .'V.''1'annllJ,'' r,pWnrlllJ;! 1'1 (NSJj'u~'l 44) .' ' ',tor ;'tba. b lOJ1n~; nwn., Ell' ) ++ (la5 pet PO!'EI~ ;' " ,:;, .; . ':.' " ~:::.{:':;;\.J~;. ·C, ",.:,;:;!, . ·"!'!"~~Gi:' , ",..:(i,11~~~f ,;;;;~~t : ,f ; •••. , •• , .,' :,::,::', ,I,',., ':." .. ' ':', ••.. j ••. ;., . ,,' f,..-',,.: ~ ".~' " ;' , -'wi. " g'- ; . , '" THE STATE OF WASHINGTON County of __ :.K=ING= _____ _ / I i RJGHT OF WAY FOR AND IN CONSIDERA TION of the sum of <1.:2 S:S;;DO ). rhe receipt of which is hereby acknowledged. John W. Dobson 1 ' KI-218 £. KI-220 hereina/ter relerred ro lIS GRANTOR (whether one or more). does hereby granr and convey 10 OLYMPIC PIPE LINE COMPANY. a Delaware cnrporadon. with a permit to do busineas in the Srare 01 Washington. its successors and nalsn •• horoinallor roierred 10 fUI GRANITE, ~hcriht8 of way. easements lind privileBes to construct, maioro/n, operarc, ropau",.!&altSll, ~__ ~eJI.IA:'!r In whole or in parr, a pipe line 1OtJI1pe!IdI~ for the transporracion of ~ "~ilfe" or any other fluid or sl.1bslanl=e, wlrh the nece8811ry IlnlngB, II1INtes, valvoa, IIppurlenonccs, and cathodic protocrion devic"., and thc right to mainealn the rlSht at WilY dellr of treeB, underbruah, bl"ldlnBII, lind other obsuuctiona, along II roule to be selecled by Granlee, on, over, IIcrOIS lin" "'~ouSh the following described property slluat",1 in 'he County of _____ _ Kipg , Stare of Wl1shinston: Those portions of Defense Plant Oorporation right of way as shown on Maple-Wood Division No.2, according, to ~18t thereof recorded in Volume 39 of plats, psge 39, records of said County described ao follows: (a) That portion lying between Lot 8, Block 6 and Tract B, Block 6 of said plat and Southwesterly of S. E. 144th Street, as shown on said plat, and (b) That portion lying between Blocks 4 and 8 of said plat aud Northwesterly of S. E. 142nd Street, as shown on said plat and Southwesterly of broken lines forming the Northeasterly boundary of said plat as ohown thereof. The pipe line will be constructed along the route as shown on plst sttached hereto and made,a part hereof. The right-of-way herein granted is more particularly described as follows, to-wit: For conotructton purpooco the right-of-way ohal1 be fifty (50) feet in width being twenty-flye (25) feet on each side of center line of pipe line, and after construc- tion shall revert to a width of twenty (20) feet, being ten (10) feet on each side of center line oe pipe line. The center line of said pipe line described as followsr I;Jeginning at a point on' the N~J;1:herly line of the ~oh!, W. Dobson property, said property being that portion of Defense Plant Corporation right of way lying between Lot 15, Block 4, and Lot 1, Block 8, and Northeasterly of S. E. 142nd Street in Maplewood Division No.2, according to plat thereof recorded in Volume 39, Page 39, in the Plat Recorda of King County, Washington. Said point of beginning being locsted 103 feet Southeasterly along said Northerly line from the Northwesterly line of said Defense Plant Corporation right of way; THBNCE South 510 05' 27" West, Il3 feet to a point on the Southorly line of the sbove d~scribed property. Said point being located 103 feet Southeasterly along said line from the Northwesterly line of sold Defense Plant Oorporation right of waYi THRNCE continuing South 510 as' 27" West across land of othero, to a point. And again entering the property of John W. Dobson, on the Northerly line thereof; said property being that ,portion of said Defense Plant Corporation right of way lying between Lot 8, Block 6, and Tract "B", and between S. E. 144th Street and P. S. Highway No.5, according to the above mentioned plat of Maplewood Division No.2. Said point being located 108 feet Northwosterly along said Northerly line from the Southeasterly line of eaid Vefenee ~lant Corporation right of way. THBNCB South 510 05' 27" West, 132 feet, to a point on tho Southerly line DC said property. Said point being located 108 fObt Northwostorly slang said Southerly line from the Southeasterly line of aaid Defense Plant Corporation right of way. I This easement is subject to easement now held by the Oity of Seattle. Grantee agrees that pipe line will be buried a depth sufficient to have a minimum ~f thirty-six (36) inches of cover. Olympic: Pipe Une Company, its succeSSors and assigns, hereby sgree.s to fiefend, protect, indemnify and save Grantor. harmless from and against all claims, demands and csuses of action of every kind and character arising in favor of any person, on account of personal injury, death, or property damage in connection with the inetallation, operat.ion and maintenance of 8aid pipe ane. -' ) 2S, RiderS to this Security Instrument If one or more nders are executed by Borrower and recorded logrlher with Ihls SecurllY Instrument, Ihe covenants and agreements of each such rider shall he Incorporated mto and shall amend and supplement the covenants and agreements of this SecurlIy Instrument as If the nder(s) were a part of thIs Security Instrument rCheck applicable box(es)] D Adjustable Rate RIder o CondomlOlum Rider o 1-4 Family Rider o Graduated Payment Rider o Balloon Rider OVA Rider o Planned Unll Development Rider ORale Improvement Rider D Other(s) [speCify) o Biweekly Payment Rider o Second Home Rider BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants con tamed tn thIs Secunty Instrument and In any nder(s) executed by Borrower and recorded wtlh t[ Wllnesses ______________ (Scal) -nnrrowcr ______________ (Scal) ·norrower ______________ (Seal) -Borrower 2_,-__ "_~ ___ :>-O_"' _____ (Seal) Renee M. R~: ~~ \rence F. RaJllirez -Rorrower (Seal) -Burrower ______________ (Seal) -norrower _______________ (Scal) -nurrower ______________ (Senl) -Borr()w~r STATE 01<' WASlUNGTON County of ~ I ~~ On Ihls day personally appeared before me La IA.1 re ., re f a..",,~ Re (\ee t'\ 'R aM.·';" ~ to me known to be the mdlvldual '? descnbed tn and who exec\!led Ihe wllhtn and foregomg mstnllnent, and 'ucknowledsed that -nv:, SIgned the same as ~. -free and voluntary act and deed, for the uses and purposes therem menlloned i1 GIVEN undeT mV,hand and officlal seal IhlS 7-8' .",111 mi, day of ~ (> "1l:! "'" ~ ,-, ~o "" .I. OOB~~"~ .:o""'"',;ja~~'ii·~~ ",\ I~.~·j· ... ,\ \ lEn ~~ )z) \ '\ ~I;·GI ~ ~.o~_.~.~~ ~ •• :,::ruaa.!; •• ~ ~ it#. ~,::,: .......... ~'9 !Ii " •• ,. Cf OF~'" ~ .... "",,. ••• ,,.,t cD -6R/WAI (97011 lIP NOla bile In dnll fur rhe Srar~ (If W.lbhlllgWIl, remtlll!l .II \.u.j'l"'::'''' 'f-I) .... loi.v' My AppOintment Expires on \ 0 b Cl'::' Page B of B Form 3048 9/90 , t i ,. i I I I , I I ( I i , I: I' I I I' I I i : ~ J.. r-... ..... • r -r\. i!? tOBemer Wltn tile rl81lt or IngreSs ana egreBB to anu rrom sOia illle «DJnI:lII. Grantor lihall have the ri8ht to fully use lind enjoy the above described premises, eKcept as ro the r18hts herein granted. Grl'Dtee ojJlees to pay any damages which may IIrisc to crops, umber, Dr fences of Grllntot, re- sultin8 from the Cltercise of the rlshts herein Stanted, said damages, If not mutually aBreed upon, to be ascer- tained .nd determioed by three disinterested persons, one thereof to be appointed by Contor, one by Gtllntee, and the third by the fWO so appointed, and Ihe written aworil of Buch Ihree persons sholl be final ond conclusive. 61 ........... 14" .... "i.-.lj'M! 'N .1. ilk Ii"" • .m. .uri a. 'a'p,*, ilit i-.," • iraG'" en", HIIIU.,'i. j-Hjl k GI.W, ..... fi ." MM II " .. ," YX'" 'XX"" obrd ... ~, •• I.,.o 'ajoix,.aoNoufiaaniillcxx It is IIgreed tbllr ony paymenr due hereunder may be made direcr to Grantors or anyone of them. Any pipe line conslfucred by Granree, ira successors Dr assi8ns, IIcross IIInds under cultivation at the time of conslfUction thereof, sllllll be buried to such depth as will not interfere with ordinllry cultivation. The riBbta of way, easements and privileBes herein 8ronted are eo:h divisible and are each assi8nable or transferable, in whole or In porro Tllc lerma, condirions, lind provisions of Ihis Branl or Dny conlfact reaulrin8 from thc exercise thereof shlill eXlcnd to lind be bindin8 upon thc heirs, executors, sdmlnistrlltors, personll) represenrntives, successors, lind assigns of rhe partics herelo. :J-b~ IN WITNESS WHEREIJr', Ihe Grontor has enculed Ihis inslrument thiH ___ -=--=-_________ _ day o, __ ~.,!....;;...::;:==i""'C-,------, 196A., 30hn W. Doboon < -------_.,._,-------_.-----_., -._-'."-' '.'., .. \ \ \ \ \ \ \ I.'" , "1 \ ........ 4 , lOS' , I \ \ \ \ SEC. 16, T23N, R5E KIN.G CO., WASH. l ,.......... / O.,t. I I ~ .-"\ : 8," " •• ' \ , '-ki "............ ~ I~ " <; ---..... \ ------_____... / ,/ '3 I ............... ......... ' I I { eall!!.!/~ I: ",,' #Q!!lL!(f2I)£,!f!2!J. I S'<=' -.. ...... j~ . ... "'~"'-~' ~ .' ....... i i.... / I ---; I /,' , I I I I I I , I I ST. I / I ,/ 2 /~. / : r---------- / ~f J-----L---I---:-----I I ~ I I B N IA~Ap I I / ~l ~ / IW,.., LEW 0 0 0 ~ -- - - - ---_.-l / ~( / 01 V. NQ 2 i I ~~' I 6 II / r---------- _I" ! 8 I --;-. "--I . S I I E, " '" -108' / -~;~ ,,/ / , , / 8 1 441h A HWy. sr. ; I I I i-- I I I ' I I I 2 I I I BLK.I 12 I I I I 5 \ '.J !!uULtL£1 " ,. ~.mJ§J}Jl lel' = 7.45 RODS R/W TRACT No. KI-2IB 132':1 B.OO RODS R/W TRACT No. KI-220 TOTAL: 255'= 15.45 RODS N. 8. No. _'1 _____ pp. _{i!.:{!! _________ _ _ ___ !!LN...G.. ______ c_..,. S'at. uf W~~lf.ltyq!ett. __ _ I _-I-____ -I-_t---!-_,,_-_-..tD::E::-:SIC::N;;;EH;;,CAjA,;;;::;;1 PROPOSED PRODUCTS PI PEL INE r-DAAWNTomFtlnlin ----APPROVED DATE CROSSING THE PROPERTY OF JOHN W. DOBSON --------------~ ChECkED , >" \ , " OL.YMPIC PIPE L.INE COMPAN'( ••• TTL.8, W".HIHGTOH I0I0, AEv'SIOH D"TF I rwtr'" , II • .,... "" I :' -.~ t"-J , ...... L~ r- .. ( II LIQUID PITlDLBDJf PIDOUCTS PIn LIllI PDIIl'r A.GllIID'r Ra: Clty o! Suttla' II lUlctr:!Cal 'tJ'u.hdoa Liaa Conidar kAwa. .. "toG lalocation iilht-oi-W., aad 01y.pic Pi,. L1ae eo.p.ay'. u.e ~eof. THIS AGUDmNT. 1, .. de and altered into thi' __ ..;1..;;.3.;..tb~_ day of _F_e_b_1'ua_ry ______ • 1971 by &ad between '!'II! ,Cl'!"! n, S&lm.l, • ~1p&l. cOrpG:'at1an of tbe SLate of "aabinatOft, ita .ucc .. acww al' ... 1pa, MraiD- aftar called the "CITY" and OLYMPIC PIPB LIn (X]IGJ&I! •• Delaul c:crpor.UD1I. ita .ucc ••• or. aad a •• iana, herltnafter called "OLYMPIC". UCI'ULS :WP.IllJWJ, the CIn bu heretofore acquired C4t'tain perpetual .....-. MOta and riptl of vay t:1' the fol.lowiJ:& pu:rpoMS 1Y8ely: "tiM perpetual n&hC to _tar aDd to Inet, .uac.1.D. repair. rebuUcl, operAte. ADd patrol 081 or 801'1 electric ~ tre"r'NioG u..., ... 081 or.on tlllepboae UIId/or tI.lqnph l..tMa, iDdgdfpa the riabe to .ract Mada pol. aDd oeMI:' tr __ .loo l.1sa. .t~na_. vir... cableao ad tbe .~ 1IeC .... ~ tbanta; tbe fur:ba' d,u to cleu aaU ri ... e-of-..., ..... keep the __ clear of Jmuta, tu.-, luf' blo .tnctun.. aad firl ba..uuI aad the dPC to r...,.. u.c-r cnu, it ..." loC4c" be,..... tbe 1iId.u of .. id riabC-of......,,· CclaCY. W .. b1qtOft, kDowIl .. tta. Intoa &a1oc:attoG J.!.tIae of Wa" ",~ 1D I:l.Jd.blt A bereto, asacl itl predeceaor 1a title to ftC.b ..... at. __ npc. ot Wa)" bu paid full co.IptIDNdon fo&; all i_PI Sac14Mtal to die aarciea of .., of tlte nabU .~. clucr1.bed; rlabU of .. , for Mid i=tOII "1ocat1oa I1Pt of va., by tbe ern ... tta pl'edeceeeon ill title. OL11I'IC tau Iccp1rad 01' propo.. to ac~ r-••• eu 10 c.1'u1A po1'tloaa of tbe profert, bukc&eDed by tJae alo......u 'M'_ .. leeau.l lU.ahc of We, frl7ll tM OWIMri tbenol to c .. cnacc, -.1ataJa, o,e-uCe, 1'ef4.U. pipe.l1DM tOI' tIM traupGl'UUOQ of 011 .... .... ad * ~tI ~. water, or ay othet' fl~4 or .,....uac., rita. t ... .-c .... ry fltu...a. ti.at1lrel. I .1 .. 19 .. , a,.,lIrt.a6DC". net c.tba41c pTOlecUon 4ew1c ...... Ute rltifllt to o o cblltruct10aa togetbor with tho rigbt of 1qresa and .graaa to and fro. aaid pipeline; . WBElUWI. tb. CITY'S Board of Public Voru prn'ioualy counted in writing on January LS, 1964. to the COMt1:UCtiOQ of a 16" O.D. uaderpoUDAi p1pc:"1ae by OLYMPIC for the i:rma:l .. 1on of Uqu1d pecroleu. producc-. within the portian of the Renton Relocation R1sbt-of-Way daecribed in !zb1oit I WIIBREAS. OLYMPIC nov dellireo to r.cmatruct an adclitioaal 20" O.D. pipelino, parallel to and adjoi111D4 tbe en.tin8 16" O.D. pip:t.l.iae vttDiD tbe anton Relocation Right-of-Way ADd within a corridor QQt eueed1ns five (5) feet in vidtb on eac.b Did. and adjo:ln1ng tbe centerline tleaedbed in Ezhib1t C attached baroto. HOY. TBRiBPOIE. the ~ITY and OLYMPIC. for and in conaideration of provi aiaM hereitl couta1ned. bareb,. .AGI.II AS IOLLOWS, 1. Wherever IIud in thie all'.-alt: Ca) the vord OLYJft'IC .ball be coaatruecl to 1IIUI1 OlJIIPl.c Pi,. LiDe eot.paQyj Cb) the uord CIT! .hall be coaacruad to ..... t'be CltJ of Suttle, (e) the _rd. "City' • .£!&£!! .. ," _11 be cou~rued co aur. and include tba CI'l"l'S laton lalocat1oD Upt of way IiucrilHld 1D bhib:Lt A'llereto (which 1. buOy incorpontM bereJ.D by t~. referaca). (d) the warcia "p1e!l1.M mt_" .ball be cQUtn*' to iDel" aLYJlflC'S pipel1De a,.at .. &ad &Oy and ell pql'tiou tbereot iDc1ucli11c ritboaC 11a1tat101l liquid penol_ pl'a4ucte. ~tl»cl:lc proucUoa cIeY1c ... aDd all of OLYMrIC'S fae11ie1 .. and .,~e8D8QC" thereto. praeeatly QI' ber.after the City' a ripe of va,., aDd Ce) the war'. "trWSttt98 mr." .hal1 be CGMtnea to include all port1oae of the CJT!'. electric tr~a.1oa .,at .... 18cl~t.I without Ua1tac1on eltctr1ci .. " conductora. wine, polM, tCJlllU". "',.. anchor., petro! roeda aDd all other taciliti .. of che CITY ..,ufteD&at -2- -... • • I o tbento. pr ... nt1y or hlrutter located, ~1tuated or t't'u.port .. l 1qIOC. 'mdec. ·over. acro.a or adjacant '0 c~. ~1ty'. riabt of yay. ... The CI'l'Y ud OLYMPIC hersb,. .P''' that the p&-fIVioua CUDHlla: asraemeno: percdn1nll c., tlla axi.t1q 16" O.D. pipe1iu uau.d by tM Bc:1.l'd of Public Worka of tb. CITY. dated JaD\laJ:1 ~. 1964. u bar.by 'OJIMrncled. aDd ~hat the provi.1oD. of thi. Irr..-ent apply to OLYMPIC'. eipelina ay.t ... jOiDtly and .averally, &II it the 1964 COMIDt al1'u..:eac bad aevar b .. D eXllcutad. 3. n. CITY bereay l1'anta to OLntPIC plrat.a1on to (a) COQ8cruct, operata. _i.tain ud UDally ;-.-ovc tlle .u:u- tins 16" 0.0. pipeliu aYlt_ fer the trauportatioD ot liquid ~trol_ producta witb nlceaNCY appurtenance. ud catbod1c protKt1Da cI8'71ua ia t.be pal't:!.aD of tbe City I. ~ !!! 11111 ct"Ct1tec! 10 Ibdl1bit • banco (wbich u hereby 1acarporatad herlin by thi. retereac.); I (b) COMtruct. op.ratl. auataiD aDd fiuUr 1''''''' ODe 20" 0.0. pipeline eyl!tft for tbo tranapol'l:at1oD of liquid petro1w. proclucta with n.c .... ry appurtnaac .. aud c:atbod1c protllcdon dnt.c .. 10 t.be port1oa of cho caty' • .!.!II!! .2! vat d .. crlbed a Ixbibit e ber.co (wbJ.ch 11 wreby iDco~rated ber.a by tb1l ral.rlGC.)i (e) u .. af the em's patrol roaJ dc_ted a tbe Cirr'. !.!J!!S .2! vay and uti of corridon af reuoaable vidt4 c_ten j oa ucb of the abovi pip.line .yet.... tOt pip.liDe .,.t.ma coaatruct1oD. ..1~teDaDC • and [.., .. 1 purpo ••• ; Said ar ... 4 •• cribed 10 (b) and (e) abow "-n1uft.r 1M1Ac c.lled thl "paratt U""i and requir-.ata of tlU. pend.t ..... t. ~Md bDtMftr. tbe CIT! ._ 40 wuant1 .. or repnantat1aoe ':01lCII"Il1III tbe OWIMn, CJWDIn~. 8ftI1Jor property riahu IDCu.Ml'ed b, tM C1n' , .nat !1 !I%. •. n.1 pen:l ... 1oQ berein arMC" iIha11 be perpetual i prcrriftd U all 01' any portilM of the "lti1at msw be"18 ,.nttte4 aIwlJl " abaa- dODed by OLYMPIC, the plrUNiOD .ball thu....-tel"ldMce .. to &.11 tile" aa.ndo~-4 portioaa. .. .. !~ " o abllDdonment by Olympic 01' purnauc to Secc.Loa 21 weol, thea vttbill atuty (90) daya a!ter the tera1aaC1oll. OLDftC aball t.aft the p1p!11M mtea 01' taka eucb otMI' r .. 80Dabl, """1'8 .. 11.-.1 MCUUI'7 by :be CI'f"!'S Supol'iDtaudent of LiibtiDa. and eball l'ep1&c, .11 ponUu of the!ltt!.! .!1a!!!.2! Vt7 tbat .. y have bMD l.'iatUl'bed for ~IC'II !JaJ '-a!. ms-e fB (or aDY POl'tior. thereof) ill 'I load coad1t1oD 1c all rapecc. .. CDe -.0 I I 0 abutt1D8 P01:t:lo1ul thereof, d1 t;o the .. c1efact:1oD of the CIn'S au,u1Jt-~ C'\J tendent of Lipt1DlJ. l~ r---5. Wlchia tb1rty "" after an ord1uDce aucborts1lll thU pend.t agrl.-.at blcos. •• ffect1~1, OLtHfIC ehall p.y • ~t tee to che CITY (LiahtiOIJ DePUtlleDt) tbe .118 of S ...... taa 'ftIoIIead an-i&DIr ... I1MtJ and HallOO Dollar. ($17.790.00). 6. The CITY I' ... nee tbe l'iPt to pend.t tIM UN t.y oUare of tbl City'. !.1ib1 .2.f .lB% 1D • .aDDer not 1Dcou:&..tae ritla the pen1M1.oa budD graDt'" to OLnlrI:. 7. OLYhPIC eball 8t ttl .ate a,e-and rtak be 101e1y 1'upoQ- .ibl. and liablo lor: c.) 10CitiAl. 1IuIta111aa. _t .. C .... 1 ... Gpen'1q. WI .... P1'OC8Ctiq. ud I'...nq ita pi~ IJIIt-(1K1.U ... aay catIIIMU I dericu tb41reoD) Hldy wit:boat cIaIp or 1l1tar" .... wttla tIM ern', tt ....... 1oa mce ad wtnouc ..... or 1ntui~ wttla tlae ... .-4 opent:1oa of add tl'",'. me", (b) .11 WOl'k. act1ftty ........ t1oM by. for 01' _ fMil&ll of OLntrIC tn, oa, .bout. or COMen1III ~r affeccs.. ~ £1Sl!.I..DIit!l. _y 01' ehe CITY'S CI'.peHttog 1Ut-IDd ita operJ·~~1 (e) clMRiq UP. curial, I*JcnUdaI ... ~ .., lIC1tually 01' pocatillly f~lAt, ctaapr ..... Code • ....,,..,-It ... buarcioUl, polllltaGt coad1Uon, "POl', f1~ or ... ~ .u.c ... , ..... fraa OLMtC" ,tIll-mJW or wta1GIl .., 0C81Il' IIf08 ft AIIjeo.c te tM C157'!P .I!Ii£ !!.!Jl DOt ,1'91ri8a&e1, 0..-.4 ~ U. 1I01a .... 11..-.:-at tU CITY. (d) co.lltu.a •• ~ ,11 penoN ,el", tor ..... MMlf ,f -4- .. .. (\ .. f o con.tructioD, work, acdv.f.ty, aquipM1lt ot' ladUtt .. in pron.1ty to the CIT!' S cra_in1on mU!. ee) coapliuc. with ..u fed.ral, .tat. ad loeal scYe'DiIiID"" heraaft.r pertaiainl to ~ coaatruct1oa, oper.tion .Dd aat.ty aapect. ut OLt:2P!C'~ p1peUn. !Yilt .. or to !KIUllti.an. earlrar.nc .. l pollut1.ma or pr ••• nation ot Datural r .. ourc .. by OLlHl'lC, peraou acaa. 011 OLYMPIC'S behalf and/or tbe coaetructioD, oper.tion, or aiateace of OLTWIC'S !!2!- (f) payMat tor any and .11 ~. to or 1aterfeuace ritb the CI'q, the CITT'S tl1UlMia.icm .nt •• laciUti .. ~ pl'1)p8rty (iaclud- ia, without l1a1tat1on conaequalltial daq ... ad coats ruultiq !rca interruption of .lectrical .. nic.) .ridDI fTo. the cODItnacd.OG, a:UtCDUl, _inC8UAC. or QPu.tion of OLtMrtC· •• ;1R!li!! mt-on the CU:.,·. riet ,g! w • ." OLntrIC'S R1.Jptll!! me ... • pl'odaity to the CITT'S tr.....u.1Ga .,.C., or trca act. or o.i •• 1ona ot OLYMPIC, or cay pereoa actiq for or on hebalt ot OLYJGIIC I ....s (a) pa,..., witb11l tbirty (30) da,. alter racdpt of • 'Ul thanlor. at .ay add1t1oa.a1 ..,... 1acuned ~ tbe ctn' 10 the ~ of ita d&bta in t~ City" n&£ .i! m. wb1cb ....... ta occutoMd by tbe ai.t...:. or pn .... of OL11I'1C'1 .trHiM ..u-.!!!I!! or ..,. pont..- tbenof ill Mid .£!.U.!!IIlS 1! m. or ou.tc'. 'Wit. mew' ,ra:1aitJ to the CITY'S tr'95'''''' .DLPI proftd .. hR .... __ me pncc1cMl. OLDallC .hell H PnD .dvac •• d.tt .. QOUc:a 1M1.uIIUc .... u...,. of NCb ..,..... aDd .aa GppCtnuaitJ 1.f prMcicabl. CO ~ .............. ~ tU:Lq euc:b l'eeaonablc cocncU ... -..un .... ...u .. cta,., the em'l I. Satan OLntrIC c~ .. 01" ~ .., ... t.-ce~. _r~c, ..uc ....... 01' _I"1Il foe piUlW """" ""tWa eM "tt', .UIU. U.!Il. QLntPIr.a Ca) Iblll 1n.,eot all C\IC" pant" of t'-e Sq'l .r.&Ial It .!fit .~ it ,1'0,0'" to '1M 01' II ... , (b) uah ,arcy .bal.l rel, at cMtr peril .... eM acnnGJ , j j ," o of any mapa, dugr... pIau ar 1nfa~t100 fUl'OUbed by tbe otber. unl ... aucb document vaa prepared io cOODaCci01l with or purauanc tothia ai%~; (c) Ithall aubld.t in wrtt1q plau thereof far appro .. l ta tbo CITY' S Supu11lteaden~ of L:1ghtiDS, vb1ch plana aha:.l 1nd1uta (1) tIM! lncation. (11) the srad.. mel (iii) the clarnc. troll the crrt'S tTan.a:UDtoa "I.cell. of .U INCh c;onatnlction. Uipro ..... t. wark, ~ .lli! .,.t .... and each ad .,..81'7 ea.poaaut tber..,f; (d) obtaim. writtn appron.! of web plAna fra. tbe enT'S SU\leriDtcndoot of Ltahcin8 .. to (1) loca cion , (11) sr-, aDd (lii) l!!!!. 8y.t_ purpo ... vitbiD tIM! City'. net ~ .r by OLntrtC .ball be accDalPUabed ritb DOCie8 ta and Ca cbe Nwfacciaa af tile ern's Supft'iJa- tnd_c ot L1PtiDI a. to location. anN aDd cleazac .. 1a accoriaDca with plaAa .,,~ond .., tbe CITY'S 'uper .. "ta.a.at of upt:tac ,.naut to Sec. t ion 8 _.of. OLntrIC dall at It. lOla ...... 1 C.) 11l8taU 1M -uuu1D ... c_in-.awl ..... c;ubetut1al penuaC _1' •• at IWro,n.ace plac .. , at IIdUitle iatenal.a 11"... IUiCb ,,,"11M mUN 1A ebe pente u .. , aulUdeac co P" _cte. to all pen08& of tbe lacaC101l tbenot, (b) 1.". ebe ,.nit ..... 1n .. aoo4 ..... t. coMtUoa - (e) ,.". io adcIitloll to the pentc f... to tile em (UP,· iDe n.,al'c.eoe) ebe CIn't eoan of u..,.cc1Da of ..., ..cia CGMencU.oe. iIIp"'" .... c. aiaCIHDGI, ar wart i. UaCel" .". r"H8iIt of I _tll (eI) pr"fUI awl fill riCIl tbe em', L1PUaI ~t plau wbGw1.q Co tbe aauet.et:'.00 ot tbe '~1DC""'C r f Litt'U .. t:be pi.nU.DI! till. nil arMrl II IIQMCNQC .... .. .. I' I I I ( , () 11. OLYMPIC 1111'''' to tAke ncb .tep •• 1 ., be 1UIr. .... 1"J to ia.ura that ao conodon daMie will accrue to the CIT'l'S tunwfMioa .,.e. or otber £aeillti .. baloqtq to tbs CIT! .1 a nault of tbe coutruc- tiOD. op.r.t~. o~ maintenanca of tbe pipcli!! !!at~ or of any cathodic protection ~t_ Oft aay POl'tioa of tbe pip.U1M !)'.t_. VollDviq the 1natallaUon or rnieion of aa~ cathodic pl"Oteceioa ayat_ on cay pGttion of OLYHPlC'S p1p!l1lul !ltacae and vnaa.nr requ .. tMi h, the CITT'S S'..qHIdatelUiOllt of Liaht1Da. OLYMPIC .ball part01'!l. joiJltly rith the CItY. 1nterfueft..: \ tUtll to detft'ldne wbatber OLtxPIC'S cathodic protecc1oo !lytlt_ or IIyateM adnnely affect the CIn'S tr." ...... 1011 .,.t. or otber CTTY f4c111t1... It ad1r .... affut,. are cli~ed. aieipt1 .... 1aUUr" Ntidactory to the Cl'l'f'S SupedllteadeDt of LiptiDa .... 11 be taken by OLYHPtC. All sucb iDterference t .. t1q, by both the CiT'! aDd OLnI'tC. aoy r.ec .... ry llitipUve .... urea. and tbe r.pair by the CIT!' of auy .ucb da.a~ ahall be at tbo lole coat IUUl upeaM of OLtJlPIC. 12. The CLTT " .. nna tlM dabt to UN the CUI'. E:I!!! of 1!!% for itl OIVQ purpo ... 1A uy .. y. Witbout l1II1t1q tM Ift"ality of tt.. foraaoina, eM CIn r .. ,ne. the ripe at lOY t:t.a ad fro. e:t.a to tt. aUtin. or banaftu cout1!'UCcGd) upor. ...... aad aera .. tile Citr' • .!::!e£ .2! -1' If in the Of1A1oft of tIM CIn'S SupU'Ucaadeaf; of L1&M ....... tbe ClT!'S traua:t .. i.oo me. 111 tt.. City'. rtabt of way C .... tber ..,. a:1ltiaa or t..ndcer COA8t'I"UCCed) 01' .dd t1'8Owrf"'-nat-" (u JhIHaCly or beratta' coutrucclld) ability to cGlllply witta t .... ral. ltate or lou! ' &DV~tal laN. raplaU,OIUt, nalu. ~cie1:a 01' Nitty .t.uIIIIe~ .... all ...anjpPDU tbar.co, would be neaaaered by, or iattll'fered wiUl ~ OUWlC'S DiR!lif.!! me. or aDY poctioG ct..l'eoi, OLn.tC ....u pl"Cllllpt.1., relocat' lucb '21,.11. DIS!!! at atDPIC' ~ 101, ..,... .... rt_ to uroe_l' 1~ t100 witbiD tb. City t! .UIil.2! .!!l it pncUoaatlA to eM .. cut.u.s. of ct.. CITY'S luperiat ..... C of L1Pt1q, or if tM em', tu,uiac-.ll t of t.1IbUII4 d..a acher ' ...... 1. or 1 ... ~1" ....-... "" .. cWactory. OLYMPIC aball pr~Clr aCGGlf111b chi .... at it. lOla ~ ~ fllk. to the •• ci.taccioo at the .yparinc.~ .. C of ~,~ttaa. -7- .' ---. -toe ! ! . .J co a ....0 0 "¢ ~.J ~?1 :- ......... ' .......... -.... . .... ~ _____ -"'.:.. • .-..1_ .... __ • _. _ ..... ~ __ _ () 13. All Iltarlc1anl. mavinl. or Idjuatinl of tbe CITI'S !!!!!- mllioll nlCIIIII. nquirlld b, coutmction. illl!r;:, ....... t. _intaaDCI. i&3~e:t101l, repair or work und.rt.ken by OLtMfIC tor pipel1D! !Z!t~ . purpolllS, .hall be perfonJad by per~ of the Cl'l'f'S U&btina Da-partaellt sole choice 4~ the 'Old' COlt and CIpenI. of OLYMPIC. 14. OLYMPIC.ball be u.bl. for, and lball pay UI1 taxu on any property iDtereat d...ad by tbe l1a1 County Asaaaaor. or otber official of the State of WI.b1ll8tOIl, l1nI ~ty or otber tasiD& IDtity re~ibl. thenior, to haVII bUll crNted by tbU pam.t; aM lball otb4lrwi.M fulfill all fbeal ob1iptiolll en.tina or UipoaiDI I U_ or c.ur,. OIl tile nlbt. 15. OLYMPIC barcb, a ....... 11 Tiat of 10" or tIaIp tJw:lud1q 10 .. of Wle, d __ ie or 1Iljury to per80lla or prope~, wb:lcb My be suffered by OLYMPIC re.ultiDa frOil tbe CIn'S tra ... 1ma !Jat ... OLnIIIC'S lUll of tbe City'l !!&!!£ ~ .", or Iraa OLlJIPIC'S p1pel1De .,at .. ' pr.JE- iJdty to ::h. CITT'S tl'a..s,..,ton mt_, esc.,t u.. .. or iDj." r.dch U tbe proziaate ruult of the eole QI~lilence of tbe CITr, ita ... ~. or 16. 't'be penilliOG ba1'lU srated OLDIPIC abell DOt 1M .. ai..pMle or tr&lUlfer.ltl. by ~r.t1cnl of law vttbout tlla pt'ir r.OQNOt of ern PVIIl by felelution """ .. ttial forth aucb 1' ....... 1. cOG41ttoDtl .. CI'lT c .... tiOD of Q1)IratiOGl or r~a1 or r-.10C41tioa of QI..,.lC', rtI!ll!! 178t_ hereiA penaittlld, OLYMPIC .... 11 r_ta boaatI ~ tIM ~l1pu.o. MniD conuiud UAtil C.) all pi,.., pipeliaM • .".._ .... 1I1..-t, proputy aDd pinMq! a,s. of OLYMPIC, In raw __ froe Cba CUt'. ~.Y.!lU1 (b} .aid ript o,f way 1. neat" mel rMCftM 1a a ~ tQd to •• aoo4 COQdltJ.oD ill all rupeec ••• ,be abucc1llt porciGu t.,..f. to tbe .. chtacUoa of tbe CUT'S Su,en.at ..... t ot LtcbCU8. aM 'JL'fWlC ha. d18Charled iCit olbU .. t1C1'D1 bentD. 18. 1J1..,""IC all'Me co tDd~', ad .... "-ral ... t ... ClTT troll mel ... 1ft8t .11 c1alll8, &GUOM, .du, 1~1l1ty. 10", coeu, ...,.... -1- J \ -.. o or dalHlII o! IVU1 kind anel dl.cZ'iption (1nc1udinl without l1a1tat1.oa d.a.l_ or injury to thl ,roperty or liR'1ige !TIt ... of OLTHrIC, or the CIn or ita trAAnUdOll I,.t_. or to 1117 ,.uoa actiDl 011 OLncru:'lor the CITY'S hlbal~. coulqUlllt1d da_lfoIl ruulUIli Ir.,. intenupt1.oa of elec- trical 'lrv1ce, and atr.o.a8JI tau) which .. y at aay tiae aria. or occur ay r ... on of thl coaltruction. 0lI1rat1oa, .. :1nCI!I.UICe, u. "I' reaoval of • .dd 2!p!Uu II1lt_, or OLDlPIC'1 occupaC1011 or lUI' of .dd CIT'! .£!I!!£ gJ...:4EL or any portioa thereof, or OLMIC'S pipel1M mt-' prolid.a1ty co thta CIT'l'S traM1li8dOll .YIC_. or by roaaoa of aJtbiDc that baa Nell dOllI. or _y at anr tial bl dOlW by or on behalf of (X:IWIC, in oftic:.ara. ailat •• .-ploy ... or contractore. or by reaaoa of OLYMPIC failia, or I refu.ina to atr1ctl,. ccnply vith flach ADd eYer, prO'ril1cm of th1. alTee- ~t; upon notic. fro. the CITY'. OLYWIC .ball at ita 1018 con and lutt apiDat tba CIn. and to p.y aDd utufy IIIlJ f1Dal jaclpeat vbicb lH1 b. reudarld apilUlt the CITY 111 8IlJ auch nic or acc:loo. !be ~ liability .hall noc b. dt.1Di8bed by the fact, if it be a lact, that aay .uch .utt or action hroucht ... iDlt the CIT! My haft ~ coatrilnatad to, 01" .uIIN to lulva bMQ cuatl"1hutad to,by .a.&1taoaca of the em, iu otficlr., .pac. or aployea; provided aatb1D& ban:in coau1Ded Mall be cOlUltl"Uad .. nquiriDl otlWIC to ~fJ the C1T'f apUec lUb~1ty lor cta.... ar1Alul out of bodily 1IIj1U7 to pear.,.. or u... to pl"OJMtl'ty pron-tal,. ruult1na troll tbe 101, -Cl:1pDd of the ern. 111'..-t, OLnPtC lball pl"Oridl nd .. tataa 1A tlill lore. aDd Iffact, j.lubl1c UabU1ty SUUI'ClC' COftriq H1cI ,iNa-mtw ... QLfW1C'S uercu. of tbl pen1 .. tOQ lTutad Irf t~ al"_At, vbic:b 1MUaace lhAll a_ tM CIT'! .. u addit10D&l 1uu.nMI, .. ....11 COWl' .., liability of OLYMPIC to the CIT! art.tat fro. otTMPtC'1 GIIl1..-ca, providial for a lillit ot aot 1An tba 'lWu 1I1111OQ Dollan (U.OOG.OOO) tor all ~... .r11.~' ouc of bodily 1aj.ri.. ~o or deatb of ODe or -9- .. .. I o liability in.ura~c. pTovi~1n8 lor a 11ait of DOt 1 ••• thaD !Wo H1l11oD Dnl14ra ($2,000, OOt)). faT all daall' arub, out of lojury to or daatruc- I tion of property 10 a!'y one accident; p~, ~3ftr, tbae ~r 1D tbe judpent of the CITY'S Supariucadene of Lisbtiq such pubUc l1abWty iD.8Ut'ZUlC8 filed pul'lIUUt to tbe pl'on.1ou bereot ,lIball be deemed insufficient to fully protect the crrr, OLYrnC .ball, upc.n deMDd by sa1.d SuperiDteadant, fw:u:1ab additional .1D.suruca 1D audl a.ounC: .. raay be ..,eci:':1ad by Mid Supuiatendent. A copy of IUcll policy or certif- icate ev.t.deuclos t.he Aae lball be daUnred to tbe CUf'S SuperlnteadeDt of L1 gbtinl Gd filed 10 tbe off:lce of the City ~traller witb1D IUty (60) day. sfter approval ~f the ordiaaDca aatborllial tbis pe~t -.rae- pollcy .t\all each pronde that they are DOt .abject to chap en: alcerl- tion nor .ball tbay, or aitber of thea, be d..-d lap .... without ten (10) clay. prior writta notice to tbe crn' s S..-nat8Dd8DC of Lipt1Jl& ADd CI'J,'f Clerk of the lot_C aa to do. 20. 'rbe CIrr by 1tl faU •• to 1.ui.ae apoa full penor..ca of any pTCrvia101l ot thi' qr_c eba11 DOt be cI.-cI to CODl •• C en or tbe cer. ad coad1ttou of th1. "I c •• -.1 .... of .,. bneda or dsfMult .ball couc1tuta or M a.oaacl'UACl .... n1'N1' of ..,. ....... ' like breacb 01' clefwlt • • cerial coaaidant1ou for the fr"U". of tIa1a panit. aM if. tJUrcy {JOl ",. after .dec_ .U.ca to OL1'WIC by tbe enT'S a.penac...&eac of Lipt1q of tIM "'faalt 01' fail=~ of OL\WtC 1a tM pado~ of lA, of tM tara ADd cODd1t1oaa banta, con-eoU". .......... c1atacto" to cbe CIrr', Supenac ..... c of UPt1a& ....... e .... taUa by Q&..u.IC. the CITY ., at It. O'ptioD tend.ucll tbU ,.nit by neol.c1aa. ad fa Iuc:b ..... t 411 t1&bti of a_IC be,....... n.u 0.... low ... tba obl1pt1cra. yf OI.lWtC .bell OOllC:t.a .Ul all of lta MU"UOU herauader be .. ~ fYltille4. -10- .. .. · I I l o IN WITHB8S ~~ chi, alr ... Dt ~I b .. D lucuted thil __ _ day ot cP} t ~-, 197~. :;7I~~S_ Itg 127t. i :; ·'xtd:t±~tt~ .. lIt WITnSS WBlUDr. purauaat to tbe pl'Ov.f.a1ou ot OI'diaaw:e le4fl'L at tn. City at SeaUlAI, ..u City baa caUMd thU inatrum.at t~ be exaeY~'by-ltl Hlyor aDd City Co.ptroll.r tbe~eanco duly sutboriaed tbu da7 of 'ebruary I 197L. troller SUT! 0' WABHIlIGTaI ••• comrn 0' UJfC I OIl thU .J.J1JL clay of P,ln_ry • 197~ befon _ pcnoaelly 2"..r .. va IIILHU aDd C. Q. m..... to _ kaoaKl to M t.be .yor aDd City c..,trollar. rup-.cU'Nl,. ef * ..... '·l,.1 corpocat.1.oa tU.t aacuted tbe Witb:1D .... tenenaa iutl' t ..... &cbowl ....... ..u 1nat~ to be tM fnll ... wl&tuy act .......... of ...u _1dp"1 corporat1oa lor tM ... .ad JI'IZPOM8 ~ ••• s.. ...... CIa oada .tated tllet tbey wen auc1aeriae4 to a.Gac.e .aU iaatl t .... ~"'t eM .eal alliad u elM carponte Mel of ..u .... n1f'1l CGqIOCaciMa • ... · ........ wt .. VII bud Gad official Mel tile Iiq ... ,..r iJa ~ eutU1- ,. ~~t above WI"1Ueo. ~~"~ .... ~O;';;.~~<~'). ~M. /!J, d..f~d :: ~,,\qT \~.,:~ ~ t.rt: eM leaea of ~\ pU;,t,'::I;.~ Wu~. na~h. atR 1f!'i::O-_ "~;-f.i' rJ~: 4'o;:~~·/ su'tf fTI \UAIWrOI ) ) ... COOl'l"! or UIG ) OIl tlaU 2~ clay of a:~ . 1'74, ~en#._ ~ly ~:':::..f"t t:o~~-::;)Z· · ;"5'«<wc~ I r-.,.o , 0 --• ~ tiOG eu¥ eM tbe wtCbia aa4 f.~UIt ~. .... ___ ~ .. 14 iu'~C to H tbe tne ... ..,18C0U7 ace aM ... ., ..u COqMN- tiern. tar tbe \aMII aDli puI?O'" ~ _cua.l. .... _ Mt" .u~ tboac tbey weu •• chol'iM4 to ...... Mi4 1M~1 .... u.c tM M&l aff1xell i. tIM GOr,ofaU Mel d MU ~. 1. wt'1'llll \fIIIIOf I ban barnDlo .. e ., .... tir.e abovw WYlIe ... (SIW.) -11- -.. , . RXHlBIT A LiGAL DESCRrPTION: PORTION OF llEN'tON IlELOCATED DIABLO-SEAm..! 'I'lWiSMl~,;rOM LINE a/w That portion ~t The City of Se3ttle'. Relocated Diablo-S .. ttle tranaai •• ion line Busemen, ri8h~ of way in Sectiana 4, 9, 16, 19, 20 ~d 21, T~h1p 23 Iorth, !lange 5 East, Ii.H., lUng County, Waai1ington lying witbin a .trip of lAnd 200 feet. io width, the boundaries of said serLplyiog 62.S t •• t di.tant w~ter1y :ud northerly fTOlII and 131.5 feet distant eastaiy and soutberly fTo. and panlbl !lith the lune? Une 118 nov staud 011 tbe ground, oaid auna, line being partic- ulal'1y de8cribtnJ lUI follows: I Bd5inning at survey station 37+19.9, a point on tbe north line of Section 4, LV T0WD8hip 23 Non-h, Range S East of the Willamette Kerielun, adel poini: being sa South 88°25' Eaat ~ diatance of 667.5 feet fTos tbe quarter lec~ion corner .:J on the nOTth line of .aid 3ection 4; thenc8 South go47' Eaat, a distan~e of ~ 6995.1 feet to I"rvey .tation 10i'+15.0; thence South 5°49' Weac a distance ...... of 3339.5 feet to survey .tation 140+54.5, a point on tbe lOuth 1:f.nr. of ~ Se,d~n 9, TOW11Ihip 23 North, Rance 5 Ras': of tbs Will_tta Kerid1an, said ;:,~ point being Nortb 890 07' West a eliauoce of ).042.7 teet fro. the southea8t corner of said SectioD 9 aDd the nortbaa.t COrDQ~ of Sectioo 16, T~b1p 23 North, Range 5 Ealt of Wil1amctte Meridian; tbence South 3°49' West a di8tanc~ of 4083.9 feet to .urvey station 181+38.4; thence South 52°02' Weat a ~1ltance of 1933.1 feet to survey atatioo 200+71.5, a point on the south line ~f aaid Section 16, v4id point being North 89°00' W&at a distance of 2889.6 feet from the loutheaat cornar of said Section 16, ALSO: negi:Ding at aurvey station 200+70.4, a point OD tae DOrtb line of Section 21, Townchip 23 North, Range ~ &~It of tbe Willa8etto MeridiAn, said poiDt beiDS North 8805~' Welt a distaDce of l888.8 faet fra. the DOrtb ... t co~r of said Section 21. thence South 520 02' Welt a distance of 167.1 f.et to survey Itation ~02+37.5; thance Soutb 71°04' w..c a dl.LaDee of 2447.8 feet to .urvey Itation 226+85.3, a poiDt an tbe veat lin. of .. id Section 21, a distance of 940.0 f.et frOll the DCrtbvut cornet of said S.ctian 21; tbace South 71°04' W •• t a diltance of 3'84.7 f~et to IUrvey Itation 26l+70.0;tbeace South 87'22' We.t a diltanc. of 1933.0 f.at to IUrvey .tatica 2~2+O3.0. a poiDt on the ~e.t line of .aid Section 20, laid point be1n& larcb 004" Ea.t • dis- tance of 467.2 faet fraa tba quartar •• ction corn.r on tbs ..at line of .. iel Section 20; theuc. South 86°:4' Wa.t a dlltaDce of 150.4 feet to WurYeY Itatiou 28~j3.4, a poiDt on the ea.t lin. of Bloek 4 of leatoa View Addition to the Cit, of lanton, according to the Tecorded plat thereof, a .ubd17ieian ~ tbe DOrtb- ~UUlt quarter of Section 19, TOV'Mb:Lp 23 Hortb, Ian.e S Ialt, W." •• Uq CouDCY. Wuhington; .. auch rtrhu ven acquired by the UNITED STATU or AKI1lICA aDd aubHqueatl, ... ipled by R!CcmSTlWcrlOH IPIR.ANCI COlll'OlLltIOH Co cbe CIn 0' SEAm.I by cMed dated July 16, 1946, r.cord.d in Volu.e 2597 of Daed8, pa .. 56. lacorda of King County, Wa.hinlton, under Aud1to~'a ,tle NO. 3664S60, ALSO: That portion at fbe City at Suttle'. blocat" Diablo-S .. ttl. tru..u.1oa Un. rillhr. of va, a. acquired in ,. .... iJqIl. within IIloclL 4 of intOG Vi .. Addition to the City ot Renton, .ecord1ns to tbe re~orded pl.t thereof aad the 30 teet vacated Burnett Screet on the ... c of .. id Ilc~k 4, 1a tbe QGrt~lt quarter at SectioD 19, Tc'.mlhip 23 North, taap 5 !!Jet, V.lf., vnic:b 11 •• ritbiD • aeriD ot ~nd 200 t.et in width, louther1, ot aad adjoiD1DQ the fol1DViDI d .. crlbed 11n.: a'linnlnl at a poinr un the •• aC 11ne of .. 14 Block 4, .. id poiDc beiDi Sout~ 0012' &aet a di.C&n~a JI 157.& f.~c fr~ chI Qortbeeat co~r of .. 1d Ilock 4; tbecee South 86°24' Weat, a dietanc. of 117.6 r •• t Co tbe DDrtber1, ltDe of the aoa..wtlle Paver ~iAiler.tion's CO.ia,to1\""eectle eraa.ni •• ioa Ii ......... t riChe of ..,. th.nc. larth '60 12' Welt .long the north.rl, liDe .1 aaid ~ ... tll. Power ~ ... tration'a COvin,ton-S.attl. tran.a1 •• ian lia ... ..-.at r~t ot .. , a d1.taece of 127.3 t •• t co a point on the welt line ~f .. ld Ilock 4, .. ld polae belDt Sout~ oooj' W.at I dt.t~n~. of 96.7 f •• c troa the nort~.t cotu.t of .. 1~ alock 4 .. ... · .. c) o P.xCBPTDlG 'ft!BUntJI( tbo.o por:ticnw deeded to the Staee of Wubiqtoll fur rtre.C purpo.aa undu Auditor's rUe 10. 5!99942 ad 1ae,1Y1q 10. 7302200257 • .;..aCln. at Kina County. "'Ubiqt01l: AID ALSO. '!'hat portion ct The City of Suttle'l "located DUblo-SUetle tl'l1lA1hJAa Uae 8aaaeut nabt of va., v:Ubin 11o(.:k 3 of Intoa it.. Ad41t:toa CO tbe Cit)' of IentoG •. 4ccord1DI to the recQrded plat thereof in the ~~tbea8t quart8r et 8ectlco 19. Tovnahip 23 Worth, laaae S But. W.lf.. wbich 11a w1t1lta • Icrt, of laDd 250 t .. t in widtb, tb. ;'OUIldar:1 •• of Hid Itrtp of lud lyiq 62.50 feet cI1.acaat ,ouch- vucarl., fre. aDd 187 • .50 t .. e 1U.atuc IIOrtbeaacedy hctl .... parallal to the ,,"Ur.'fty l1UQ af tbe Cov1Ja.tem-Seattle traD_1 •• 1011 1iDe .. DOlI .'.Uecl ~ the ,rouad and more particularly dl.cr1bed aM follOWlI 8es1an 1D6 at lurve, lea,1on 496+73.17, a potut em the ... t l1De of aaid Sectioa 1.9, Tc:JWUbip 23 lbrth. laqa ':' !ut, W.lf., .. i4 potut Miaa South 1009' 52" Wen a j1atance at 39.37 faee tr~ the .uarter .actioa COrDer OQ tba eaat 1~ of laid Section 19, thIDc,. Marth 5GOU"3" Vut I cliatta.ce of 2191.67 feet to MlrI8y au- tioa 518+64.'4; tlurace lartb 10].8'53" Vaat a dUtanca of 14"." fMt co aUh, station 533+16.83, • poiDt OIl tba aorth 11M of Hid Sec..t:f.oa 19. 8d4 ~1at be.i.na North 890 11'37" IaIt • dueu .. of 815.2.5 faat fl'Oll the quutar MctiOo ccner OIl tbe north liaa .t aaid Sactioa 19. a.a .ucb dane. .are ac,uiracl by the lDIl'!D Iu:rBS 011 ,,,Tc.\ ad aubaequeaUy ... iped by the !D1lDeIv1lla P.,.r ...... n1Iicr.tal:' 1:0 the ern • ~ by Med dated Sapclllber 2S. 1945, ncardad 111 Val ... 2597 af DeeM. Pap SO, l.ecarda of JUaB County, Wubiaat01l, under Auditor I. File 110. 3664'". .. .. f. ~ ... ~. 72048 March 11, 1974 ( () laHlBI! "]3" JONES .. ,'DCIA "" ,"e CH'''. ;." ...... . WmMJL I AN f:i LEGAL DESCR:rPT!ON FOR: OL YMPIC PIPE LINE COMPANY ...... FOR TJfE 16" PIPEUNE A centerl1n.e description of a right-of-way ten (10) feet In width. through and acr~s 8ecttoDS 4, 9, 16, and 21, Townahip 23 North, Range 5 East, W. M., aaid rigbt-ol-wsy befng fI1 within the right-of-way of the Clty ot Seattle, aab1o-Seatt1e Tra.II8mialriol\ Line, situate In Klng County, Washington, described as follows: COMMENCING at the Southeast corner of the Northieut One Quarter-of Section •• Townai:dp 23 North. Range 5 East, W. M., add cornur betDc a concrete mOIJllnlet1t tn a steel casing at thtl intersection of 13200 Avenue S. E. ed S. E. 10"th Street. Wuh1ngton State CoorUlnate System North Zone N 188,998.7., E 1,671, Z80. 31; theDce North 88°19'17" We.~ along the South Une of the Nortbeut One Quarter of .lIafd Sectton ". a dUtaDce 01 one thouaand three lamdred IiX aDd dfteen oae-buDdredtili ~1306.15) feet to a concrete monument at the tDtenectloa of 128th Aveaae S. E. aDd S. E. 104th; thence coDdDU1ng NOL·th 88°19'17" Weat a&loag the SOUth liDo 01 add Northeut One Quarter, a dlsamy of Corty .. alae aDd atDetyeOllo oae-bImdredthI <"9.91) Ie« to the Eaaterly right-ol-way mal'llD of 'the Ilablo-Seattle Truwmis8toa UN; tbeDce North 090""38" Wat al0DS .dd 'Euterly rtpt-ot-way marpn a dhtuce of o~ ~and ntDety-ntne and sixty-three one-blmdredtbM (lOBS. 63) feet to the Southerly right-of-way mar&1n 01 Pupt 80uDd Power aDd L1gbt r.ompany'. TraumUIIlOG l1De; thence coaUnuLlg North 09°*4'38'1 Weat a dUt&Dco of ~-ei3ht and threa 0Qe- hwldrodtU (68.03) fa-.. , the centerline of uaid np&-of-way ADd the TRUE POJ:N"r OF BEGINNING; tl18DCf' q, Se028'29" West a dlataQCil of ODe tlmdred atty-Cour aDd J nxty ... even 0Ae-tlmdrec.1ths (15~. 6'7) Coat; tbelUl8 South 0,058'1:" Eut a c:a.wac. of two tbowIaDd me hundred atxty-two aDd eleven ODO-buadredtb8 (2681.11) feet; theDao South 21°52'1<1" Eut a dl8taDCI8 of O~ bundl"ed thirty ud .evtIDty-8tz ODe-bwadredt.bIS (130.76) feet; tINnIe. South 00°08'08" E .. t • dl8taDC1. 0' alMtJ..tpt uad fOrty-three ooo-bu&ldredtba (Q8, -&3) feet; thence South 08°33'28" Eut a dl.~ of two buDdred tbarty au.J thirty-tlvo oM-hundr,,(jtiul (230.35) feet; tJIeDc-South 0.,0,4'53" £ut • dhlUlnae of OM hundred aeventy .. two and ftttv ~M-luaDd~ (172. 90) fHr. t.beaH Soutb Og021'.u" [alt a distance of (our hundred (orty-Ievea aDd lev", ooa-~redt.M (4"7.70) feet; thence South 09°"""41" [AI, a di.taPoe 01 ODe thouaad four bundred fifty-three and forty-two one-tnmc:r1Kith. (l,U3. 42) feet: tbeDoe 8cNth 10008'4&" iut a dl.Uloae of four hundred ullbty-nine and Itxty-ftve oM-buDdredthli (439. 8~) Mt; theQo. South 05023'~4" W".t • dl.Unc8 of Ihe lNndred tbtrty-t1rO mel " ... ~ aa-- huDdredt~ (532.70) feet; thenoe South Oa021'35" WMt •• cI.tuce 01 OlIO tho.-aad .. .. o pqe 2 Leg&! De.cnpttoh for: Olympic PfpcUne Co. 16" PlpeUne s/11/74 . __ ... _-,' "" .. .,. o . two hundred twenty-f1ve tit... UIty-two one-lamdredtba (122S. S2) feet; thence South O~46f13" West a distance of twoWWland mne bmdred thirty-two &.ad efghty-three one-hundredths (2932.83) feet; t.heoce South 11°08'] 5" Weat a diata.Dce of ODe tbcmaand one hWldred eleven and thirty-aile oae-hundredtlw (1111.31) feet; thence , South 07035'51" West a dlatance of two hundred thfrty-one and Ufty-t'Wo oae ... hw::dredtM (231.52) feet; thence South 010 16'40" West a distance of one thDuaand four hundred tldrty-one and tblrty-three one-Jumdredtha (1431.33) feet; thence South 52°52'10" i We8t a dlstaDce ot aeven huDdred torty-mne ADd twenty-eight one-bundredtha (749.28) feet; tbeoce South 51040'~" We.t a dUtance oC one tbouud three ba.Ddred tweDty-cine aDd tWeaty-atx one-bundredtha (1.529. 26) feet; theftce South 70°22'32" West a dUta.Dce I of M'VC!IIl hundred twenty-five and afty one-lIlndredthB (725. SO) feet; thence South no:ts'59" West a diatanco ot three hundred anellty-.gllt aDd forty-seven ~huDdredtbl (378.47) feet to the bogtDDf.Dc ot a curve to the Ida baYing. radlwr of seventy-m ( 78.00) feet through a oentral ~e of 44°31 '1"" an arc d1atancu of Ilfty-atno &lid the o .... hwxlredtJ. (69.06) teet; thence SoutL 2.,002'46" Weat a dlatuce of 0D6 hu.Ddred 8bteen IDd .evem.y-e8YOIl ooe-bu.ndredtha (116.77) teet to tbe So4lt.bM.terly rtpt-of- way Dl&I'IIA of the Diablo-Seattle TrauDU.aion Line aDd tho te~ of_aid oeaterl1Do dea~U· .. ptIoD; thence South 71°06'0"" 'oVen aloac n1d Soutbeallt rtgbt-of-way 1I1&I'IlD a dletaD&. .. 01 4ve bWldred eleven aDd t ,",,-toGr ooe-hImr:lredtba (511.3") feet; tbeDce North 18°53'153" Welt a dlata.Dce oJ OIle bIm:fred tblrty-HVeIl ud flfty ....... b'&aD:lredtbl (137.60) feet to a concrete moaumeet at the ceDtor of Tower Numb.tr B!! 8 at btL 219 + 50.00, WubtJacton State CoordlDate Syatem North Zone 52 N 17,\, 2:3. 88. E 1, 606. 539. 60 aDd the term1D1l8 of tbt. dacrfpUoa. j j j j j j .. .. j j j j j j j j j j j j j j j j j j j j j j j j j I j j ". ''r ... 7!!0 .. a JW1e 26, 1974 (-EXllI1lIT ftC" OL YMPIC PIPE LIME COMP.<\NY FOR THE 20" .·"~"PELINE JONES .,.:): .. ,., ... , e .... " I"c..' .-, A centerline descrifJdon of a right-of-way ten (I,)) f~et in width in. througb acd across Sections 4, 9, 16, 19, 20, 21, TownslD~ :'3 North, Range 5 East, W. M. , said right-oi-way beIng all within the rigbt-ot-w.:~ 0 the City of Seattle, Dlablc-,S~attle Trausmission Une, situate tn KlDg County. Washington, de~cribed as follows: COMMENCING at the Southeast corner of the North~t Quarter of Section 4, Township 23 North, Range 5 East. W. M., said corner ~ a concrete monument t.n a steel casing at the Intersection uI 13200 A venue S. E. and S. E. l04th Street, Washington State Coordinate System North Zone N 188,998.74, E 1,671,280.31; thence North 88°19'17" West along the South Une of the Northeast ODe Quarter of . '3a!d Bectton 4, a distance of one tbousand three bundred six and fIf.sen one- MmdrL.dtbs (1306. 15) feet to a concrete.; monument at the 1ntersecti'.)n of 128th Avenue S. E. and S. E. 104th Street; thence continuing North 880 19'17" West along tM South l1ne of said Northeast One Quarter, a c'1st:ance of forty-ni.Pe and otr.ety- one one-hundredths (49.91) feet to the Easterly right-of-way ma.rgtJ1 of the DtabIo-Seattle Transm.i8s10n LtDe; thence North O~44'3tt" West aleng add Easterly right-oi-way margiD a diatance of one thousand Dlnety-mne and sixty-tlu'ee one- hundredths (1099. 63) teet to the Southerly right-of-way margin of Puget Sound Power and Light Company transmission Una; thence continue North 090,"'38" Weat a dfstaoce of fifty-four and eipteen one-hUDdredtbs (54.18, te.,t to the ceDterUDe of the proposed right-o(-way and the TRUE Nmfr OF BEotNNING; theDCtl South 3e028'29" West a cif::taoce of ODU hundred tblrty-dve and etabtY oae-bundredthlll (136.80) feet; thence South 09°35'30" Eaat a dlstaDce ot six blmdred one and sUty. tour one-hundredtha (601.84) feet; thence South 090 56'12" EHt l distance of two tboUotand fifty-mntt art! sixty-six one-lumdrecitU (2059.68) feet; theace South 2l0 S2'Jot'· East a d:lstance of one hundred thirty and aeventy-I'lx oae-hUDdredtJw (130. 76) feet; thence South 00006'08" Eaat a distance of Dinety'-~ and forty-thne ODe-~ (98.43) feet; thence South 08033'29" Eaat a di.tance of two hwldred thirty and tJdrt)"'- ttve OH-bundredtM (230.35) teet; thence South O~24f58" fut a df.tuce of ooe buDdred .eveaty-two aM fifty one-bunciredtM (17~. 50; feet; t.beDce Sonth 0,021' U" Eaat a distance ot four hundred (orty-seven and .eventy oDO-bundredtb. ("-41.70) teet: thence SouLU Oa°-t4'41" EusL a. tlbtan.ctt u(uoe thouaaad (our bwdred ftfty-t.Ilree and forty·two one-bur.cJredtlw (1463.42) ,."t; thence Sout" 10°08'48" Eut • distance 01 fuur hun9red eighty-nJne and sixty-tlve one-hundredtM (48i, 65) feet; thenMt South 05023'2,," West a dJ.tanCle of flve hundred th1rty-two "ad •• venty ooe-hwldredU. (332.70) reet; thence South 06°21'35" We.t a di.tanc. of one Lt.ou.aftd two bundreoa; twenty-ftv8 and flfty-two ono-hundredth. (12215.52) reet; thence South 05°46'1.:1" W_t I /-I ~ ~ ... ) 1..0 :::J ~ .:J ~ ~ ,~ •• I ~ ( Page Two Legal DesIJl"f.ptf,on For: OlJUlP!o Pipe Une Co. 72048 6/26/74 a dlstance of two thousand mne hundred tbtrty-two and elghty-t.bree one-hundredths (2932. 83) feet; thence South 110 06'17" West a distance of one thoua&;ld one hundred {(Urteen and thirty-two one-bllIlili-edtbs (1114.32) feet; thence South 07"49'14" West a dlatance of two hundred thirteen and 8ixty-thre., one-hundredths (213.63) feet; thence South 620 49'38" West a distance of twenty-six and ntnety-two one-hundredths (26.92) feeti thence South 01016'40" West a dlstance of one tbot.taand four bundr~ tweuty-six and forty-nine one-hundredths (1426.49) feet; thence South 520 52'1u" West a distance of seven hu.ndred forty-four and forty-tour one-hureiredthB (744.44) feet; t.hence South 53°06'36" West a distance of tour hUDdred seventy-five and ninety-two one-hundredtha (476.92) feet; thence South 52°07'18" West a distaucp. of three bu.adred mnet:,'-two aDd thirty-five ana-hundredths (392.35) feet; thence o South 56 47'aO" West a distance of one bundred eight and thirty-seven oJle;-hu.ndredtbs a (108.37) feet; thence Soi1th 52 27'42" West a distance of two hundred five and forty one-hundredths (205.40) feet; thence South 40047'06" West a distance of one hundred forty-seven and tlfty-three one-bundredtha (147. 53) feet; theace South 70°13' 04" West a diatau:e of seven hundred twenty-five and forty-Dine one-hundredths (725. -IS) teet; thence l::iouth 71°06'32" West 11 distance of one tbohllllnd thirty and tlrty-Dine one-hundredths (1030.59) feet; thence South 71°06'24" West a distance of one tbowIaDd Dine hUIJdred dfty-four and 8f.xty one-bsmdredths (19~. SO) feet; the~ South 67°17'22" West a distance of one hu.aefred 1!fty and thirty-two one-bUDdrec:lt.t. (150.32) teet; thence South 71°06'24" West a dlstaDce of one hundred forty-Dine and n!nety-mne one-hundredths (149.99) feet; thence South 70019'5~" West a dlatano. of four hundred thirteen and at.xty-two one-bwldredths (413.62) fo«; thence South 710 55'47" West a c!fstance of DtJ:~ lmldred seventy-six and ave OQe- blmdredtba (976.05) Ceeti ther-a &uth 71°01 '09" Weat a dl.taDce or tYO hlOdred slxtcen and eighty·'one one-hundredths (216.81) feet; tbellDe S:Nth 710 24'29" We.t • dl.tance of (our hundred flfty-s1x and Dinoty-si.x one-bundrodtha ("56.96) fee&.; thence South 87023'44" West a distance of one thou.tand thrH bundred thirty-eight and .even one-huDdredth8 (1338.07) ("at; theoqe South 87°19'53" Weat a dlstance of atx luDdred forty-dve aDd eleven one-hundredths (645.11) fe:t9t; thence North 6,,020'''9'' Wa.t a di.tance of three hundred mnmy-.even ami forty-fix one-bundr'!ldUl.t (397 .• 6) feet; thence North 73°46'05" We.t a distance of one hundred twenty and (orty-aiQ8 ooe-bundredtlul (120.49) teet; tbeDIJe North 3"°01 '03" Weat I dletanee of ODe Inmdred tldrty-.fx and .even one-lnmdredtNi (136. 07) feet~ tMnce South 80°31' 58" V.-Wlt a dI.taDc.,cP( two txJndred t!fty aDd forty-eS"ltt one-Ilundredtba (250 .• 8) feet: tbeftctt Scr.lth 80 20'38" WNt a dt.taDco of two hundred fortY-laveD and lblrty-IliM ooe-~ (247.39) feet to the WUUlrly r1aht-o{-way margin of t!.o Cll}' of Scat.tlc Lranam1aa1~ Uw.e and the terminu, of .aid centerline d~.crJpt1on: tbeDCti South 1.,046' 22" F.Ul • distance of three thou.and thre., hundred forty-three &.Dd twenty-eight one-hwldredth8 (3343.2R) feet to the Southel~t corner of Section lU, Townabip ~ North. R ..... ) talt, W. M., Wuhincton State Coordinate SYitem North Z~ne, N 1/0.635. 16 E I, R60, 0421. 6*1, said c(\rner ~DI •• -inch by "-Inch 1rOOtMn hub wHh tack~ j j j j j j j j j j j j j j j j j j j ~ ~ j j j j j j j j j j j j j j j j j j j j I -- . , . r~ ......... ~'... --. --"'=:.r-'~". ' ,. 04' ,'e, c'!'t:' t: ~; t? f\ ~.: c' . ,~" ~: 1: -... i"....:-s K j: • .., ,.:. .. ;, I ,'. I.;' __ , . ---------. ~- .. .. " MAY 18 2004 6:54AM 09114/04 PRI 09:42 FAX 4282286~70 PACIPIC NW TITLE RENTON Standard Coveraga PAClrIC NORTHWEST TITLE INSURANCE COMPANY. INC. A.L.1·.I ... OWNi:R1S POLIC'! Order No. I 420603 Policy Da~~: Decembet 22. 2000 at 2:~6 p.m. l. Name of Inaurod: SCHEOULi: A Pollcy Nc.: l093-10D~60 Polioy'Amount: $143.600.00 LAWRENCE r. RAMIREZ and REN~~ H. RAMIRi:Z. huab4nd and w!f~ 2. The ~9tate or lnt.re~t in the lond d~~cribed,herein and Whic~ i9 covared by this Policy ia: FEt SIMPLE' 3. Tho e~tete or inte~est roterred to heroin is at date of Policy vened in: LAliRENCEl Ii'. RAMIREZ and RIi!NEE M. RAMIREZ. husband lind wife 4. The l~nd retorrod to in this Policy £9 de8cribad as tOllown: Lot C of City of Ronton, LUA-99-167-LLA recordod May 22. 21)00 undot Recording Number 20000522'00016 boinq 4 portion of the Oef~n6& ~lont Corporation right ot way, lOCAtod in Govornment Lot 6, SectiQn 16, Township 23 North, Rango 5 £Alt. W.M., in King County, Wpabington. p.3 ~OQ2 OEVECLOPMENT PLANNING lTV OF RENTON :II 'JUN 2 1 2005 RECEIVED MAY 19 2004 6:54AM TI~OMAS GROUP 20682469;;!4 _____ °8/14 /04 fRI 09:42 PAX 4252288370 PACIFIC NW TlTLE RENTON Stand~rd Cov~ragu PAClrrc NORTHW~ST TITLE INSURANC~ COMPANY, IHC. A.L.T.A. OWNER'S POLICY SCHEDULt B Policy No.: 1093-100160 This policy dOBS nct insurs against loss or damAge by reason of the to.Uo .. inq: GENBRAL EXCEPTrONSI 1. Rights or claims o! parties in possession not ahown by tho public records. 2. n:"!'Jements. Ot clalms ot ellfiCPltmtll', not /lhown by the public J:ecoJ:d. 3. &ncro4chments, overlapa, boundary line.d1sputes, or othor mattere which would be disClosed by an accurate 8urvey or inspection ot the premisea. 4. Any lien, or right to a lien, for services, labor or mator~ol hcretotora or hereattor furniehed, impo/l.d by law and not shown by the public recorda, or liens under the WO~~Qn'6 Compensation Act not shown by the public recorda. S. Any title or rights assert~d by anyor.o inoluding but not limited to persona corporations. governments or other entitioB, to tide lands, or lands compri31nQ the shores. or bottoms ot navigable rivers. lakes, bays. ocean or 'Dund. or lands beyond the line of the harbor linea 08 est~bllahed or cnBng~d by tho United States GoVetnment. 6. (0) OnpatencQd mining cleimal (b) reaorvationa er exeoptions in patonts or in Acts illthorizinCl the J.~~u .. nce thereoe, (c;:) w.tlter righta, claims or title to wator. 7. I TaKeD o~ speoial 4asossmont& which aro not ahown as existing liens by thQ public recorda.' S. Anyaervioe, installation, connoction, maintenDnco, capacity, or conotruotion charges for gewer. water, electricity or qarbagD removal. 9. Indian tribal codeS or reQulat~ona, Indian treaty or abor!gin.l riqht8, lncludinq, but not limited to, eoaemnnC8 or oquitable 9ol:vitudell. SPECIAL EXCEPTIONS; As on Schedulo e, ~tt~ch8d. p.4 121003 MAY IS 2004 6:54AM THOMAS GROLJP 2068246924 05/14/04 PRJ 09:42 PAX 4252260J70 PACIPIC NW TITLE RENTON l'olicy No.: lC193-100160 SCH!:DULE B Page 2 '. SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONOI'TIONS RI:f'ERENCED TII£REIN, INCLUDING, (~'-E£!.!~~,-~,~,~,'.T!~~~~?~JNa.;,'-.,-,,--,-,--,, ________ GRANTEE: D8f8nsa PLAt Corporation 'I PURPOSE: . TransroisBlon line AREA AFrECTE:D: ,Lot C and other property ,- Rl!:CORDE:O: Auquet 28, 1943 ../ ~nlG NUMBER: 3332114 /' '-----~...:.---------- Th~ gr~nteo's int8roBt in ea1d aasernent hOB buon conveyed to tho City of Seattle by deed recorded undor Rocordinq Number 3664560. 2. EASIi:MENT AND THE TERMS AND CONDITIONS REFERENCED TH~REIN, INCLUOING, BUT NOT LIMITED TO, THE fOLLOWING: ~~-~i;;~~;:~;,~-'~ Doliware corporation " ropair, roplac8 and remove in whole or in pa~t, a pipo 1ino tor th@ trilnlport~tion ot refinDd Hquld petrOleum products, water, Q~ any other fluid or substonce , ~RE~ AFFECTED: Portion ot Lot C l\ECORDIi:D: June 3. 1964 ". __ -----.... .1 ~~~~_,_ ... _, ___ 5_74_l __ 7_B_9 ____ ---.---' 3. Right to onter Goia premisos to make rDpairs and th~ ri9ht to CUt brush and treee which constitute a menDC~ or dBnger to the electriC transmiosion line adjoining said premises as 9~anted by instrument recorded under Reoord!nq Numbor 7305100469 4. COV~NANTS, CONO!TtONS, R&STRICTIONS AND £ASEMXNTS CONTAIN£O IN LOT LINE ADJUSTMENT I COpy ATTAClltD: ' RECOI\OE:D: R~CORDINQ NUMBER: MIIY 22, 2000 20000522900016 O~ ,;,:::--- (continued) p.5 ~004 .i MAY 18 2U04 6:54AM T'~OMAS GROUP 2068246824 05/14/04 fRI 09:42 PAX 4282286370 PACIF1C NW TITLE RENTON SCl1EDl1LE B Paqe J Policy No.: 1093-100160 5. RESTRICTIONS CCNTAINED IN SAID PLAT AS FOLLOWS: No lot or portion ot 8 lot in thi~ plat exceptin,. those lats which are hereinDtter cla~~iEied tor DuainQs8 use shall be divid~d and lold or resold, or own.r5hip chanqed or tJ:4Inshrred whereby the ownership of any portion or this plat ahall be less than th~ araa required tor the USB district !tated on thi$ plat, namely 7200 square toee tor residence Ula, except as noted all are rostricted to R-1 and are governed by and 9ub~ ect to the proviaicma of l(1n9 County Zone Resolution No. 6494. The 10 toot parkinq area sown on this plat shall be used tar that purpose only. No dwelling shall feee aald parking arei nc~ 9hall any drivQw~y~ to dwellings be con.tructed throuqh it. &as~m~nt' shown on this plat pre for the ~tated purposo only. 6. AGREEM~NT AND THE TERMS AND CONDITIONS THEREOF: ~ANO BETWE'EFr: ... · ... -<-.· ..... ··--~~-~::t'f~:iPill DATED, RE:CORDEC: RECORDING NUMBER: corporAtion, and Olympic Pl"e Line Company, a Delaware corpora~ion February 13, 1975 Fgbruary 14, 1975 7502H060B Liquid petrOleum prod~ct6 pip~ line pennit ~~-------.-...---.-' 7, AGREEMENT AND TH! T~RMS AND CONDITIONS THEREO~I s. BY AND BE'I'WE&NI DATED: --------.-~---.... City of R"nton, John W. Dobllon, lind Accord, inc., also known 9a T&co Time DQcQmb~r lS, 1999 RECORD~D, January 12, 2000 RECORDING NUMBER: . 20000112000255 . ... R;..;;lt""G...-.-.::D:..:I'-'-N...;;G'-I_-___ -----D~~~---.. ·-- Mattors discloaed on a survey ot .the herein described propClrty reeorded undar Kinll County Racordinq Numbor 9703139000 . (continuod) p.6 ~OOI5 ." MAY IS 2004 6:54AM THOMAS GROUP 2068246924 05/14/04 FRI 09:43 FA~ .252288370 ' PACIFIC NW TITLE RENTON SCHEDULE B E'age 4 Policy No.: 1~9J-100160 9. CASEME!NT AND THE TERMS AND CONDITIONS RJi:rIi:RIUICEO THeREIN, JNC:LUDII1G, BUT N07 LIMnED TO, THE FOLLOWING: C;E~ERVEO BY, _.....:-<--__ L ~~~~~~~i~~-: WUhin9\:on""":?\( PURPOSE: Inqre85 9nd egr.~~ AREA AttECT£P: 'Porticn of SAid promisos RCCORDED: Dooember 22, 2000 RECORDING NUMBER, 20001222001600 ~ -------------------~.----.,--~ END OF SCHEOULE B tllll p.7 ~006 MAY 19 2004 6:54AM THOMAS GROUP 2068246924 06/14/04 PRI 09:43 P.U 4262286310 PACIP[C NIl TITLE RENTON Standlrd Coverage ~AC[~IC NORTHHEST TITL£ INSURANCE COMeANY, INC. A.L.T.A. OWNER'S POLICY Order No.: 41 J i J 1 policy Date: September 29. 2000 at 9:40 A.m. 1. Name of Insured: SCHI!:.DUI,e: A Policy No.: 1093-99Q55 i'oli cy Amollnt: $76, SilO. 00 RENf.£ M. RAMIREa and LAWRENCE r. RAMIR~Z as w1t~ , husband I 2. The estato or interest In the land described herein and whlch is covered by thia Policy 1s: ~e:E S1.MPLE ). The estate or interest reterrad to herein ia at dote of Policy vested inl RENEE M. RAMIREZ and LAWRENCE c. RAMIREZ ae wife' huubBnd Q. Th .. land referred to in this Policy .1~ dellcribed as COl-tow:,: Lot B of City of Renton, LUA-99-l61-LLA recorded r~ay 22, 2CIOO under Reoordin9 Number 20000522900016 being a portion ot Lot a, illock 6, MApl~wood Divi,ion Number 2, according to the plat thereot recordod in Volume 39 of P!ats, PB9ft 39, in King County, ~a8h1n9ton. 1'.8 ~007 ,I MAY 19 2004 6:54AM THOMAS GROUP 2068246924 08/14/04 PRJ 09:43 FAX 4282286370 PACIfIC NW TITLe RENTON Standard Cov~rage PAClFIC NORTHW~ST TITLE INSORANCE COMPANY, INC. A.L.T.A. OWNER'S POLICr SCHItOUt.E: 8 ~o11cy No.: 1093-99059 Thia policy doeu not insure against loss or damsQ8 by rea40n of the following; GENERAL £XC~PTIONSI 1. Rights or clAima of parties in pouellllion not shown IJ)I the public rl!:corda. 2. EasementB, or claims of eaaements. not ahown by the public r~cord. ). Enoroachments, ov~rlapB, boundary lin~ disputeD, or othOl ma~ter. whioh would be diaclosed by an accurate surv~)I or in~pection of the premises. 4. Any lien, or right to a lien/ tor 5ervi~o~, leDor or material heretofore or horeatter !urniQh~d, impolled by lsw ind not Dhown by the public rscords, or lienll under th¢ workmen'lI Compensation Act not shown by tho public records. 5. ~ny title or righta a~8erted by ~nyone lneludinq but not limited to p~r.ona oorporation5, qovernmont~ or oth.r entitleD, to tido lands, or lands COmp:cillinlJ tho ahoru or bottoms ot nllvigable rive>:!), lakeD, bays, oceon or sound, or londs beyond the line ot the harbor lines oil. e~t4bli4had or changod by the Unitod StateD GovernmQnt. 6. (a I Onpatentod mining oLllimal(b) raaervationill· OJ: Bxceptions in patents or in Acts authorlzinq the iSBuance ther~otl (cl watQr rightq, claims or title to weter. 7. Talles or IIpao.i.lsl aOllooom~lnt5 which are not .shown liB ex18tinq liens bV the public reoords. 8, Any service, inst~llAtion, connection. maintenAnce, capacity, or cO~Btruction chorge8 tor sewor, water, eleotricity or gorbaOG removal. 9. Indian tribal code5 or regulations, Indian treaty or aboriginal tights, including, but not limitDd tOt ea5emmnt. or Dquitablq lIervitudes. S~£CIAL ~XC!PTIONS! As on Schedule 6, ~tt~ched. p.9 ~008 MAY 18 2004 6:54AM OMAS GfWUP 20682' 08/14/04 PRI 09:43 P.\! 4ZS2280~70 PACIPIC NW TITLE RENTON SCHEDULe B Page 2 Policy ~o.: ~09J-99055 1. I Right to eneer ~qid premi$ea to make rgpaira and thg right to cut bruBh and trQQQ which conatitute 4 menace or danger to the electric tranllmission 1inll adjoinin9 D4id prOl1lia&1I 4ft grantod by inlltrumant recorded under Rgcording Number 7305100469 2. EASE~mNT AND'THE TERMS AND CONDITIONS THEREOF, l~eLUDtNG, nUT NOT LIMITED TO, THE FOLLOWING: IN FAVOR Oi': The State ot Wallhington CONDEMN~D ~N KING COUNTY SUPERIOR COURT C~USE NUMBERI PURPOSE: i57087 The right to enter upon thm reapondent8 remaining landa, where necoiBary, to ramove irnprovementa located wholly or partially upon the right ot way 3. R6:STRICTIONS C'OblTAlNr:D IN BAlD PLAT AS FOLLO\llS, No lot or po~tion of 4 lot in tniD plat oxcopting tho~o 10l~ which ore he~ein4ftor cla66it!~d for buaine8' u.e ahall be divid~d and aold or resold, or ownorahip ch~nged or transferred whereby the ownBr~hip of any portion oi this plat shall be less than the area required tor the USB district atated on this plat, namely T~OO aquare ieet tOt ra8idence use, eHCQpt D8 noted pll are reat-rioted to R-t BOO an governed by end :subject to the provhiona o~ lUng county 20na Resolue1o~ No. 6494. rha 10 foot: pstking area aown on th!ll plat sllall bi \Iud felr that purpose only. NO dwellin9 shall lacB said puking area no,~ sholl any driveweys to dwallings be constructed through it. Eea~ment9 I shown on thia plet are tor the atated pU~p081 only. 4. RESTRICTIONS AND EASWMWNTS CONTAINED IN DECLARATION or PROTECTIve RE:5TRICTIONS AND eASEI-IENTS, AS HERETO ATTACHtO, RECORDED: /UlCOR-DING NUMBlilRI Jilnuary " 19H 33S0B72 5. COVENANTS, CONDITIONS, RESTRICTIONS AND EJlSEMENTS CONTAINECI IN LOT LINE lIDJOSTM1i:NT, COPY ATTACHED I , .• ------., RE;;;';~~--'20~ '-, RECORDrNG NUMBtR, 2000052200001G / , ? ~ (continued) p. 10 f(J009 MAY 19 2004 6:54AM T' ''1MFIS GROUP 2068246fl?4 05/14/04 PRl 09:'~ PAl 428%286370 PACIPIC NW TITLE RENTON SCHIi:OULt B E'age 3 Policy No.: 1093-99055 , ---------------------6. AGRi~ME T l>.ND TIlS: Tl!:RMS AND CONDITIONS THEREOF: " r BY AND BETW :'-City or Ranton, John W. Dobllon, and Accord, Inc. / 111"0 known 11.:1 TllCO Time DATED: Dllcembor 15, 1999 R~CORDED: Januory 12, 2000 R~CORDING NUMBER: 2000011200025& ----.. '-..... _----......----.., ........ _ .. -_.-,. 7. Right of the public to make necQasary slopes for cuts or fills upon Selic;! prell1lises in the roasonable original qtAd1ng of! :streets, evenues, al1eyo and r04do, as dedicated 1n the plat. a. ~y ot the herein dlllscribed prQP'~ recorded under King County Recording NumbQr 9703139004. ,~~y ;) --z:::-=------_ . .--' F. 1 1 ~OlO ' 9 DEED OF TRUST 1'0 SECORE AN INOCBTEDNESS:~ ___ _________ Ranee M, Ramire& and Lawrence P. ~~ Ramirez as wit~ , huabsnd TRUSTEE, T. O. Servico BENEFICIARY I Seattle Metropolitan Cr~dit Union AMOUNT I $62,500.00 ( DATED, September 21, 2000 ) RECORDED, Septom"oer 29, 2000 . PJ:CORDINO NUMBER: 20000929000528 ----.~---.. -'----- END or SCHEOULE B BC/lta DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST City of Renton Development Services Division , 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 PURPOSE OF CHECKLIST: DEVEI.OPMENT PLANNING CITY OF RENTON fJUN 2 1 2005 RECEIVED The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all govemmental 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 agency to which you submit this checklist. may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for non project proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. Q:\ \VEB\Pw\D EVSER v\F onns\Planning\envchlst.docOS/29/03 A. BACKGROUND 1. Name of proposed project, if applicable: 'N\c~y\~ ,\,-\006\ ~S~V{ SSO 2. Name of applicant: \_ Ow v ~J \2.e,\ VV\ wo ( 'Z- 3. Addr~ss and phone number of applicant and contact person: f\"~A\C(/\V\'" , UiY\.""ItA.C'r \=lev'S.::."",, Lew'.( l.J '? cA Y\/l\(t.Z T-ec\ \\A c;vv~c. .. ::.. 1.0\1 . .:~/\H C-z.S £...I..\'1.D"1 '7 ... '2;." m..'N'I.,I.J) S:t. ' <1..\-:.2.C? :1:,Y'.A. ~ 'S. \lzy\\(Y\, WI'\ V\~~~~ \)'sV\~\w..<;\ \/'1'1\ 0)'7\C'\"'{ 4. Date checklist prepared: V)\I\OC;) 5. Agency requesting checklist: 6. Proposed timing or schedule (including phasing, if applicable): \\J '\X"'CJW"\ (Cy\E;;'W\J'...Cr\\.I.J('\, O\..c, S.O~ V"\. C\.~ ?C~ S-\'\olZ, 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 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. ~\) 10. List any governmental approvals or permits that will be needed for your proposal, if known. '\j\1\ 0.0\\ V\ '1 \=t \J 'M \"\' ,'Af0\ \ fu ?e\f 'l'f\ \ ') 1 ~ S 'I. VJ \1\0. a:~ ~Y V\r'\ ~ 1- 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. \)y-\\it, \\r\ v l-\ t;'S?Ves.s 0 S'\(J\\f\c\ \'l) V e. ,?\Vtc..~ 1:::"")( \'\.S1\ V\:j , ~\N I?G"'\V\~J CAV\C\ lO>..\r\6.SCC\'(IVl J rev ((5c\~, ~b\-t:o\\ C;\\-t. C\yyV~)(. '1.~8..."'O C:;, f. Q:\ WEB\PW\D EVSER V\F orms\Planning\envchIst.doc 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 8. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); ~rOlling, hilly, steep slopes, mountainous, other. . b. What is the steepest slope on the site (approximate percent slope?) 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. \'CAV\c\~J -~\\( C)\,\j e.\ d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? ~~'JyrSll. -\j)O "I· h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: S ~\Y\c\c~!\n::\ C;0\(\~ v\c.. \\\lV'\ 9 v C\ct\C.~ S O\!S, ·~~V\ C'{\ C CV\~ "'I\( IJ\ L 1\ to, v\. c\ 'y "-\I~ \ "\Or, . Q:\ WEB\Pw\D EVSER v\F orms\P lanning\envchIst.doc 3 2. AIR a. b. What types of emissions to the air would result from the proposal (Le., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. S'MC,\\ \(ND~eG\ -EYC'~-nV"'J OV\\J-t LA.V cSyvess c g-cAY1cI tc 'O--c. ~~C!-?\Clc.eo\ \Nl YRv \rV\\V'C.\~ Stv'v\ctv~V(. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. N"\) c. Proposed measures to reduce or control emissions or other impacts to air, if any: 3. WATER a." Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. \ l-\. v\-eC) , '\Y\~ c..:.cO-G-Jv ~\~ V C\('fl.t;S<;' ~ 'f'v\c.~,?\.e.... \J Ct \e <-J \ Jl'Vtd· 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. ~\) 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. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. 5) Does the proposal lie within a 1 OO-year flood plain? If so, note location on the site plan. 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. Q:\ WEB\PW\DEVSER V\F orms\Planning\envchlst.doc 4 b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. 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 bf 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. NH~ c. Water Runoff (Including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. )'h V\fV\ \NIA ,,\(;Y 1'D ~ \OV 'IV'\. \j\lA. 1"G'V S IJC:S~W\. OV\ S" \ K I (}\SC"Au,-Y ~t OL .t\J c\ \-) C;-"')<;,. '\VV1!\. 2) Could waste material enter ground or surface waters? If so, generally describe. \~t d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: 01. L wo..~ \?4-.5~pc-"'".:t-e.r I!:. N ~~~ ~C'_*Qr .5,1ste",-,-, 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, eel grass, miltoil, other __ other types at vegetation b. What kind and amount of vegetation will be removed or altered? c. List threatened or endangered species known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: o· "' K ---+ '] C.c'\\."-,AI:?_+~ L. A.~'ld.5'c.c.Iy€-\? ~ (~,\.j ,-\ Qr '2. D ~\ ~'\ E~'--.!I; M.<2 ....... Q:\ WEB\Pw\DEVSER v\F orms\PJanning\envchlst.doc 5 5. A.NIMALS 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, songbirds, other ....lE""-=-{;\....,.~!-\e'5~ ____ _ Mammals: deer, bear, elk, beaver, other ___ =-____ --:-- Fish: bass, salmon, trout, herring, shellfish, other S'0\\M C'Q ,\\/Q..Ar , b. List any threatened or endangered species known to be on or near the site. ~b,~ 'tY\ DJ.:lV\ C. Is the site part of a migration route? If so, explain \\'\U d. Proposed measures to preserve or enhance wildlife, if any: ~\:)"<\~ 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed projecrs energy needs? Describe whether it will be used for heating, manufacturing, etc. \ ' \ k S\-ccfiV\(. '{. \'\lA-VV\Vo. ~O\S. \J\c:;:ea l'Uv' \[\'C(.'\-1\V\cj; ~ t;~'y,\ \(\ Cj .~ \ \.~\An \I1cj b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. , 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: 0\jN~ 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. 1) Describe special emergency services that might be required. ~t~-l 2) Proposed measures to reduce or control environmental health hazards, if any: Q:' WEB\PW\DEVSER V\F onns\Planning\envchIst.doc 6 b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. . "\ y C\fhC. \N \ \ \ \('Z.V\.AcA\V\~. Si\ v~ \ t Oy\~)WL.·\..(-nOV\. \j'l\\.\ . c,_ ~ . \ . \-\-CLt.A.· \.U s\-\ ~ v'l D'v\..\/ yY\OY\"'Vv,\S, ~\V\\YV\ u.N~\ ').Q. \ ) C\,~ . 3) Proposed measures to reduce or control noise impacts, if any: ~ ~''''\ -e..V\ G~ V\ '1\9_0\ 8. LAND AND SHORELINE USE a. What is the current use of the site and adjaqent properties? \)V'" l \)\? ·Es?Y't. ss ~ S-n,'\\{\o\ I '?CA ~ ~\ b. Has the site been used for agriculture? If so, describe. c. Describe any structures on the site. \ \}/\ 'I l \.A~ "fV\D'o\ \-t Bs yv.!(ssa <:;::~'!V\C\ -'-\v c, \ ..IG'V d. Will any structures be demolished? If so, what? e. What is the current zoning classification of the site? f. What is the current comprehensive plan designation of the site? ( .t· '-' g. If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. i. Approximately how many people would reside or work in the completed project? Q:\ WEB\Pw\D EVSER v\F orms\Planning\envchlst.doc 7 9. j. Approximately how many people would the completed project displace? ~ k. Proposed measures to avoid or reduce displacement impacts, if any: I. N\¥T Proposed measures to erisure the proposal is compatible with existing and projected land uses and plans, if any: HOUSING C \j'yV'?\\CA v'c ~ ~ \ ~ \JV l 0\ ~p\ \ ( Ci\ n 0 \II ~..e 11 Wj ~f'\ \ m ~ G\~ 0 t-~v\ f"O"", a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. c. Proposed measures to reduce or control housing impacts, if any: 10. AESTHETICS a. What is the tallest height of any proposed stl1.!cture(s), not including antennas; what is the principal exterior building material(s) proposed. b. \ q' tt~t \1\\ 1'v\ \ V\ \lev VCG·~ I . .\CA'? ;. S\c\ \ h~ OV"o\ \I\J\-e \-cl \ 'f' O"D h V' c~ What views in the immediate vicinity woold be altered or obstructed? c. Proposed measures to reduce or control aesthetic impacts, if any: 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? ,?c"v\( f-\ V\.~ \ OT \ \ Cj V\. 'i\Y\?j -t:. '-Jt \A. \ V\. ~ W e'C\ V \lj \(\f\ ~.; Y\ \ Y\.j b. Could light or glare from the finished project be a safety hazard or interfere with views? Q:\ WEB\PW\DEVSER V\Forms\Planning\envchlst.doc 8 , c. What existing off-site sources of light or glare may affect your proposal? ~ \J·N-\. -, d. Proposed measures to reduce o'r control light and glare impact~, if any~ . 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? ?O\Y\t... CAe YCY""~'S '\Y\E:. \(CY\o\ b. Would the proposed project displace any eXisting recreational uses? If so, describe. ~CJ c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. ~tN-t c. Proposed measures to reduce or control impacts, if any: ~'~Nt 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. "" 'f\ \ \ \'-J'\c,W\\:. "-lc\\\e~ ~l"j' O-Y'G\ 'S.G, \J)~~\., Or-vJV\\.C~,\ 1[\0\ "ll ~-,L Gte; TI 'It" ~ C.\,\ V '0 Ci.-\ K b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? c. How many parking spaces would the completed project have? How many would the project eliminat~? C1 ~C,) 'Iv 1) y [r"::)\'... c\ Q~."Je. \ t,'? ''(\1\1. \j\ \-'rO \f\ (J\ >l ~_J '-\ C\A Iv V e. v\. i- 's. \ ~<-l r.:;. Cj v· (j\ \j 21 . Q:\ WEB\ P w\D EVS ER v\F orms\Planning\envchlst.doc 9 d. Will the proposal require any new roads or streets, or improvements to eXisting roads or streets, not including driveways? If so, generally describe (indicate whether public or private? e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. ~ \) \N\.:bY{ \ o"S e:f0'0\SD'A'] V\)..Z. \So C\ c}lV\\I{ ""-? e.s?yes<;Q StcAV\~ g. Proposed measures to reduce or control transportation. impacts, if any: 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. b. Proposed measures to reduce or control direct impacts on public services, if any. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. (}Jvl C\ YJb\l t- 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. 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: Name Printed: >'\ -e G\ ,\\r\~VV\C\."S Date: [7'j \ , \ L' 0 Q:\ WEB\PW\DEVSER V\F onns\Planning\envchlst.doc 10 JEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIRE~MENTS FOR LAND USE APPLICATIONS Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement. Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photoslmulations 2 AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section PROJECT NAME: -.l.11t:.....:.t~'-=-I':;...t:;Ite~IWltQL..I,L.("I~IPf. ..... 6....dO~'J¥'IJ'a~.Jt~~ f7J",,--- DATE: _-\,l~~~3::::::"Jr-' 7AaJ~!.L-cl::::...-__ DEVELOPMENT PLANNING CITY OF RENTON fJUN 21 2005 RECEIVED Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section .. ' ~I' , .. PROJECT NAME: ~:r IhafluutrofJ{, E£pNiJflJ DATE: QwJ<3)7.#},c- Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls Printed: 06-21-2005 Payment Made: ~ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05·074 06/21/200510:34 AM Receipt Number: R0503297 Total Payment: 1,000.00 Payee: Larry F. Ramirez, Maplewood Espresso Current Payment Made to the Following Items: Trans Account Code Description Amount 5020 000.345.81.00.0017 Site Plan Approval 1,000.00 Payments made for this receipt Trans Method Description Amount Payment Check 2035 1,000.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DEVEI.OPMENT PLANNING CITY OF RENTON JUN 2 f 2005 RECEiVED Geotechnical Engineering Water Resources Solid and Hazardous Waste , , Ecological/Biological Sciences Geologic Assessments . \ , Associated Earth Sciences, Inc. Phase I Environmental Site Assessment 3404 MAPLE V ALLEY HIGHWAY PROPERTY Renton, Washington Prepared for Mr. Larry Ramierez Project No. KV04322A July 16,2004 DEVELOPMENT PLANNING CITY OF RENTON JUN 2 12005 RECEIVED I I I I' I I I I I I I I I~ I I I I I Associated Earth Scien'ces, Inc. July 16, 2004 Project No, KV04322A Mr. Larry Ramierez 3404 Maple Valley Highway Renton, Washington 98058, Subject: . Phase I Environmental Site Assessment 3404 Maple Valley Highway Property Renton, Washington Dear Mr. Ramierez: This letter accompanies a report by Associated Earth Sciences, Inc. (AESI) documenting the results of a Phase I Environmental Site Assessment performed on the aQove-referenced property, The findings, and conclusions in this report are based on our interpretation of information currently available, and are subject to the limitations in the attached report. We appreciate the opportunity to work with you on this proj,ect. If you have questions . regarding the scope of our study or our conclusions, please do not hesitate to contact us at (425) 827-7701. Sincerely, ASSOCIATED EARTH SCIENCES, INC .. Kirldand, Washington 15K/lo KV()4322A I Prnjecls12004322IKVIWP -W2K . ' 91 I Fifth Avenue. Suite 100 • Kirkland. WA 98033 • Phone 425 827-7701' Fax 425827-5424 I I I' I I I I' I I I I ,I I I I I I I I PHASE I ENVIRONMENT AI.J SITE ASSESSMENT 3404 MAPLE V ALLEY HIGHWAY PROPERTY Renton, Washington Prepared for: Mr. Larry Ramierez 3404 Maple Valley Highway Renton, Washington 980S8 Prepared by: Associated Earth Sciences, Inc. 911 SIlt A venue, Suite 100 Kirkland, Washington 98033 425-827-7701 Fax: 42S-827-S424 July 16, 2004 Project No. KV04322A I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton. Washingtoll TABLE OF CONTENTS Phase I Envirollmental Site Assessment Table of Contents EXECUTIVE SUMMARy ................................................................................. iii 1.0 INTRODUCTION ....................................................................................... 1 1.1 Purpose and Scope of Services .................................................................. 1 1.2 Significant Assumptions .......................................................................... 1 1.3 Limitations and Exceptions ...................................................................... 2 1.4 Special Terms and Conditions ................................................................... 2 1. 5 User Reliance ....................................................................................... 2 2.0 SITE DESCRIPTION ................................................................................... 2 2.1 Location and Legal Description ................................................................. 2 2.2 Site and Vicinity General Characteristics ...................................................... 3 2.2.1 Regional Topography and Geologic Setting .......................................... 3 2.2.2 Site Dimensions and Topography ...................................................... 3 2.3 Current Use of the Property ..................................................................... 3 2.4 Description of Structures, Roads, and Other Improvements ............................... 3 2.5 Current Use of the Adjoining Properties ...................................................... 3 3.0 USER PROVIDED INFORMATION ................................................................ 4 3.1 Title Records and Environmental Liens or Activity and Use Limitations .............. .4 3.2 Specialized Knowledge ........................................................................... 4 3.3 Valuation Reduction for Environmental Issues .............................................. .4 3.4 Owner, Property Manager, and Occupant Information .................................... .4 3.5 Reason for Performing Phase I ESA .......................................................... .4 4.0 RECORDS REVIEW ................................................................................... 4 4.1 Standard Environmental Record Sources ...................................................... 4 4.1.1 Contaminated Sites (including CSCSL, LUST, and SPILLS) ..................... 6 4.1.2 Orphan Sites Summary ................................................................... 7 4.2 Physical Setting Sources .......................................................................... 7 4.3 Historical Use Information on the Property and Adjoining Properties ................... 7 4.3.1 Aerial Photographs ........................................................................ 8 4.3.2 King County Assessor Records ......................................................... 9 4.3.3 Washington State Department of Ecology (Ecology) Records .................... 9 5.0 SrrE RECONNAISSANCE ........................................................................... 9 5.1 Methodology and Limiting Conditions ......................................................... 9 5.2 General Site Setting ............................................................................... 9 5.2.1 Ground Water Conditions .............................................................. 10 5.2.2 Surface Water Conditions .............................................................. 10 5.3 Exterior Observations......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10 5.4 Interior Observations ............................................................................ 11 July J 6, 2004 ASSOCIATED EARTH SCIENCES, INC. .ISKlld -KV04322AJ -Projects 12004J22\K VI WI' -W2K Page i I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Remon. Washington Phase I Environmental Site Assessment Table of Contents TABLE OF CONTENTS (CONTINUED) 6.0 INTERVIEWS ......................................................................................... 11 6.1 Interview With Owner .......................................................................... 11 6.2 Interview With Site Manager .................................................................. 11 6.3 Interviews With Occupants ..................................................................... 12 6.4 Interviews with the Previous Owner .......................................................... 12 7.0 RESULTS OF INVESTIGATION .................................................................. 12 7. 1 Findings ........................................................................................... 12 7.2 Opinion and Conclusions ....................................................................... 12 8.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS ......................... 13 9.0 CLOSURE .............................................................................................. 13 10.0 REFERENCES ....................................................................................... 14 Table 1. Table 2. Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6. Appendix A. Appendix B. Appendix C. Appendix D. July 16. 2004 LIST OF TABLES Database Search ............................................................................. 5 Contaminated Sites .......................................................................... 7 LIST OF FIGURES Vicinity Map 1960 Aerial Photograph 1980 Aerial Photograph 2002 Aerial Photograph Site Photograph Looking East Site Photograph Looking West and North LIST OF APPENDICES Environmental Data Resources, Inc. (EDR) Report Plume Maps for the Olympic Pipe Line Gasoline Release King County Assessor Records Resumes of Environmental Professionals ASSOCIATED EAR71! SCIENCES. INC. JSKlld -KV04322111 -I'rojec/sI2004322IKVlW{' -IV2K Page ii I I I I I I I I I I I I I I .. I I I I I 3404 Maple Valley Highway ProperTy Renton, Washington EXECUTIVE SUMMARY Phase I Environmelllal Site Assessment Executive Summary Associated Earth Sciences, Inc. (AESI) performed a Phase I Environmental Site Assessment (ESA) of the property located at 3404 Maple Valley Highway, Renton, Washington (location shown in Figure 1). The investigation was performed in general accordance with American Society for Testing and Materials (ASTM) Standard E-lS27-00. Historical records that we reviewed and anecdotal information we obtained through conversations with persons familiar with the site area indicates the subject property was part of a golf course as early as 1936. The surrounding property was developed as a housing development sometime before 1946, although the subject property remained undeveloped. Sometime before 1960, the subject property was developed as a gasoline station and remained such until sometime in the early 1970s. The gas station was removed before 1974 and the property remained vacant until 1994, when an espresso stand was placed on the property. The property, which was previously owned by Mr. John Dobson, was purchased by Mr. Larry Ramierez in 2000 and continues to operate as an espresso stand. There were several off-site properties of potential environmental significance within the ASTM-specified search radii that were identified in the Environmental Data Resources, Inc. (EDR) 2004 database report. One site, the Olympic Pipe Line site, is associated with a major gasoline release that has been extensively characterized. Ground water sampling results indicate that the resulting ground water plume is located north of the subject property and is not impacting the subject property. No other off-site properties appear to pose any significant potential for impacting the subject property. Based on the information gathered during this Phase I ESA, the likeliest potential environmental risk for the subject property is its historical use as a gas station. We recommend conducting a Phase IT ESA, including a magnetometer survey to determine if any underground storage tanks remain on-site, as well as soil and ground water sampling to test for petroleum constituents. July 16. 2004 ASSOCIATED EARTH SCIENCES. INC. JSKlld· KV04322AI ·l'rojeclsI2004322IKVIWI'· W2K Page iii I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton. Washington 1.0 INTRODUCTION 1.1. Purpose and Scope of Services Phase I Environmental Site Assessment Results of Investigation The purpose of this Phase I Environmental Site Assessment (ESA) is to identify, to the extent practicable using standard methods, the presence, or likely presence, of hazardous substances or petroleum products under conditions that indicate an existing release, a past release, or a material threat of a release into structures on the property or into the ground, ground water, or surface water of the property. This Phase I ESA was performed by Associated Earth Sciences, Inc. (AESI) in accordance with the scope of work authorized by Mr. Ted Thomas (for Mr. Larry Ramierez) on June 2, 2004 and in general accordance with American Society for Testing and Materials (ASTM):E- 1527 -00, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The scope of this Phase J ESA included the following specific tasks: • Reviewing regulatory agency databases for both the site and for surrounding properties. Databases searched included, but were not limited to, the ASTM standard specified lists of NPL, CERCLIS, RCRA, ERNS, CORRACTS, TRIS, UST, and LUST. • If deemed necessary based on information obtained from regulatory agency databases, reviewing relevant records at the Washington State Department of Ecology (Ecology). • Researching past site use through a review of historical records, including aerial photographs, local assessor records, and local building department records. AESI also interviewed available key personnel, including past and present owners and operators. • Reviewed published maps for topographic and geologic information. • Conducting a reconnaissance to observe existing site conditions and activities at ' neighboring parcels. • Preparing this report summaTlzmg the results of data research, site observations, interviews, and providing our interpretation regarding the potential for adverse environmental conditions or environmental risks. No surface or subsurface samples of environmental media were collected or analyzed at the subject property as part of this site assessment. 1..2 Significant Assumptions Phase J ESAs cannot eliminate all uncertainty regarding the potential for recognized environmental conditions. This assessment was performed in general accordance with ASTM: E-1527-00, Standard Practice for Environmental Site Assessments: Phase I lilly 16. 2004 JSKlld· KV04322AI . I'rojwsI2004.122IKVIWI'· W2K ASSOCIATED EARTH SCIENCES. INC Page 1 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton, Washington Phase I Environmental Site Assessment Results 0/ Investigation Environmental Site Assessment Process. This method is intended to reduce the uncertainty about the environmental condition of the property. Judgments leading to the enclosed general conclusions are based on available information, including information provided by the client, interviews with knowledgeable personnel, and site conditions, as they existed at the time of our investigation. While striving to present the most accurate scenario of the condition of the property, this assessment may reflect inaccurate or incomplete information provided by others. Other information on the subject property or adjacent surrounding properties may exist and more extensive studies may reduce the uncertainties associated with this investigation. The assessment is subjective, qualitative, and based mainly on the professional judgment and experience of the AESI project team after review and consideration of available information. 1.3 Limitations and Exceptions Some property conditions are considered outside of the scope of the Phase I ESA process. Although not an inclusive list, these "out-of-scope" conditions include assessing for the presence of asbestos containing materials, lead-based paint, radon, lead in drinking water, wetlands, regulatory compliance, cultural and historic resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, geotechnical hazards, and high voltage power lines. This report may contain information regarding these "out-of-scope" conditions. However, such information is provided as an incidental by-product of the assessment and does not imply that these conditions were evaluated. Note that assessment of these "out-of-scope" conditions may be relevant and critical for real estate development. 1.4 Special Terms and Conditions There were no special terms or conditions attached to this Phase I ESA. 1.5 User Reliance This report was prepared for the exclusive use of Mr. Larry Ramierez and his agents for specific application to the subject site. 2.0 SITE DESCRIPTION 2.1 Location and Legal Description The property is located in King County, Washington, SE Quarter of Section 16, Township 23 North, Range 5 East, as shown in Figure 1. The address is 3404 Maple Valley Highway, Renton, Washington. The legal description is: July 16, 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlld· KI'04322AJ • ProjecrsI2004322IKVIWP. \\12K Page 2 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton. Washington Phase I Environmental Site Assessment Results of Investigation Lot C of City of Renton, LUA-99-167-LLa recorded May 22, 2000 under Recording Number 20000522900016 being a portion of the Defense Plant Corporation right of way, located in Government Lot 6, Section 16, Township 23 North, Range 5 East, WM, in King County, Washington. The property includes two parcels with the following Tax ID numbers: 1623059017 and 5126900215. 2.2 Site and Vicinity General Characteristics 2.2.1 Regional Topography and Geologic Setting The property is located in the Cedar River valley and surface soils in the vicinity of the site are alluvium. 2.2.2 Site Dimensions and Topography The property has approximate dimensions of 200 feet by 100 feet, with the long axis oriented northwest-southeast. Based on King County tax records, the property is approximately 0.6 acres in size. The ground surface is flat with an elevation of approximately 60 feet. 2.3 Current Use of the Property A drive-up espresso stand is currently located on the property. 2.4 Description of Structures, Roads, and Other Improvements The only structure on the property is a small, trailer-mounted espresso stand. A driveway provides access to the drive-up espresso stand from the Maple Valley Highway (Highway 169). The only utility associated with the espresso stand is aboveground temporary electrical service. In addition, a gasoline pipeline and power transmission lines cross an easement along the northwest side of the property. 2.5 Current Use of the Adjoining Properties The immediately adjoining properties are used for retail or office space. Maplewood Park is located north of the property and residential homes are located across the Maple Valley Highway. Most of the area north and east of the property is a residential development and the Maplewood Golf Course is located approximately 1/2 mile east of the site. July 16, 2004 ASSOCIATED EARTH SCIENCES, INC. JSK/frl· KI'04.122Af -I'rojeclsI2004J22IKI'IWI' -W2K Page 3 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Remon, WashingTon Phase I EnvironmenTal Site Assessment Results of Investigation 3.0 USER PROVIDED INFORMATION 3.1 Title Records and Environmental Liens or Activity and Use Limitations The owner provided a title report dated December 22, 2000. The current owner is Lawrence F. Ramierez and Renee M. Ramierez, who bought the property from Accord, Inc. in December 2000. No environmental liens or activity and use limitations were identified in the title report. A chain-of-title was not provided to AESI for this assessment. 3.2 Specialized Knowledge AESI has no specialized knowledge of the site. 3.3 Valuation Reduction for Environmental Issues During the investigation, AESI did not become aware of any valuation reductions associated with environmental issues. 3.4 Owner, Property Manager, and Occupant Information The current property owners are Lawrence F. Ramierez and Renee M. Ramierez. The property is used for an espresso business owned by Larry Ramierez. 3.5 Reason for Performing Phase I ESA Mr. Larry Ramierez is conducting a Phase I ESA to comply with lending requirements associated with construction of a retail building on the site. 4.0 RECORDS REVIEW 4.1 Standard Environmental Record Sources A detailed review of pertinent regulatory agency database records was conducted by Environmental Data Resources, Inc. (EDR, 2004) according to ASTM:E-1527-00 for facilities that currently or previously have occupied the subject site ·and properties within the specified ASTM search radii from the subject site. The purpose of the environmental record review was to obtain and review records that would help evaluate recognized environmental conditions in connection with the subject property and potential off-site contamination sources. A list of the reviewed databases, along with the search radii and number of sites, is provided in Table 1 below. July 16. 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlld -KV04322111 -Projec(sI2004322IKV1 WI' -W2K Page 4 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton, Washington Database Federal ASTM Standard NPL: National Priorities List (Superfund) Table 1 Database Search Proposed NPL: Proj)osed National Priorities List Sites Phase I Environmental Site Assessment Results of Investigation Search Sites II Radius 1.0 0 1.0 0 CERCLIS: Comprehensive Environmental Response Compensation and Liability 0.5 0 Information System CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned 0.25 0 CORRACTS: Corrective Action Report for Resource Conservation and Recovery Act 1.0 0 (RCRA) sites RCRIS-TSD: Resource Conservation and Recovery Information System 0.5 0 RCRIS: Large Quantity Generator 0.25 0 RCRIS: Small Quantity Generator 0.25 1 ERNS: Emergency Response Notification System Target 0 Federal ASTM Supplemental CONSENT: Superfund (CERCLA) Consent Decrees 1.0 0 ROD: Records of Decision 1.0 0 Delisted NPL: National Priority List Deletions 1.0 0 FINDS: Facility Index System/Facility Identification Initiative Program Summary Report Target 0 HMIRS: Hazardous Materials Information Reporting System Target 0 MLTS: Material Licensing Tracking System Target 0 MINES: Mines Master Index File 0.25 0 NPL Liens: Federal Superfund Liens Target 0 PADS: PCB Activity Database System Target 0 US Brownfields 0.5 0 Indian Reservations 1.0 0 FUDS: Formerly Used Defense Sites 1.0 0 DOD: Department of Defense Sites 0.5 0 RAATS: RCRA Administrative Action Tracking System Target 0 TRIS: Toxic Chemical Release Inventory System Target 0 TSCA: Toxic Substances Control Act Target 0 SSTS: Section 7 Tracking System TaIXet 0 FTTS: Federal Insecticide Fungicide & Rodenticide Act (FIFRA)/ Target 0 Toxic Substances Control Act (TSCA) Tracking System State of Washington Standard CSCSL: Confirmed & Suspected Contaminated Sites List 1.0 4 HSL: Hazardous Site List 1.0 0 SWF: State Landfill Solid Waste Disposal Facilities 0.5 0 LUST: Leaking Underground Storage Tank Database 0.5 0 UST: Underground Storage Tank Database 0.25 1 VCP: Voluntary Cleanup Program Sites 0.5 1 Indian LUST: Leaking Underground Storage Tanks on Indian Land 0.5 0 Indian UST: Underground Storage Tanks on Indian Land 0.25 0 July 16, 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlld -KV04322A I -Projeclsl2004322lKVl WI' -W2K Page 5 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Properry Renton. Washington Database State of Washington ASTM Supplemental Phase J Environmental Site Assessment Results 0/ Investigation Search Sites" Radius CSCSL NFA: Confirmed & Suspected Contaminated Sites List No Further Action 0.5 0 WA-JCR: Indep_endent Cleanup Reports 0.5 1 SPILLS: Spill Data Target 0 CDL: Clandestine Drug Lab Contaminated Site List Target 0 AST: Aboveground Storage Tank Locations Target 0 EMI: Washington Emissions Data System Target 0 Environmental Data Resources Proprietary Historical Databases Former Manufactured Gas (Coal Gas) Sites 1.0 0 Urownfields Databases US Brownfields 0.5 0 VCP: VOluntary Cleanup Program Sites 0.5 I Institutional Control Site List 0.25 0 A copy of this information. a list of clata sets, and a glossary of terms utilized by EDR are presented in Appendix A. According to the information included in the EDR 2004 report, the subject property was not included on any databases. As indicated in Table I, multiple database listings were found for surrounding properties within the specified search radii. These findings are discussed in more detail below. Each listed site was evaluated for its potential to impact the subject property. The primary criteria for assessing the potential impact of surrounding sites include: • Whether or not a release has been reported, whether or not ground water has been impacted by the release, and the status of remediation. • Distance from the subject property. • Direction of ground water flow: Based on the ground water maps produced as part of the Olympic Pipe Line investigation, ground water flows to the west. 4.1.1 Contaminated Sites (including CSCSL, LUST, and SPILLS) The subject property was not listed on any of the databases for known contaminated sites. As shown in Table 2, a number of surrounding sites are included on databases for known contaminated sites. Any site that has a "No Further Action" determination from Ecology is not included in the table. July 16, 2004 ASSOCIATED EARnl SCIENCES, INC. JSKlld -KV04322AI -l'rojr.cIsI2004J22IKVlWI' -IV2K Page 6 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton. Washington Lists Site Olympic Pipe Line CSCSL. VCP Maplewood Gull 110229 WA ICR Renton Highlands CSCSL Landfill Puget Power Talbot CSCSL I-I ill Substation Gull 205 UST. LUST, CSCSL, VCP Table 2 Contaminated Sites Distance from Affected Site Media 571 ft NE Ground water 864 ft WNW Soil 5.047 ft NNW Soil 5.124 ft SW Soil. surface water 5,187 ft NNE Soil, ground water Phase I Environmental Site Assessment Results o/Investigation Contaminants Petroleum products. non-halogenated solvents Petroleum products Organics, inorganics Metals, petroleum products Petroleum products The Olympic Pipe Line site is the result of a major gasoline release in the mid-1980s. As shown in the plume maps provided in Appendix B, the plume extended west from the site of the release and does not pass beneath the subject property. In fact, two wells located on the subject property were shown to be clean in 1987. Therefore, it appears that this release is not impacting the subject property. The remaining sites listed in Table 2 are either located downgradient or crossgradient from the subject property and do not appear to pose a threat to· ground water beneath the subject property. 4.1.2 Orphan Sites Summary The EDR 2004 report included 36 properties with incomplete address information that mayor may not be within the prescribed ASTM distance fTom the subject property. AESI conducted further research for each site to assess the likelihood of impact to the subject property. All but three of the sites were greater than 1 mile fTOm the subject property and the three remaining sites were already included in Table 2. 4.2 Physical Setting Sources The best physical setting information was available in the reports for the Olympic Pipe Line gasoline release, available at Ecology. Subsurface soils in the area consist of up to 20 feet of alluvial silt and silty sand overlayi!lg recessional sand and gravels. The ground water table in the area is generally 10 to 20 feet below the ground surface. 4.3 Historical Use Information on the Property and Adjoining Properties The history of the subject property and adjoining properties was compiled from a combination of aerial photographs, records review, and interviews with knowledgeable individuals. July 16. 2004 ASSOCIATED EARTH SCIENCES. INC. JSKI/fi -KV{)4322AJ -ProjecfsI2004J22IKVlWP -W2K Page 7 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton. Washington 4.3.1 Aerial Photographs Phase I Environmental Site Assessment Results of Investigation Aerial photographs for various years from 1936 through 2002 were reviewed for this assessment. The photographs were obtained from Walker and Associates, Tukwila, Washington. Following are notes from our review of these photographs: 1936: (B& W, Photo 1408) Highway 169 and railroad are present. Property is part of a large field with scattered trees. Golf greens and sand traps are evident on the field. 1946: (B& W, Photo A 46-623) Cleared strip for power line and present day pipeline is evident. Subdivision has been built around site. Site itself is still undeveloped. A building has been constructed cross the street to the northeast. Houses have been built to the southwest across Highway 169. 1960: (B& W, Photo 6-27-60 KC 60-14S-10) Site has been developed and there is a small building in the center of the site and a small structure in front of the building. Unknown what the structure is, although it may house gas pumps. Building to the northeast appears to be larger. A copy of this aerial photograph is provided in Figure 2. 1968: (B&W, Photo KC-68 6-21) Building and small structure in front of the building are still evident. An automobile appears to be parked in front of the small structure and several autos and a large semi truck are on the site. 1974: (B& W, Photo 3-20-74 KC-1-9-22) Building and small structure are gone. Property is bare ground or field. It appears that a second story has been added to the building to the northeast. 1980: (C%r, Photo KC80A-5534 7-27-801 7S-10) Site is still undeveloped and no other significant changes are evident. A copy of this aerial photograph is provided in Figure 3. 1990: (C%r, Photo KC-90 1 "=1000' 7-10-901212,250 ASL 1735) No significant changes. 1995: (C%r, Photo KC-95 9-22-95 1 "=2000' 9-17) Small building has been placed in center of property with driveways in front and back. This building appears to be the current espresso stand. Unidentified objects in southeast corner of property (may be signs). July i6, 2004 ASSOCiATED EARTf-I SCIENCES, INC. JSKlld· KV04J22A / • f'rojeclsI2004322IKVI WI'· W2K Page 8 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton, Washington 1997: (C%r, Photo KISK-97 9-19-97 1 "=2000' 22-44) Phase I Environmental Site Assessment Results of Investigation No significant changes to property, although there may be several objects in southeast corner of property. 2000: (C%r, Photo KC-OO 10-7-00 1 "=2000' 9-17) No significant change to site. Building has been constructed on property to the east- southeast. 2002: (C%r, Photo KC-02 9-23-02 1 "=1680' 9-22) No significant change to site. A copy of this aerial photograph is provided in Figure 4. 4.3.2 King County Assessor Records A representative from AESI reviewed the tax records with the King County Assessor's Office for the property. Copies of the property records are provided in Appendix C. AESI also reviewed pre-1974 King County Assessor records available at the Washington State Division of Archives and Records Management. These records indicate that a Standard Oil Co. gas station was built in 1959 and was still on the property in 1973. In addition, at least two tanks were reported on the property. 4.3.3 Washington State Department of Ecology (Ecology) Records AESI visited Ecology's northwest regional offices to review files associated with the Olympic Pipe Line release. A review of these records indicated that the plume of petroleum constituents migrated west from the release point and did not pass beneath the subject property. Maps of the plume for 1987 and 1998 are provided in Appendix B. 5.0 SITE RECONNAISSANCE 5.1 Methodology and Limiting Conditions The subject property and general vicinity were visited by a site assessor fTom AESI on June 30, 2004. Photographs were taken during the site visit to document current site conditions and are shown in Figures 5 and 6. Items of potential or recognized environmental significance to the property, if any, were noted. The site visit was limited to non-intrusive observations and no sampling was conducted. 5.2 General Site Setting Land use in the area of the property along the Maple ValJey Highway is primarily retail and commercial. Back from the highway, the land use is primarily residential. The Cedar River is located south of the site and the Cedar River Natural Zone is located south of the river. July 16, 2004 ASSOC1AT/:.J) EARTH SCIENCES. INC. JSKlld -KI'04J22A I -ProjeclsI2004322IKI'I WI' -W2K Page 9 I I I I I I I I I I I I· I I I I I I I 3404 Maple Valley Highway Property Renton, Washington 5.2.1 Ground Water Conditions Phase I Environmental Site Assessment Results of Investigation Well logs on file at Ecology were reviewed. Thirty borings/wells were located within approximately 1/2 mile of the subject property. Most of the well logs were borings associated with subsurface soil investigations (either environmental or geotechnical) and were not completed as wells. Four of the wells were water wells, three owned by the City of Renton and one owned by Gene Kelly. All of the water wells are located east and upgradient of the subject property and were screened at depth greater than 260 feet. Ground water observations were not possible during the site reconnaissance. However, information regarding ground water conditions is available in the reports for the Olympic Pipe Line gasoline release (see Section 4.2). 5.2.2 Surface Water Conditions No surface water was observed on the property during the site visit or reported during the interviews. The Cedar River is located approximately 500 feet south of the site. 5.3 Exterior Observations Site photographs are located in Figures 5 and 6. The site inspector from AESI made the following observations: • The site is mostly covered with grass or gravel driveway. The espresso stand is mounted on a trailer and it set within a depression to allow better drive-up access. • The site is bounded by SE 6lh Street to the northeast, Olympia A venue on the southeast, and Highway 169 (Maple Valley Highway) on the southwest. The pipeline/power transmission line easement bounds the northwest side of the property. The inspector also made the following observations for the neighboring properties: • A small grocery store is located north of the property. • A small office building is located east of the property. • Signs along the northwest side of the property indicate the location of the gasoline pipeline. • Maplewood Park is located north of the property. A ground water treatment system is located within a fenced-off area near the southwest corner of the park. July 16, 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlld· KV04322t11 . f'rojectsI2004322IKVIWP· IV2K Page 10 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Renton, Washington 5.4 Interior Observations Phase I Environmental Site Assessment Results o[ Investigation The only structure on the site was the trailer-mounted espresso stand. AESI entered the espresso stand and did not observe any items of environmental significance. 6.0 INTERVIEWS During the performance of this Phase J ESA. we interviewed the current owner. the son of the previous owner. and a neighbor. 6.1 Interview With Owner Mr. Larry Ramierez is the owner of the subject property and the operator of the espresso stand. He was able to provide the following information: Mr. Ramierez has operated the espresso stand since 1994. When he arrived at the site it was unoccupied and covered with low vegetation. Semi trucks had used the property for parking so there was a dirt road across the site. He stripped the vegetation and installed his trailer-mounted espresso stand. In 2000. he bought the property from Accord. Inc .. also known as Taco Time, in 2000. Accord. Inc. had recently purchased a larger parcel of land that inclurjed the subject property from Mr. Y\Yman Dobson. who had recently inherited the property from his father. Mr. John Dobson. With the exception of the golf course. Mr. Ramierez was not aware of any businesses. homes, or other structures that had operated on the site. Mr. Ramierez did not know of any use, storage, or disposal of chemicals, petroleum products, or wastes at the site. He was not aware of any fill dirt brought to the site or evidence of stained soil. The only utility at the site is temporary electrical service and the espresso stand relies on electric heat. He was not aware of any previous environmental issues, studies, or reports. Mr. Ramierez passed on conversations he had with Ms. Margie Simien. the owner/operator of the grocely store to the northeast of the property and the mother of Ms. Simien. Both women remembered a Standard Oil Co. gas station on the subject property when they moved to the area in 1969. The gas station was present on the subject property until the early 1970s. 6.2 Interview With Site Manager Mr. Larry Ramierez is the site manager. lilly 16, 2004 ASSOCIATED EARTH SCIENCES, INC. JSK/ld-KV04322A 1-l'rojeclsIZOO4322IKVIWP -WZK Page 11 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley Highway Property Remon. Washington 6.3 Interviews With Occupants Mr. Larry Ramierez is the site occupant. 6.4 Interviews with the Previous Owner Phase I Environmental Site Assessment Results 0/ Investigation AESJ interviewed Mr. Wyman Dobson, who inherited the property from his father, Mr. John Dobson. Mr. Dobson remembered that the road on the southeast side of the property (Olympia A venue) was moved at some point because it had been located in the wrong place. He also remembered that a Standard Oil Co. gas station operated on the site. 7 .0 RESULTS OF INVESTIGATION 7.1 Findings AESI has performed a Phase I ESA of the Ramierez property in Renton, Washington. Historical information reviewed during this Phase I ESA indicated that the property was part of the Maplewood Golf Course prior to 1936. The surrounding property was developed as a housing development sometime before 1946, although the subject property remained undeveloped. Sometime before 1960, the subject property was developed as a gasoline station and remained such until sometime in the early 1970s. The gas station was removed before 1974 and the property remained vacant until 1994, when an espresso stand was placed on the property. The property, which was previously owned by Mr. John Dobson, was purchased by Mr. Larry Ramierez in 2000 and continues to operate as an espresso stand. There were several off-site properties of potential environmental significance within the ASTM-specified search radii that were identified in the EDR 2004 database report. One site, the Olympic Pipe Line site, is associated with a major gasoline release that has been extensively ch~racterized. Ground water sampling results from the late 1980s through the late 1990s indicate that the resulting ground water plunie is located north of the subject proper!y and is not impacting the subject property. No other off-site properties appear to pose any signi ficant potential for impacting the subject property. 7.2 Opinion and Conclusions Based on the information gathered during this Phase I ESA, the likeliest environmental risk identified at the subject property is its historical use as a gas station. We recommend a Phase II ESA to determine if any underground storage tanks remain at the site and to collect soil/ground water samples to determine if any petroleum hydrocarbons are associated with the site. July J 6. 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlltI· KV04J22AJ -Projects 12004322 IKVI WI' -IV2K Page 12 I I I I I I I I I I I I I I I I I I I 3404 Maple Valley /1ighway Property Renton, Washington Phase I Environmental Site Assessment Results of Investigation 8.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS Resumes of the environmental professionals who performed this Phase I ESA are included in Appendix D. 9.0 CLOSURE This report was prepared for the exclusive use of Mr. Larry Ramierez and his agents for specific application to the subject site. AESI personnel performed this assessment in accordance with generally accepted standards of care that existed in the state of Washington at the time of this study. Our findings and conclusions have been prepared in accordance with generally accepted professional practice in the area at this time. We make no other warranty. either express or implied. Sincerely. ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington C)~~ (/.~'S~ott Ki~c1red. P.E. Ael110r Eng1l1eer July 16, 2004 JSKlld -KII04322A I -"rojectsl2004322lKI/1 WI' -W2K ASSOCIATED EAR71-1 SCIENCES, INC. Page 13 I I I I I I I I I I I I I I I I I I I lJ '-..J 3404 Maple Valley Highway Properly Renton. Washington 10,0 REFERENCES Phase I Environmental Site Assessment References Environmental Data Resources, Inc. (EDR) , 2004, The EDR radius map with GeoCheck™, 2404 Maple Valley Highway, Renton, Washington: Milford, Connecticut, June 23, 2004. July 16, 2004 ASSOCIATED EAR71J SCIENCES. INC. JSKlld -KV04322AI -ProjeclsI2004J22IKVIWI' -W2K Page 14 04322 rornierez pr'1P~r1y -rentonI04322-vicinity.cdr pago 1 ~ ~ ~ ~ ~ ~~ ~ .. .. 0 n 1'1 ... ~ Q. m 1'1 ., ... ::r III n ~ :::I n ~ .. :::I n Z3:< -1;;;-0;:00 Zm-Z ~ N ~~~ ~»s: -en» Zm G'l-"tJ -1m Oen Z» 1J ::0 o !- Z 9 f:j ~ ~ o ~ ~ ::!l (j') c ~ I I I I I I I I I I I I I I J -, ~ ~============================================= A .. oclatod Earth Science., Inc. 1960 AERIAL PHOTOGRAPH RAMIEREZ PHASE I ESA RENTON, WASHINGTON FIGURE 2 DATE 7/04 PROJ. NO. KE04322A I I I I I I I I I I I I I I • .9 o -m I Alloclatod earth Science., Inc. 1980 AERIAL PHOTOGRAPH RAMIEREZ PHASE I ESA RENTON, WASHINGTON FIGURE 3 DATE 7/04 PROJ. NO. KE04322A 1,---------------------------------- I I I I I I I I I I I I I I .,; 9 • J Alloclatod Earth Scloncol, Inc. 2002 AERIAL PHOTOGRAPH RAMIEREZ PHASE I ESA RENTON, WASHINGTON FIGURE 4 DATE 7104 PROJ. NO. KE04322A It) ~ ~ U.J 0:: ,... C"l ::l U.J '<t 0 (!) ~ U.J u: Cl ~ ci z -) 0 0:: a. u [J I: .; QI U ~ I: QI U III J: m .... .. '" w " [m QI .... '" u 0 OIl ~ OIl cI: ~Q6ad JPO'SOl04d alls·IBIJOa·ZZ£~OIuOIUaJ • AIJsdoJd ZGJSIWBJ ZZ£~O '" " Cl ~ "8 ~ o .r; c. B '(i E ~ N N ~ ~ B c: ~ >-i:================:=:============================================:===:=:=:===:===:===:=======:=:=:=:=:===:===:===========: E :; Associated Earth Sciences, Inc. 1~~~~~ N SITE PHOTOGRAPH LOOKING WEST AND NORTH RAMIEREZ PHASE I ESA RENTON, WASHINGTON FIGURE 6 DATE 7/04 ~ 0 __________________________________________________________________________________________________________________ ~~~~~~~~ PROJ NO. KE04322A I I I I I I I I I I I I I I I I I I I APPENDIX A Environmental Data Resources, Inc. (EDR) Report I I I I I I I I I I I I I I I I I I I The EDR Radius Map with GeoCheck® Ramierez Property 3404 Maple Valley Hwy Renton, W A 98058 Inquiry Number: 1218607.2s June 23, 2004 EDRTW Environmental Data Resources Inc The Standard in Environmental Risk Management Information 440 Wheelers Farms Road Milford, Connecticut 06460 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com FORANfRA. I I I I I I I I I I I I I I I I I I I SECTION PAGE Executive Summary _____________________________________________________ . ES1 OveNlewMap __________________________________________________________ 2 Detail Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 Map Findings Summary __________________________________________________ . 4 Map Flndings __________________________________________________________ . 6 Orphan Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 Government Records Searched/Data Currency Tracking_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum _________________________________________ . A·1 Physical Setting Source Summary __________________________________________ . A·2 Physical Setting Source Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A·a Physical Setting Source Map Flndlngs_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A·9 Physical Setting Source Records Searched ___________________________________ . A·15 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer -Copyright and Trademark Notice This report contains Infonnatlon obtained from a variety of public and other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL EDR BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. It can not be concluded from this report that coverage Information for the target and surrounding properties does not exist from other sources. Any analyses, estimates, ratings or risk codes provided In this report are provided for Illustrative purposes only, and are not intended to provide, nor should they be Interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Any liability on the part of EDR Is strictly limited to a refund of the amount paid for this report. Copyright 2004 by Environmental Data Resources, Inc. All rights reserved. Reproduction In any media or format, In whole or in part, of any report or map of Environmental Data Resources, Inc., or Its affiliates, Is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or Its affiliates. All other trademarks used herein are the property of their respective owners. TC1218607.2s Page 1 I I I I I I I I I I I I I I I I I I I A search of available environmental records was conducted by Environmental Data Resources, Inc. (EOR). The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom distances requested by the user. TARGET PROPERTY INFORMATION ADDRESS 3404 MAPLE VALLEY HWY RENTON, WA 98058 COORDINATES Latitude (North): 47.475000 -47' 28' 30.0" Longitude (West): 122.173300 -122' 10' 23.9" Universal Tranverse Mercator: Zone 10 UTM X (Meters): 562292.9 UTM Y (Meters): 5258064.0 Elevation: 61 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property: Source: TARGET PROPERTY SEARCH RESULTS 47122-02 RENTON, WA USGS 7.5 min quad index The target property was not listed In any of the databases searched by EOR. DATABASES WITH NO MAPPED SITES No mapped sites were found In EOR's search of available ( "reasonably ascertainable ") government records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases: FEDERAL ASTM STANDARD NPL ........................ National Priority List Proposed NPL .............. Proposed National Priority List Sites CERCLIS ..•••••...•••.•.•••• Comprehensive Environmental Response, Compensation, and liability Information System CERC-NFRAP ............... CERCLIS No Further Remedial Action Planned CORRACTS .............. _.. Corrective Action Report RCRIS-TSD ••• __ .•• __ •••••••. Resource Conservation and Recovery Information System RCRIS-LQG .................. Resource Conservation and Recovery Information System ERNS ........................ Emergency Response Notification System STATE ASTM STANDARD HSL. . ...................... Hazardous Sites List TC1218607.2s EXECUTIVE SUMMARY 1 I I I I I I I I I I I I I I I I I I I SWF/LF _____________________ . Solid Waste Facility Database LUST ________________________ Leaking Underground Storage Tanks Site List INDIAN LUST ________________ Leaking Underground Storage Tanks on Indian Land INDIAN UST _________________ Underground Storage Tanks on Indian Land FEDERAL ASTM SUPPLEMENTAL CONSENT ___________________ Superfund (CERCLA) Consent Decrees ROD _________________________ Records Of Decision Dellsted NPL. ______________ National Priority List Deletions FINDS _______________________ Facility Index System/Facility Identification Initiative Program Summary Report HMIRS ______________________ . Hazardous Materials Information Reporting System MLTS ________________________ Material licenSing Tracking System MINES _______________________ Mines Master Index File NPL Liens ___________________ Federal Superfund Liens PADS _______________________ . PCB Activity Database System US BROWNFIELDS _________ . A Listing of Brownfields Sites INDIAN RESERV ____________ .lndian Reservations FUDS _______________________ . Formerly Used Defense Sites 000 _________________________ Department of Defense Sites RAA TS ______________________ RCRA Administrative Action Tracking System TRIS _________________________ Toxic Chemical Release Inventory System TSCA. _______________________ Toxic Substances Control Act SSTS ________________________ Section 7 Tracking Systems FTIS INSP ________________ OM. FIFRAI TSCA Tracking System -FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)rrSCA (Toxic Substances Control Act) STATE OR LOCAL ASTM SUPPLEMENTAL CSCSL NFA. ________________ Confirmed & Contaminated Sites -No Further Action SPILLS ______________________ Reported Spills COL ________________________ Clandestine Drug Lab Contaminated Site List AST _________________________ Aboveground Storage Tank Locations EML. ________________________ Washington Emissions Data System EDR PROPRIETARY HISTORICAL DATABASES Coal Gas _________________ •• _ Former Manufactured Gas (Coal Gas) Sites BROWNFIELDS DATABASES US BROWN FIELDS ••• _. _. _ •. A Listing of Brownfields Sites INST CONTROL ••••• _ •••• _. Institutional Control Site List SURROUNDING SITES: SEARCH RESULTS Surrounding sites were Identified. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation Information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map Identification numbers refer to the EDR Radius Map report where detailed data on Individual sites can be reviewed. Sites listed In bold Italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. TC1216607.2s EXECUTIVE SUMMARY 2 I I I I I I I I I I I I I I I I I I I FEDERAL ASTM STANDARD RCRIS: Resource Conservation and Recovery Information System. RCRIS Includes selective information on sites which generate, transport, store, treat andlor dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESOGs): generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SOGs): generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LOGs): generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste from the generator off-site to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. A review of the RCRIS-SOG list, as provided by EDR, and dated 04/13/2004 has revealed that there is 1 RCRIS-SOG site within approximately 0.25 miles of the target property. Equal/Higher Elevation RENTON RADIA TOR INC Address Dlst 1 Dlr Map 10 Page 3217 SE 6TH ST 0-1/8 NW 2 STATE ASTM STANDARD CSCSL: The State Hazardous Waste Sites records are the states' equivalent to CERCLIS. These sites mayor may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are Identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Ecology's Confirmed & Suspected Contaminated Sites List. A review of the CSCSL list, as provided by EDR, has revealed that there are 4 CSCSL sites within approximately 1 mile of the target property. Equal/Higher Elevation OL YMPIC PIPE LINE MAPLEWOOD RENTON HIGHLANDS LANDFILL PUGET POWER TALBOT HILL SUBSTA GULL 205 Address 3524 SE 5TH ST NE 3RD ST 1 NE 4TH ST PUGET DR SE 1 EDMONDS 3800 NE FOURTH Dlst 1 Dlr Map 10 0-1/8 NE 1 1/2 -1· NNW 5 1/2 -1 SW 6 112 -1 NNE 7 UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of Ecology's Statewide UST SltelTank Report. A review of the UST list, as provided by EDR, and dated 04/07/2004 has revealed that there is 1 UST site within approximately 0.25 miles of the target property. 7 Page 6 B 9 10 Lower Elevation Address Olat 1 Olr Map 10 Page GULL 229 2904 MAPLE VALLEY HWY 1/8 -1/4WNW A4 8 TC121B607.2s EXECUTIVE SUMMARY 3 I I I I I I I I I I I I. I I I I I I I VCP: Sites that have entered either the Voluntary Cleanup Program or its predecessor Independent Remedial Action Program. A review of the VCP list, as provided by EDR, and dated 05/18/2004 has revealed that there Is 1 VCP site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Dlst 1 Dlr Map 10 Page OL YMPIC PIPE LINE MAPLEWOOD 3524 SE 5TH ST 0·118 NE 1 6 STATE OR LOCAL ASTM SUPPLEMENTAL ICR: These are remedial action reports Ecology has received from either the owner or operator of the site. These actions have been conducted without department oversight or approval and are not under an order or decree. A review of the WA ICR list, as provided by EDR, has revealed that there is 1 WA ICR site within approximately 0.5 miles of the target property. Lower Elevation Address Olst 1 Olr Map 10 Page GULL #0229 2904 MAPLE VALLEY ROAD BROWNFIELDS DATABASES VCP: Sites that have entered either the Voluntary Cleanup Program or its predecessor Independent Remedial Action Program. 1/8· 1/4WNW A3 7 A review of the VCP list, as provided by EDR, and dated 05/18/2004 has revealed that there is 1 VCP site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address OL YMPIC"PIPE LINE MAPLEWOOD 3524 SE 5TH ST Olst I Olr Map 10 0·118 NE 1 Page 6 TC1218607.2s EXECUTIVE SUMMARY 4 I I I I I I I I I I I I I I I I I I I Due to poor or Inadequate address information, the following sites were not mapped: Site Name BNSF SHATIUCK STREET DERAILMENT SUNSET VIEW APARTMENTS QUENDALL TERMINAL STERN OFF METALS CORP CHEVRON #9 9114 HAZEL MAINTENANCE FACILITY SITE RENTON CLINIC ASSOCIATION GOODYEAR ASC 8821 WA DOT BRIDGE 90020 BONNEVILLE WASTE YOUNKER NISSAN MT. OLIVET LANDFILL MIDWAY AUTO NORTHWEST PIPELINE METER STATIONS NORTHWEST PIPELINE METER STATIONS BLENCOE DENTAL BUILDING RENTON MUNICIPAL AIRPORT CHEVRON #9 7111 GOODYEAR SERVICE CENTER PACCAR INC. PACCAR INC. PUGET POWER/BOEING/PACIFIC NW GROU BOEING -RENTON FACILITY -BLOGS 4 BOEING -RENTON FACILITY -BLDG. 4 BOEING -RENTON BLDG. 4-75 R.P. CHARLEY AUTOMOTIVE BLACK RIVER CORP. PARKITRACK A & B G & M INVESTMENTS/GARDEN PLAZA PUGET POWER -TALBOT HILL SUBSTATI PUGET SOUND ENERGY TALBOT HILL SUB RENTON SHOPPING CENTER (EIGHT REPO SOUND FORD RENTON SOUND SUBARU TARGET EQUIPMENT RENTALS (TWO REPO METRO EAST DIVISION RENTON TRANSFER STATION Database(s) CSCSL, VCP CSCSL CERCLIS CERC-NFRAP, WA ICR WA ICR, SPILLS UST, LUST LUST LUST,UST RCRIS-SQG, FINDS RCRIS-SQG, FINDS RCRIS-SQG, FINDS WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR WAICR CSCSL NFA TC1216607.2s EXECUTIVE SUMMARY 5 I OVERVIEW MAP • 1218607.2s • Associated Earth Sciences Inc. I I I I I I I I I I I II--=--~-l I • Target Property Siles at elevations higher than or equal to the target property Sites at elevations lower than the target property Coal Gasification Sites Netional Priority List Sites Landfill Sites Dept. Defense Sites 0 . -- '/V N ~ D flR 114 1/2 i "Ii ,,(0." ; ; IndIan Reservations BIA Power transmission lines 011 & Gas pipelines i00-year flood zone SaO-year flood zone Federal WeUands TARGET PROPERTY: Ramlerez Property CUSTOMER: Associated Earth Sciences Inc. ADDRESS: 3404 Maple Valley Hwy CONTACT: Scott Kindred CITY/STATE/ZIP: Renton WA 98058 INQUIRY #: 1218607.25 1 UII •• I ~ I LAT/LONG: 47.4750/122.1733 DATE: June23,20048:09pm ~------------------------------------------~--~C~,p~~lg~hl~~~20~04~E~OR~.ln-~~O~W~OJ~GO~T~.ln-,.~R.~I.~on=2o~OJ~A~IIR~lg~hl.~R~'''-N~.d-. --------~ I I I I I I I I I I I I I I DETAIL MAP· 1218607.2s • Associated Earth Sciences Inc. 6E 6TH 61 I--------~----,~~ • Target Property Sites at elevations higher than or equal to the target property Sites at elevations lower than the target property Coal Gasification Sites Sensitive Receptors National Priority List Sites Landfill Sites Dept. Defense Sites o lne 1/8 11411110. ;!'ii!i' _iliiiiiiiii"~"Iiili:"';;' 'iilli"·ilJ"'!!!!!!l!!!.'!!!!!~!!!!!~~' 1lij""Ilii".'iIJlj·"lII,l' '." iiiiij"iiiii' ."iilli'''~''·iiI·' 'liIliiiiiiiiiliii""'iiii""iiiiiJ'"'! Indian Reservations BIA Power transmission lines Oil & Gas pipelines 1 DO-year flood zone SOD-year flood zone Federal Wetlands TARGET PROPERTY: Ramierez Property CUSTOMER: Associated Earth Sciences Inc. ADDRESS: 3404 Maple Valley Hwy CONTACT: Scott Kindred CITY/STATE/ZIP: Renton WA 98058 INQUIRY #: 1218607.2s I LAT/LONG: 47.4750/122.1733 DATE: June 23,2004 8:09pm ~--------------------------------------------~--~c~oP-~~lah~t~~2~OO~4~ED~R,~1n-c,¢~200~3~GD~T,~ln-c.~R'~I.~ol~no~o3~.~AII~RI~gh~II~R'-"N-'~d.----------~ I I I Search Target Distance Total .1 Database Property (Miles) < 1/8 1/8· 1/4 1/4· 1/2 1/2· 1 > 1 Plotted FEDERAL ASTM STANDARD I NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 CERCLIS 0.500 0 0 0 NR NR 0 I CERC·NFRAP 0.250 0 0 NR NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 RCRIS·TSD 0.500 0 0 0 NR NR 0 RCRIS Lg. Quan. Gen. 0.250 0 0 NR NR NR 0 I RCRIS Sm. Quan. Gen. 0.250 1 0 NR NR NR 1 ERNS TP NR NR NR NR NR 0 STATE ASTM STANDARD I CSCSL 1.000 1 0 0 3 NR 4 HSL 1.000 0 0 0 0 NR 0 State Landfill 0.500 0 0 0 NR NR 0 LUST 0.500 0 0 0 NR NR 0 I' UST 0.250 0 1 NR NR NR 1 VCP 0.500 1 0 0 NR NR 1 INDIAN LUST 0.500 0 0 0 NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 I FEDERAL ASTM SUPPLEMENTAL CONSENT 1.000 0 0 0 0 NR 0 I ROD 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 FINDS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR 0 I MLTS TP NR NR NR NR NR 0 MINES 0.250 0 0 NR NR NR 0 NPL Liens TP. NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 I US BROWNFIELDS 0.500 0 0 0 NR NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 RAATS TP NR NR NR NR NR 0 I TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 FITS TP NR NR NR NR NR 0 I STATE OR LOCAL ASTM SUPPLEMENTAL CSCSL NFA 0.500 0 0 0 NR NR 0 I WAICR 0.500 0 1 0 NR NR 1 I I TC1216607.2s Page 4 I I I I I I I I I I I I I I I I I I I I Search Target Distance Database Property (Miles) < 1/8 SPILLS TP NR CDL TP NR AST TP NR WA Emissions TP NR EDR PROPRIETARY HISTORICAL DATABASES Coal Gas 1.000 0 BROWNFIELDS DATABASES US BROWNFIELDS 0.500 0 VCP 0.500 1 INST CONTROL 0.250 0 NOTES: AQUIFLOW -see EDR Physical Setting Source Addendum TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database Total 1/8 -1/4 1/4 -1/2 1/2 -1 > 1 Plotted NR NR NR NR 0 NR NR NR NR 0 NR NR NR NR 0 NR NR NR NR 0 0 0 0 NR 0 0 0 NR NR 0 0 0 NR NR 1 0 NR NR NR 0 TC1218607.2s Page 5 I I I I I I I I I I I I I I I I I I I Map 10 Direction ~istance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA 10 Number 1 NE < 1/8 571 ft. Relative: Higher Actual: 75 ft. Coal Gas Site Search: No site was found In a search of Real Property Scan's ENVIROHAZ database. OLYMPIC PIPE LINE MAPLEWOOD 3524 SE 5TH ST RENTON, WA 98058 SHWS: Facility ID: 5494605 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 472832 Longitude: 1221021 Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those siles undergoing an Independent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): CSCSL 8106045065 VCP N/A Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or fietd determination in the case of petroleum contamination) Affected Media: Ground Water Arsenic Code: Not reported Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocerbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 5494605 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 472832 Longitude: 1221021 Not reported Not reported 1 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an Indepandent cleanup: Independent Site Assessment of Interim Remedial Action Report received WARM Bin Number Indicates the outcome of the Washington Ranking Model (WARM): Media Status: C (Confirmed) -The presence of hazardous sUbstances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination In the case of petroleum contamination) Affected Media: Soli Arsenic Code: Not reported TC1218607.2s Page 6 I I I I I I I I I I I I I I I I I I I Map 10 Direction Distance Distance (ft.) Elevation Site 2 NW < 1/8 633 ft. Rolatlve: Equal Actual: 61 ft. A3 WNW 1/8-1/4 864 ft. Relative: OLYMPIC PIPE LINE MAPLEWOOD (Continued) Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutent medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants. Organic: Conventional Contaminants, Inorganic: VCP: Facility 10: 5494605 WARM BIN#: Not reported Not reported Not reported 1 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Confirmed above MTCA cteanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Status: NFA Code: Independent Remedial Action Not reported RENTON RADIATOR INC 3217 SE 6TH ST RENTON, WA 98058 RCRIS: Owner: EPA to: Contact: COREY BOZELL (425)226-3121 WA0000062BB5 Not reported Classification: Small Quantity Generator TSDF Activities: Not reported Violation Status: No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Resource Conservation and Recovery Act Information system Waslngton Departmant of Ecology Facility/Site Identification System GULL #0229 2904 MAPLE VALLEY ROAD RENTON. WA 98055 Site 1 of 2 In cluster A Lower WA ICR: Actual: 58 ft. Date Ecology Received Report: Contaminants Found at Slta: Media Contaminated: Cause of Contamination: Region: Type of Report Ecology Received: 10/07/1991 Petroleum products Soli Tank North Western Final cleanup report EDR 10 Number Database(s) EPA 10 Number S106045065 RCRIS-SQG 1004793151 FINDS WA0000062885 WA ICR S104486870 N/A TC1218607.2s Page 7 I I I I I I I I I I I I I I I I I I I Map 10 Direction Dlstanca Dlstanca (fl.) Elevation Sile A4 WNW 1/8-1/4 865 ft. Relative: Lower Actual: 58 ft. 5 NNW 112-1 5047 ft. Relatlvo: HI8her Actual: 312 ft. GULL #0229 (Continued) Site Register Issue: County Code: CQntact: Report Tille: GULL 229 2904 MAPLE VALLEY HWY RENTON, WA 98058 Site 2 of 2 In cluster A UST: Facility 10: 32528923 Sile 10: 7684 Install Date: 12/31/1864 Capacity: Not reported Status: Removed Tank Name: 6 Substance: Not reported Compartment #: 1 Ecology Region: North Western Facility 10: 32528823 Site 10: 7684 Install Date: 12/31/1864 Capaclly: Not reported Status: Removed Tank Name: 4 92-08 17.00000 Not reported Not reported Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Westem Facility 10: 32528923 Site 10: 7684 Install Date: 12/31/1964 Capacity: Not reported Status: Removed Tank Name: 1 Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western RENTON HIGHLANDS LANDFILL NE 3RD ST 1 NE 4TH 5T RENTON, WA 98056 SHWS: Facility 10: 2128 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 47 29 11 Longitude: 1221051 Ecology Sile Status relative to the MTCA cleanup process: Awaiting Slta Hazard Assessmant (SHA) Independent Sile Status -those slles undergoing an Independent cleanup: Not reported WARM Bin Number indicates the outcome of the Washington Ranking Model (WARM): EDR iD Number Database(s) EPA 10 Number 5104466870 UST U000592140 NIA CSC8L 8102256295 NIA TC1218607.2s Page 8 I I I I I I I I I I I I I I I I I I I Map ID Direction Distance Distance (fl.) EDR ID Number Elevation Site Database(s) EPA ID Number 6 SW 1/2-1 5124 ft. Relative: Higher Actual: 456 ft. RENTON HIGHLANDS LANDFILL (Continued) 5102258295 Media Status: S (Suspected) -Due to preliminary Investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the site Affected Media: Soli Arsenic Code: Not reported Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Westes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: PUGET POWER TALBOT HILL SUBSTATION PUGET DR SE / EDMONDS AV SE RENTON, WA 96056 SHWS: Facility ID: 2377 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 472754 Longitude: 122 11 9 Not reported Not reported 4 Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Suspected to be present Suspected to be present Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an Independent cleanup: Indepandent Site Assessment of Interim Remedial Action Report received WARM Bin Number Indicates the outcome of the Washington Ranking Model (WARM): CSCSL S102258281 N/A Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field delermlnation in the cese of petroleum contamination) Affected Media: Soli Arsenic Code: Not reported Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Not reported Not reported 3 Suspected to be present Suspected to be present Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported TC1216607.2s Page 9 I I I I I I I I I I I I I I I I I I I MaplD Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number 7 NNE 112-1 5187 ft. Rolatlve: Higher Actual: 382 ft. PUGET POWER TALBOT HILL SUBSTATION (Continued) Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 2377 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 472754 Longitude: 122 11 9 Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an Independent cleanup: Independent Site Assessmenl of Interim Remedial Action Report received WARM Bin Number Indicates Ihe outcome of the Washington Ranking Model (WARM): Media Status: S (Suspected) -Due to preliminary investigations or the nature of business operations or manufacturing processes, certain contaminants are suspected to be present at the sile Affected Media: Suriace Water Arsenic Code: Not reported Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Priority Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: GULL 205 3800 NE FOURTH RENTON, WA 98056 SHWS: Facility ID: 61614156 MTBE Code: Not reported Responsible Unit: Northwest Region Latitude: 472918 Longitude: 122 10 8 Not reported Not reported 3 Suspected to be present Suspected to be present Not reported Not reported Suspected to be present Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Site Status relative to the MTCA cleanup process: Independent Remedial Action Independent Site Status -those sites undergoing an Independent cleanup: Final Independent Remedial Action Report received WARM Bin Number Indicates the outcome of the Washington Ranking Model (WARM): UST LUST CSCSL VCP S102258281 U003152715 NIA Media Status: C (Confirmed) -Tho presence of hazardous substances above MTCA cleanup levels has been confirmed by laboralory analysiS (or field determination In the case of petroleum contamination) Affected Media: Ground Water TC121B607.2s Page 10 I I I I I I I I I I I I I I I I I I I Map 10 Direction Distance Distance (ft.) EDR 10 Number Elevation Site Database(s) EPA 10 Number GULL 205 (Contlnuod) Arsenic Code: Not reported Base/Neutral/Acid Orgenlcs: Halogenated Organic Compounds: Horizontal Collection Method: EPA Prtorlty Pollutants -Metels and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Oioxln: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: Facility 10: 61614156 MTBE Code: Not reported Responsible Unit: Northwest Region Lalitude: 472918 Longitude: 122108 Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Nol reported Not reported Ecology Site Status relative to the MTCA cleanup process: Indapendent Remedial Action Independent Site Stalus -those sites undergoing an Independent cleanup: Final Independent Remedial Action Report received WARM Bin Number Indicates the outcome of the Washington Ranking Model (WARM): U003152715 Media Status: C (Confirmed) -The presence of hazardous substances above MTCA cleanup levels has been confirmed by laboratory analysis (or field determination In the case of petroleum contamlnallon) Affected Media: Soli Arsenic Code: Not reported Base/Neutral/Acid Organics: Halogenated Organic Compounds: Horizontal Collection Method: EPA Prtorlty Pollutants -Metals and Cyanide: Metals -Other non-priority pollutant medals: Polychlorinated biPhenyls (PCBs): Pesticides: Petroleum Products: Phenolic Compounds: Non-Halogenated Solvents: Dioxin: Polynuclear Aromatic Hydrocarbons (PAH): Reactive Wastes: Corrosive Wastes: Radioactive Wastes: Asbestos: Conventional Contaminants, Organic: Conventional Contaminants, Inorganic: LUST: Facility 10: 7667 Release 10: 2260 Release Status: Cleanup Started Not reported Not reported 4 Not reported Not reported Not reported Not reported Confirmed above MTCA cleanup levels Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Ecology Region: Release Date: Status Date: NWRO 10/19/1990 06/01/1995 TC1218607.2s Page 11 I I I I I I I I I I I I I I I I I I I MaplD Direction Distance Distance (ft.) Elevation Site GULL 205 (Continued) Alternate Name: GULL 205 LeVLon 47.488322/122.168921 Affected Media: Ground Water FS ID: 61614156 Facility ID: Release ID: Release Status: Alternate Name: LaVLon Affected Media: FS ID: Facility ID: Release ID: Release Status: Altemate Name: LaVLon Affected Media: FS ID: Facility ID: Release ID: Release Status: Alternate Name: LaVLon Affected Media: FS ID: VCP: 7667 2260 Cleanup Started GULL 205 47.4883221122.166921 Soli 61614156 7667 2260 Reported Cleaned Up GULL 205 47.488322 1122.166921 Ground Water 61614156 7667 2260 Reported Cleaned Up GULL 205 47.488322/122.168921 Soli 61614156 Ecology Region: Release Date: Status Date: Ecology Region: Release Date: Status Date: Ecology Region: Release Date: Status Date: Facility ID: WARM BIN#: 61614156 Not reported Ecology Status: NFACode: UST: Facility ID: Site ID: Install Date: Capacity: Status: Tank Name: 61614156 7667 12/31/1964 Not reported Removed 2 Independent Remedial Action Not reported Substance: Compartment #: LEADED GASOLINE 1 Ecology Region: North Western Facility ID: 61614156 Site ID: 7667 Install Date: 12/31/1964 Capacity: Not reported Status: Removed Tank Name: 1 Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western NWRO 10/19/1990 06/01/1995 NWRO 10/19/1990 12/14/2000 NWRO 10/19/1990 12/14/2000 EDR 10 Number Oatebase(s) EPA ID Number U003152715 TC1218607.2s Page 12 I I I I I I I I I I I I I I I I I I I MaplD Direction Distance Distance (ft.) Elevation Site GULL 205 (Continued) Fecility ID: 61614156 Site ID: 7667 Install Date: 12131/1964 Capacity: Not reported Status: Removed Tank Name: 4 Substance: UNLEADED GASOLINE Compartment #: 1 Ecology Region: North Western EDR ID Numbar Database(s) EPA ID Number U003152715 TC1218607.2s Page 13 - -- City HAZEL KENT NEWCASTLE NEWCASTLE RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON RENTON - --- - EDRID Site Name U000924330 HAZEL MAINTENANCE FACILI1Y SITE S101098019 RENTON CUNIC ASSOCIAT!ON S104873159 MT. OLIVET lANDFILL S104873110 MIDWAY AUTO S103508447 NORTHWEST PIPEUNE METER STATIONS S103508440 NORTHWEST PIPEUNE METER STATIONS S106249820 BLENCOE DENTAl BUILDING 1003035055 STERN OFF METALS CORP 1001600461 WA DOT BRIDGE 90020 S103508800 RENTON MUNICIPAl AIRPORT 1000194911 GOODYEAR ASC 8821 S103850497 CHEVRON #97111 S103507583 GOODYEAR SERVICE CENTER S103508538 PACCAR INC. S103508537 PACCAR INC. S103508747 PUGET POWERIBOElNGJPACIFIC NW GROU S103503016 CHEVRON #9 9114 S105454267 BOEING -RENTON FACILITY -BLDGS 4 S105454266 BOEING -RENTON FACILI1Y -BlDG. 4 S103505635 BOEING -RENTON BLDG. 4-75 S105124678 R.P. CHARLEY AUTOMOTIVE 1000659935 BONNEVIllE WASTE S103505575 BLACK RNER CORP. PARKITRACK A & B S104971754 RENTON TRANSFER STATION S103507539 G & M INVESTMENTS/GARDEN PlAZA S105454402 PUGET POWER -TALBOT HILL SUBSTATI S104873217 PUGET SOUND ENERGY TALBOT HILL SUB S105454410 RENTON SHOPPING CENTER {EIGHT REPO S103509540 SOUND FORD RENTON S103503851 SOUND SUBARU S103503581 TARGET EOUIPMENT RENTALS (TWO REPO S103511699 METRO EAST DNISION S105430735 BNSF SHATTUCK STREET DERAILMENT 1006366241 SUNSET VIEW APARTMENTS 1001969468 YOUNKER NISSAN 1003880386 OUENDAlL TERMiNAl - --- -- - ORPHAN SUMMARY Site Address MILEPOST 38.8 SR 530 ? 215S4THPL "7 I NE 3RD ST. -;;. I V",,; Ie 2802 KENT -DES MOINES ROAD -I '""'" 800 S 21ST ST. 7 ( 19241 SE272NDAVE. "7 ( 2OOS. 3RD:> ( 1600 SW 43RD ST;:> ( SR 900 MP 10.72 TO MP 10.75 "";> ( APPROXIMATELY 800 RAINIER AVE. "7 ( 207 3RD AVE"? ( 19044 10BTH AVE. SEIBENSON HWY "> ( 207 3RD AVE. "7 ( 500 BLOCK OF HAUSER WAY N. '7" I 500 BLOCK OF HOUSER WAY N. / I BUILDING 7-81-4 "7 I 301 GRADY WAY '/ , 8TH ( LOGAN ") I 8TH I LOGAN> I LOGAN AVE. N> I 207 MAIN ST.) ( MAPLE VAlLEY COVINGTON UNE 1) I OAKSDAlE AVE. SW/SW 7THIMONSTE '/ I SOFNE4THST [~~'. It ._ 5TH I PARK BLDGS AT PARK AVE ' I PUGET ORNE SE I EDMONDS AVE -;(}/'~"-L.. 2400 S. PUGET DR '5~ RAINIER AVE. S. I SUNSET BLV 7/ 750 RAINIER AVE. > I 2401250 RAINIER AVE. S. ) f 18017 SE RENTON MAPLE ) ( RENTON TREATMENT PlANT '> ( SHATTUCK I HOUSER STS '/ ( 2101 SW SUNSET BLVD") I 3820 E VAlLEY HWY S") ( 4503 LK WASHINGTON BLVD N )1 Zip Datebase(s) 98056 UST, LUST 98055 LUST 98056 WAICR 98056 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98055 CERC-NFRAP, WA ICR 98056 RCRI5-S0G, FINDS 98055 WAICR 98055 LUST, UST 98055 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98055 WA ICR, SPIlLS 98055 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98058 RCRI5-SOG, FINDS 98055 WAICR 98056 CSCSL NFA 98055 WAICR 98058 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98055 WAICR 98058 WAICR 98055 WAICR 98055 CSCSL, VCP 98055 CSCSL 98055 RCRIS-50G, FINDS 98055 CERCUS ---- TC1218607.2s Page 14 I I I I I I I I I I I I I I I I I I I To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterty basis, as required. Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90-day updating requirement of the ASTM standard. FEDERAL ASTM STANDARD RECORDS NPL: National Priority List Source: EPA Telephone: N/A National Prtorltles List (Superfund). The NPL Is a subset of CERCLIS and Identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 04/27/04 Date Made Active at EDR: 05/21/04 Database Release Frequency: Semi-Annually NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 Telephone 617-918-1143 EPA Region 3 Telephone 215-814-5418 EPA Region 4 Telephone 404-562-8033 Proposed NPL: Proposed Nationel Priority List Sites Source: EPA Telephone: N/A Date of Government Version: 04/27/04 Date Made Active at EDR: 05/21/04 Database Release Frequency: Semi-Annually EPA Region 6 Date of Data Arrival at EDR: 05/04/04 Elapsed ASTM days: 17 Date of Last EDR Contact: 05/04/04 Telephone: 214-655-6659 EPA Region 8 Telephone: 303-312-6774 Date of Data Arrival at EDR: 05/04/04 Elapsed ASTM days: 17 Date of Last EDR Contact: 05/04/04 CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System Source: EPA Telephone: 703-413-0223 CERCUS contains data on potentially hazardOUS waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCUS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are In the screening and assessment phase for possible Inclusion on the NPL. Date of Government Version: 02/26/04 Date Made Active at EDR: 04/02/04 Database Release Frequency: Quarterly CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Source: EPA Telephone: 703-413-0223 Date of Data Arrival at EDR: 03/22/04 Elapsed ASTM days: 11 Date of Last EDR Contact: 03/22/04 As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an Initial Investigation, no contamination was found, contamination was removed quickly without Ihe need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25,000 NFRAP sites to 11ft the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the Investigations In the future. This policy change Is part of the EPA's Brownfields Redevelopment Program to help cities, states, private Investors and affected citizens to promote economic redevelopment of unproductive urban siles. TC1218607.25 Page GR-1 I I I I I I I I I I I I I I I I I I I Date of Govemment Version: 02126/04 Date Made Active at EDR: 04/02104 Database Release Frequency: Quarterly CORRACTS: Corrective Action Report Source: EPA Telephone: 800-424-9346 Date of Data Arrival at EDR: 03/22/04 Elapsed ASTM days: 11 Date of Last EDR Contact: 03/22/04 CORRACTS Identifies hazardous waste handlers with RCRA corrective action activity. Date of Govemment Version: 03/15/04 Date Made Active at EDR: 04/15/04 Database Release Frequency: Semi-Annuatly RCRIS: Resource Conservation and Recovery Information System Source: EPA Telephone: 800-424-9346 Date of Data Arrival at EDR: 03/25/04 Elapsed ASTM days: 21 Date of Last EDR Contact: 03/08/04 Resource Conservation and Recovery Information System. RCRIS Includes selective Information on sites which gener.ate, transport, store, treat andlor dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs): generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SQGs): generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LQGs): generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste par month. Transporters are individuals or entitles that move hazardous waste from the generator off-site to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Govemment Version: 04/13/04 Dale Made Active at EDR: 05/13/04 Database Release Frequency: Varies ERNS: Emergency Response Notification System Source: National Response Center, United States Coast Guard Telephone: 202-260-2342 Date of Data Arrivat at EDR: 04/20/04 Elapsed ASTM days: 23 Date of Last EDR Contact: 04/20/04 Emergency Response Notification System. ERNS records and stores Information on reported releases of oil and hazardous substances. Date of Govemment Version: .12/31/03 Date Made Active at EDR: 03/12104 Database Release Frequency: Annually FEDERAL ASTM SUPPLEMENTAL RECORDS BRS: Biennial Reporting System Source: EPNNTIS Telephone: 800-424-9346 Date of Data Arrival at EDR: 01/26/04 Elapsed ASTM days: 46 Date of Last EDR Contact: 04/26/04 The Blennlat Reporting System Is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Govemment Version: 12101/01 Database Release Frequency: Biennially CONSENT: Superfund (CERCLA) Consent Decrees Source: EPA Regional Offices Telephone: Varies Date of Last EDR Contact: 03/16/04 Date of Next Scheduted EDR Contact: 06/14/04 Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Govemment Veraion: N/A Date of Last EDR Contact: N/A Database Release Frequency: Varies Date of Next Scheduled EDR Contact: N/A TC1218607.2s Page GR-2 I I I I I I I I I I I I I I I I I I I ROD: Records Of Decision Source: EPA Telephone: 703-416-0223 Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health Information to aid In the cleanup. Date of Government Version: 04/08/04 Database Release Frequency: Annually DELISTED NPL: National Priority List Deletions Source: EPA Telephone: NIA Date of Last EDR Contact: 04/05/04 Date of Next Scheduled EDR Contact: 07/05/04 The National 011 and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response Is appropriate. Date of Government Version: 04/27/04 Database Release Frequency: Quarterly FINDS: Facility Index SystemlFacility Identification Initiative Program Summary Report Source: EPA Telephone: NIA Date of Last EDR Contact: 05/04/04 Date of Next Scheduled EDR Contact: 08/02/04 Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more detail. EDR Includes the following FINDS databases In this report: PCS (Permit Compliance System), AIRS (Aerometrlc Information Retrieval System), DOCKET (Enforcement Docket used to manage and track Information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Govemment Version: 04/08/04 Date of Last EDR Contact: 04/05/04 Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 07105/04 HMIRS: Hazardous Materials Information Reporting System Source: U.S. Department of Transportation Telephone: 202-366-4555 Hazardous Materials Incident Report System. HMIRS contains hezardous material spill Incidents reported to DOT. Date of Government Version: 02/17/04 Date of Last EDR Contact: 04/20104 Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 07/19/04 ML TS: Material licensing Tracking System Source: Nuclear Regulatory Commission Telephone: 301-415-7169 ML TS Is maintained by the Nuclear Regulatory Commission end contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/19/04 Database Release Frequency: Quarterly MINES: Mines Master Index File Source: Department of Labor, Mine Safely and Health Administration Telephone: 303-231-5959 Date of Government Version: 03/05/04 Database Release Frequency: Semi-Annually NPL LIENS: Federal Superfund Liens Source: EPA Telephone: 202-564-4267 Date of Last EDR Contact: 04/05/04 Date of Next Scheduled EDR Contact: 07105/04 Date of Last EDR Contact: 03/30/04 Date of Next Scheduled EDR Contact: 06/28/04 Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation and liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property In order to recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA complies a listing of filed notices of Superfund Liens. TC1218607.2s Page GR·3 I I I I I I I I I I I I I I I I I I I Date of Government Version: 10/15/91 Database Release Frequency: No Update Planned PADS: PCB Activity Database System Source: EPA Telephone: 202-564-3667 Date of Last EDR Contact: 03/12104 Date of Next Scheduled EDR Contact: 05/24/04 PCB Activity Database. PADS Identifies generators, transporters, commercial storers andlor brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 03130/04 Database Release Frequency: Annually DOD: Department of Defense Sites Source: USGS Telephone: 703-692-6601 Date of Last EDR Contact: 05/12104 Date of Next Scheduled EDR Contact: 06/09/04 This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 10/01/03 Database Release Frequency: Semi-Annually STORMWATER: Storm Water General Permits Source: Environmental Protection Agency Telephone: 202564-0746 A listing of all facilities with Storm Water General Permits. Date of Government Version: NIA Database Release Frequency: Quarterly INDIAN RESERV: Indian Reservetions Source: USGS Telephone: 202-206-3710 Date of Last EDR Contact: 02/02/04 Date of Next Scheduled EDR Contact: 05/10/04 Date or Last EDR Contact: NIA Date of Next Scheduled EDR Contact: NIA This map layer portrays Indian administered lands of the United States that have any erea equal to or greater than 640 acres. Date of Government Version: 10/01/03 Database Release Frequency: Semi-Annually US BROWN FIELDS: A Listing of Brownfields Sites Source: Environmental Protection Agency Telephone: 202-566-2777 Date of Last EDR Contact: 02102104 Date of Next Scheduled EDR Contact: 05/10/04 Included In the listing are brownflelds properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Brownfields Assessments. Targeted Brownflelds Assessments-EPA's Targeted Brownfields Assessments (TBA) program Is designed to help states, tribes, and muniCipalities-especially those without EPA Brownfields Assessment Demonstration Pilots-minimize the uncertainties of contamination often associated with brownfields. Under the TBA program, EPA provldas funding and/or technical assistance for environmental assessments at brownflelds sites throughout the country. Targeted Brownflelds Assessments supplement and work with other efforts under EPA's Brownfields Initiative to promote cleanup and redevelopment of brownflelds. Cooperative Agreement Recipients-States, political subdivisions, territories, and Indian tribes become BCRLF cooperative agreement recipients when they enter Into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownflelds-related cleanup activities. Date of Government Version: 04/14/04 Database Release Frequency: Semi-Annually RMP: Risk Management Plans Source: Environmental Protection Agency Telephone: 202-564-8600 Date of Last EDR Contact: 03/15/04 Date of Next Scheduled EDR Contact: 06/14/04 When Congress passed the Clean Air Act Amendments of 1990, It required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to Implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which Includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five yaars, and an evaluation of worst-case and alternative accidental releases; Prevention program that Includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for inrorming the public and response agencies (e.g the fire department) should an accident occur. TC1216607.2s Page GR-4 I I I I I I I I I I I I I I I I I I I Date of Government Version: NIA Database Release Frequency: NIA FUDS: Formerly Used Defense Sites Source: U.S. Army Corps of Engineers Telephone: 202·528·4285 Date of Last EDR Contact: NIA Date of Next Scheduled EDR Contact: NIA The listing Includes locations of Formerly Used Defense Siles properties where the US Army Corps of Engineers Is actively working or will take necessary cleanup actions. Date of Government Version: 10/01/03 Database Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System Source: EPA Telephone: 202·564·4104 Date of Last EDR Contact: 04/26/04 Date of Next Scheduled EDR Contact: 07/05/04 RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions Issued under RCRA pertaining to major violators and Includes administrative and civil actions brought by the EPA. For administration actions after September 30,1995, data entry In the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS becausa a decrease in agency resources made it Impossible to continue to update the Information contained In the database. Date of Government Version: 04/17/95 Database Release Frequency: No Update Planned TRIS: Toxic Chemical Release Inventory System Source: EPA Telephone: 202·566·0250 Date of Last EDR Contact: 03/08/04 Date of Next Scheduled EDR Contact: 06/07/04 Toxic Release Inventory System. TRIS Identifies facilities which release toxic chemicals to the air, water and land In reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/01 Database Release Frequency: Annually TSCA: Toxic Substances Control Act Source: EPA Telephone: 202·260·5521 Date of Last EDR Contact: 03/23/04 Date of Next Scheduled EDR Contact: 06/21/04 Toxic Substances Control Act. TSCA Identifies manufacturers and Importers of chemical substances Included on the TSCA Chemical Substance Inventory list. It Includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/02 Database Release Frequency: Every 4 Years Date of Last EDR Contact: 03/05/04 Date of Next Scheduled EDR Contact: 06/07/04 FTTS INSP: FIFRAI TSCA Tracking System· FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) Source: EPA Telephone: 202·564·2501 Date of Government Version: 04/13/04 Database Release Frequency: Quarterly SSTS: Section 7 Tracking Systems Source: EPA Telephone: 202·564·5006 Date of Last EDR Contact: 03/22/04 Date of Next Scheduled EDR Contact: 06/21/04 Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticlde·produclng establishments to submit a report to the Environmental Protection Agency by March 1 st each year. Each establishment must report the types and amounts of pesticides, active Ingredients and devices being produced, and those having been produced and sold or distributed In the past year. Date of Government Version: 12/31/01 Date of Last EDR Contact: 04/19/04 Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 07/19/04 TC1218607.2s Page GR·5 I I I I I I I I I I I I I I I I I I I FTTS: FIFRN TSCA Tracking System -FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)rrSCA (Toxic Substances Control Act) Source: EPNOffice of Prevention, Pesticides and Toxic Substances Telephone: 202-564-2501 FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Rlght-to-Know Act). To maintain currency, EDR contacts the Agency on e quarterly basis. Date of Government Version: 04/13/04 Database Release Frequency: Quarterly STATE OF WASHINGTON ASTM STANDARD RECORDS CSCSL: Confirmed & Suspected Contaminated Sites List Source: Department of Ecology Telephone: 360-407-7200 Date of Last EDR Contact: 03/22104 Date of Next Scheduled EDR Contact: 06/21/04 State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites mayor may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with siles where cleanup will be paid for by potentially responsible parties. Available Information varies by stete. Date of Government Version: 01/14/04 Dale Made Active al EDR: 03/02104 Dalabase Release Frequency: Semi-Annually HSL: Hazardous Sites List Source: Department of Ecology Telephone: 360-407-7200 Date of Data Arrival at EDR: 02/17/04 Elapsed ASTM days: 14 Date of Last EDR Contact: 02/17104 The Hazardous Sites List Is a subset of the CSCSL Report. It Includes sites which have been assessed and ranked using the Washington Ranking Method (WARM). Date of Government Version: 04/25/04 Date Made Active at EDR: 04/29/04 Database Release Frequency: Semi-Annually SWF/LF: Solid Waste Facility Database Source: Department of Ecology Telephone: 360-407-6132 Date of Data Arrival at EDR: 04/16/04 Elapsed ASTM days: 13 Date of Last EDR Contact: 03/09/04 Solid Waste FacilltleslLandfili Sites. SWFILF type records typically contain an Inventory of solid waste disposal facilities or landfills In a particular state. Depending on the state, these may be active or Inactive facilities or open dumps that failed to meet RCRA Subtitle 0 Section 4004 criteria for solid waste landfills or disposal sites. . Date of Government Version: 10101/03 Date Made Active at EDR: 12110103 Database Release Frequency: Annually LUST: Leaking Underground Storage Tanks Site List Source: Department of Ecology Telephone: 360-407-7200 Date of Data Arrival at EDR: 11/05/03 Elapsed ASTM days: 35 Date of Last EDR Contact: 04/06/04 Leaking Underground Storage Tank Incident Reports. LUST records contain an Inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the Information stored varies by state. Date of Government Version: 04/07/04 Date of Data Arrival at EDR: 04/19/04 Date Made Active at EDR: 05/19/04 Elapsed ASTM days: 30 Database Release Frequency: Quarterly Date of Last EDR Contact: 01/15/04 UST: Underground Storage Tank Database Source: Department of Ecology Telephone: 360-407-7170 Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Reseurce Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by slate program. TC1218607.2s Page GR-6 I I I I I I I I I I I I I I I I I I I Date of Government Version: 04107104 Date Made Active at EDR: 05113104 Database Release Frequency: Quarterly VCP: Voluntary Cleanup Program Sites Source: Department of Ecology Telephone: 360-407-7200 Date of Data Arrival at EDR: 04119104 Elapsed ASTM days: 24 Date of Last EDR Contect: 01115104 Sites that have entered either the Voluntary Cleanup Program or Its predecessor Independent Remedial Action Program. Date of Government Version: 05118104 Date of Data Arrival at EDR: 05/18/04 Date Made Active at EDR: 06118104 Elapsed ASTM days: 31 Database Release Frequency: Varies Date of Last EDR Contact: 05/17/04 INDIAN UST: Underground Storage Tanks on Indian Land Source: EPA Ragion 10 Telephone: 206-553-2857 Date of Government Version: 03111/04 Date Made Active at EDR: 03125104 Database Release Frequency: Varies INDIAN LUST: Leaking Underground Storage Tanks on Indian Land Source: EPA Region 10 Telephone: 206-553-2857 LUSTs on Indian land In Alaska, Idaho, Oregon and Washington. Date of Government Version: 03111/04 Date Made Active at EDR: 03125104 Database Release Frequency: Varies STATE OF WASHINGTON ASTM SUPPLEMENTAL RECORDS CSCSL NFA: Confirmed & Contaminated Sites -No Further Action Source: Department of Ecology Telephone: 360-407-7170 Date of Data Arrival at EDR: 03/12/04 Elapsed ASTM days: 13 Date of Last EDR Contact: 02123104 Date of Data Arrival at EDR: 03112/04 Elapsed ASTM days: 13 Date of Last EDR Contact: 01/27104 The data set contains Information about sites previously on the Confirmed and Suspected Contaminated Sites list that have received a No Further Action (NFA) determination. Because It Is necessary to maintain historical records of sites that have been Investigated and cleaned up, sites are not deleted from the database when cleanup activities are completed. Instead, a No Further Action code Is entered based upon the type of NFA determination the site received. Date of Government Version: 01/14104 Database Release Frequency: Semi-Annually ICR: Independent Cleanup Reports Source: Department of Ecology Telephone: 360-407-7200 Date of Last EDR Contact: 02117104 Date of Next Scheduled EDR Contact: 05117/04 These are remedial action reports Ecology has received from either the owner or operator of the sites. These actions have been conducted without department oversight or approval and are not under an order or decree. Date of Government Version: 12/01102 Date of Last EDR Contact: 02118104 Databaso Ralease Frequency: Quarterly Date of Next Scheduled EDR Contact: 05/17104 SPILLS: Reportad Spills Source: Department of Ecology Telephone: 360-407-7450 Spills reported to the Spill Prevention, Preparedness and Response Division. Date of Government Version: 04/06/04 Database Release Frequency: Semi-Annually Date of Last EDR Contact: 04/05104 Date of Next Scheduled EDR Contact: 07105/04 TC1218607.2s Page GR-7 I I I I I I I I I I I I I I I I I I I AST: Aboveground Storage Tank Locations Source: Department of Ecology Telephone: 360-407-7562 A tlsting of aboveground slorage tank locations regulated by Ihe Department of Ecology's Spill Prevention, Preparedness and Response Program. Date of Government Version: 03/05/04 Database Release Frequency: Varies COL: Clandestine Drug Lab Contaminated Sile List Source: Department of Health Telephone: 360-236-3380 Date of Last EDR Contact: 03/02104 Date of Next ScheduledEDR Contact: 05/31/04 Illegal methamphetamine labs use hazardous chemicals that create public health hazards. Chemicals and residues can cause burns, respiratory and neurological damage, and daath. Biological hazards associated with intravenous needles, feces, and blood also pose heallh risks. Date of Government Version: 02/27/04 Database Release Frequency: Varies EMI: Washington Emissions Data System Source: Department of Ecology Telephone: 360-407-6040 Date of Government Version: 12/31/01 Databasa Ralease Frequency: Annually LOCAL RECORDS KING COUNTY: Abandoned Landfill Study In King County Sou rca: Seattle-King County Department of Public Health Telephone: 206-296-4785 Date of Last EDR Contact: 03/08/04 Date of Next Scheduled EDR Contact: 06/07/04 Date of Last EDR Contact: 04/19/04 Date of Next Scheduled EDR Contact: 07/19/04 Tha King County Abandoned Landfill Survey was conducted from October through Dacember 1984 by the Heallh Department's Environmental Health Division at the request of Ihe King County Council. The primary objective of the survey was to determine If any public heallh problems exlsled at the predetermined 24 siles. Dale of Government Version: 04/30/85 Database Release Frequency: No Update Planned SEATTLE COUNTY: Abandoned Landfill Study In the City of Seattle Source: Seattle -King County Department of Public Health Telephone: 206-296-4785 Date of Last EDR Contact: 10/21/94 Date of Next Scheduled EDR Contact: NIA The Seattle Abandoned Landfill Survey was conducted In June and July of 1984 by the Health Department's Environmental Heallh Division at tha request of the Mayor's Office. The primary objective of the survey was to determine if any public health problems existed at the predetermined 12 sites. Date of Government Version: 07/30/84 Database Release Frequency: No Update Planned SEATTLE/KING COUNTY: Seattle. King County Abandoned Landfill Toxicity 1 Hazard Assessment Project Source: Department or Public Heallh Telephone: 206-296-4785 Date of Last EDR Contact: 10/21/94 Date of Next Scheduled EDR Contact: NIA This report presents the Seatlle-Klng County Health Department's follow-up Investigation of two city owned and four county owned abandoned landfills which was conducted from February to December 1986. TC1218607.2s Page GR-8 I I I I I I I I I I I I I I I I I I I Date of Government Version: 12/31/86 Database Release Frequency: No Update Planned SNOHOMISH COUNTY: Solid Waste Sites of Record at Snohomish Health District Sou rca: Snohomish Haalth District Telephone: 206-339-5250 Date of Government Version: 01/12/04 Database Ralease Frequency: Semi-Annually TACOMA/PtERCE COUNTY: Closed Landfill Survey Source: Tacoma-Pierce County Health Department Telephone: 206-591-6500 Date of Last EDR Contact: 06/14/95 Date of Next Scheduled EDR Contact: NIA Date of Last EDR Contact: 04/19/04 Date of Next Scheduled EDR Contact: 07/19/04 Following numerous requests for Information about closed dumpsiles and landtllis In Pierce County, the Tacoma-Pierce County Health Department decided to conduct a study on the matter. The aim of the study was to evaluate public health risks associated with the closed dumpsites and landfills, and to determine the need, if any, for further investigations of a more detailed nature. The sites represent all of the known dumpsites and landfills closed atter 1950. Date of Government Version: 09/01/02 Date of Last EDR Contact: 03/19/03 Database Retease Frequency: No Update Planned Date of Next Scheduled EDR Contact: NIA EDR PROPRIETARY HISTORICAL DATABASES Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites Is provided exclusively to EDR by Real Property Scan, Inc. ©Copyright1993 Real Property Scan, Inc. For a technical description of the types of hazards which may be found at such sites, contact your EDR customer service representative. Disclaimer Provided by Real Property Scan, Inc, The Information contained In this report has predomlnantiy been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to Insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report. Any liability on the pert of Real Property Scan Is strictly limited to a refund of the amount paid. No claim Is made for the actual existence of toxins at any site. This report does not constitute a legal opinion. BROWNFIELDS DATABASES VCP: Voluntary Cleanup Program Sites Source: Department of Ecology Telephone: 360-407-7200 Sites that have entered either the Voluntary Cleanup Program or Its predecessor Independent Remedlat Action Program. Date of Government Version: 05/16/04 Date of Last EDR Contact: 05/17/04 Database Release Frequency: Varies Date of Next Scheduted EDR Contact: 06/16/04 US BROWN FIELDS: A Listing of Brownfields Sites Source: Environmental Protection Agency Telephone: 202-566-2777 Included In the listing are brownflelds properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Brownflelds Assessments. Targeted Brownflelds Assessments-EPA's Targeted Browntields Assessments (TBA) program Is designed to help states, tribes, and munlclpalltles--especlally those wllhout EPA Brownfields Assessment Demonstration Pllots--mlnlmlze the uncertainties of contamination often associated with brownfields. Under the TBA program, EPA provides funding andlor technical assistance for environmental assessments at brownfields siles throughout the country. Targeted Brownfields Assessmenls supplement and work with other efforts under EPA's Browntlelds Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement Recipients-States, political subdivisions, territories, and Indian tribes become BCRLF cooperative agreement recipients when they enter Into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownfields-related cleanup activities. TC1218607.2s Page GR-9 I I I I I I I I I I I I I I I I I I I Date of Government Version: N/A Date of Last EDR Contact: N/A Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: N/A INST CONTROL: Institutional Control Site List Source: Department of Ecology Telephone: 360-407-7170 Sites that have Institutional controls. Date of Government Version: 03111/04 Database Release Frequency: Varies Date of Lest EDR Contact: 03/09/04 Date of Next Scheduled EDR Contact: 06/07/04 OTHER DATABASE(§) Dapendlng on the geographic area covered by this report, the data provided In these specialty databases mayor may not be complete. For example, the existence of wetlands Information data in a specific report does not mean that all wetlands In the area covered by the report are Included. Moreover, the absence of any reported wetlands Information does not necessarily maan that wetlands do not exist In the area covered by the report. Oil/Gas Pipelines: This data was obtained by EDR from the USGS In 1994. It Is referred to by USGS as GeoData Digital Line Graphs from 1:1 OO,OOO-Scale Maps. It was extracted from the transportation category Including some oil, but primarily gas pipelines. Electric Power Transmission Line Data Source: PennWell Corporation Telephone: (600) 623-6277 This map includes information copyrighted by Penn Well Corporation. This Information Is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant Its fitness for any particular purpose. Such Information has been reprinted with Ihe permission of PennWeli. Sensitive Receptors: There are Individuals deemed sensitive receptors due to their fragile Immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, Ihe sick, and children. While the location of all sen sHive receptors cannot be determined,' EDR Indicates those buildings and facilities -schools, daycares, hospitals, medical centers, and nursing homes -where Individuals who are sensitive receplors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-260-5991 The dalabase Includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Conters: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-766-3000 A listing of hospitals with Medicare provider number, produced by Cenlers of Medicare & Medicaid Services, a federal agency within Ihe U.S. Dapartmenl of Health and Human Services. Nursing Homos Source: National Institutes of Health Telephone: 301-594-6246 Information on Medicare and Medicaid certified nursing homes In Ihe United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on elementary and secondary public education In the United States. It Is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on private school locations In the United States. Daycare Centors: Daycare Centor Listing Source: Department of Social & Health Services Telephone: 253-363-1735 TC1216607.2s Page GR-10 I I I I I I I I I I I I I I I I I I I Flood Zone Data: This data, available In select counties across the country, was obtained by EDR In 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 1 DO-year and SOD-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available In select counties across the country, was obtained by EDR In 2002 from the U.S. Fish and Wildlife Service. STREET AND ADDRESS INFORMATION © 2003 Geographic Data Technology, Inc., ReJ. 07/2003. This product contains proprietary and confidential property of Geographic Data Technology, Inc. Unauthorized use, Including copying for other than testing and standard backup procedures, of this product Is expressly prohibited. TC1218607.2s Page GR-11 I I I I I I I I I I I I I I I I I I I TARGET PROPERTY ADDRESS RAMIEREZ PROPERTY 3404 MAPLE VALLEY HWY RENTON, WA 98058 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: 47.474998 -47' 28' 30.0" 122.173302 -122' 10' 23.9" Zone 10 562292.9 5258064.0 61 ft. above sea level EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3. Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital Elevation Model) be reviewed. it also requires that one or more additional physical setting sources be sought when (1) conditions have been Identified in which hazardous substances or petroleum products are likely to migrate to or from the property, and (2) more Information than is provided in the current USGS 7.5 Minute Topographic Map (or equivalent) Is generally obtained, pursuant to local good commercial or customary practice, to assess the Impact of migration of recognized environmental conditions in connection with the property. Such additional physical setting sources generally include Information about the topographic, hydrologic, hydrogeologic, and geologic characteristics of a site, and wells In the area. Assessment of the impact of contaminant migration generally has two prinCiple Investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be Impacted by surface topography, hydrology, hydrogeology, characteristics of the soli, and nearby wells. Groundwater flow velocity Is generally Impacted by the nature of the geologic strata. EDR's GeoCheck Physical Setting Source Addendum Is provided to assist the environmental professional In forming an opinion about the Impact of potential contaminant migration. TC1218607.2s Page A-l I I I I I I I I I I I I I I I I I I I GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site Is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, It may be necessary to rely on other sources of Information, such as surface topographic Information, hydrologic Information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradlent sites might be impacted. TARGET PROPERTY TOPOGRAPHY USGS Topographic Map: General Topographic Gradient: Source: 47122-02 RENTON, WA General SW USGS 7.5 min quad Index SURROUNDING TOPOGRAPHY: ELEVATION PROFILES North TP .. South ~ ~ ~ ~ ~ m ~ . _. _. -. _. _. -:--:. -::-:.-:-"":".'":--....:...-=---=:...-;;:........:;.-.-~. _. -. -' -. -' _. _. _. _. West Target Property Elevation: 61 ft. TP o 1/2 East 1 Miles liiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil!~~~ Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC121B607.2s Page A-2 I I I I I I I I I I I I I I I I I I I HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional In forming an opinion about the impact of nearby contaminated properties or, shouid contamination exist on the target property, what downgradlent sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Target Property County KING, WA Flood Plain Panel at Target Property: Additional Panels in search area: NATIONAL WETLAND INVENTORY NWI Quad at Target Property RENTON HYDROGEOLOGIC INFORMATION FEMA Flood Electronic Data YES -refer to the Overview Map and Detail Map 53033C0981F 53033C0982F 53033C0977F 53033C0984F 53033C0983F 53033C0979F NWI Electronic Data Coverage YES -refer to the Overview Map and Detail Map Hydrogeologic Information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the Impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be Impacted. Site-Specific HydrogeologIcal Data": Search RadiUS: 1.25 miles Location Relative to TP: 1/2 -1 Mile NNW Site Name: KING CO SOLID WASTE DIV RENTON TRANS STA Site EPA ID Number: WAD980639314 Groundwater Flow Direction: NOT AVAILABLE Inferred Depth to Water: 18 feet Hydraulic Connection: The uppermost aquifer Is located In a glacial drift composed of sand Sole Source Aquifer: Data Quality: AQUIFLOW® Search Radius: 1.000 Mlle. and gravel. No information about a sole source aquifer Is available Information Is Inferred In the CERCLIS Investigation report(s) EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. MAP 10 LOCATION FROMTP GENERAL DIRECTION GROUNDWATER FLOW • Cl1:n~~I;(:I~On~~ Ilfn~~~~!~IR~a~:~~oc~~~~;!~;nl~~:~~~llil~Cj;,Po~~!W~~s~~'::!'(~tRC~:~rr':::::!r~'. AU of the Information Dnd opinions proaonll)d oro tholo 0' tho clled EPA roport(a), wnir)' wero complotod undor TC1218607.2s Page A·3 I I I I I I I I I I I I I I I I I I I MAPID 12 LOCATION FROMTP 112 - 1 Mile NNE GENERAL DIRECTION GROUNDWATER FLOW Nol Reported For additional site Information, rafer 10 Physical Setting Source Mep Findings. TC1218607.2s Page A-4 I I I I I I I I I I I I I I I I I I I GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualifled environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geoiogic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil Information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic Information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Volcanic Rocks System: Tertiary Series: Lower Tertiary andesite Code: ITa (decoded ebove as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1 :2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Belkman Map, USGS Digital Dala Series DDS -11 (1994). DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soli Conservation Service (SCS) leads the Nationai Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. The following information is based on Soil Conservation Service STATSGO data. Soil Component Name: Soil Surface Texture: Hydrologic Group: Soli Drainage Class: ALDERWOOD gravelly -sandy loam Class C -Slow infiitration rates. Solis with layers impeding downward movement of water, or salls with moderately fine or fine textures. Moderately well drained. Soils have a layer of low hydraulic conductivity, wet state high in the profile. Depth to water table is 3 to 6 feet. Hydric Status: Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: MODERATE Depth to Bedrock Min: > 60 inches Depth to Bedrock Max: > 60 inches TC 121 6607.25 Page A·5 I I I I I I I I I I I I I I I I I I I Soli Layer Information Boundary Classification Layer Upper Lower Soli Texture Class MSHTO Group Unified Soli Permeablll~) Soli Reaction Rate (In/hr) 1 o Inches 7 Inches gravelly -Granular COARSE-GRAINED Max: 6.00 sandy loam materials (35 SOILS, Gravels, Min: 2.00 pct. or less Gravels with passing No. fines, Silty 200), Silty, or Gravel Clayey Gravel and Sand. 2 7 Inches 35 Inches very gravelly -Granular COARSE-GRAINED, Max: 6.00 loam materials (35 SOILS, Gravels, Min: 2.00 pct. or less Gravels with passing No. fines, Silty 200), Stone Gravel Fragmenls, Gravel and Sand. 3 35 Inches 39 Inches cemented Not reported Not reported Max: 0.00 Min: 0.00 OTHER SOIL TYPES IN AREA Based on Soil Conservation Service STATSGO data, the following additional subordlnant soillypes may appear within the general area of target property. Soil Surface Textures: slit loam very gravelly -sandy loam Surficial Soli Types: slit loam very gravelly -sandy loam Shallow Soli Types: silt loam Deeper Soil Types: very gravelly -coarse sand stratified very gravelly -sand very gravelly -loamy sand ADDITIONAL ENVIRONMENTAL RECORD SOURCES (pH) Max: Min: Max: Min: Max: Min: According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental records may be checked, In the discretion of the environmental professional, to enhance and supplement federal and state sources ... Factors to consider In determining which local or addilional state records, If any, should be checked Include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently useful, accurate, and complete In light of the objective of the records review (see 7.1.1), and (3) whether they are obtained, pursuant to local, good commercial or customary practice." One of the record sources listed In Section 7.2.2 is water well Information. Water well information can be used to assist the environmental professional In assessing sources that may Impact groundwater flow direction, and In forming an opinion about the impact of contaminant migration on nearby drinking water wells. TC1218607.2s Page A-6 6.50 5.10 6.50 5.10 0.00 0.00 I I I I I I I I I I I I I I I I I I I WELL SEARCH DISTANCE INFORMATION DATABASE Federal USGS Federal FRDS PWS State Databese SEARCH DISTANCE (miles) 1.000 Nearest PWS within 1 mile 1.000 FEDERAL USGS WELL INFORMATION MAP ID WELL ID 4 USGS10B4753 B5 USGS10B47B1 BB USGS10B473B B9 USGS10B4735 10 USGS10B4961 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION MAP ID WELL ID No PWS System Found Note: PWS System localion Is not always the same as weillocalion. STATE DATABASE WELL INFORMATION MAP ID A1 A2 A3 B6 B7 11 WELL ID WAGRP0000001526 WAGRP0000001524 WAGRP0000001525 WAGRP0000003965 WAGRP0000003966 WAGRP0000001264 LOCATION FROMTP 114 -112 Mile SE 112 -1 Mile SE 112 - 1 Mile SE 112 -1 Mile SE 112 - 1 Mile North LOCATION FROMTP LOCATtON FROMTP 114 -112 Mile ESE 114 -112 Mile ESE 114 -112 Mile ESE 112 - 1 Mile SE 1/2 - 1 Mile SE 1/2 -1 Mile SE TC121B607.2s Page A-7 I PHYSICAL SETTING SOURCE MAP -1218607.28 I I 11--t-t-I-r-1~1 I I I I I I I I I~ ... V County Boundary Major Roads Contour LInes Airports Groundwater Flow Direction 1111S1 I~ Earthquake epicenter, Richter 6 or greater Water Wells .~: Indeterminate Groundwater Flow at Location @,' Groundwater Flow Varies at Location <HID Closest Hydrogeological Data ® Public Water Supply Wells Cluster of Multiple Icons I TARGET PROPERTY: Ramierez Property CUSTOMER: ADDRESS: 3404 Maple Valley Hwy CONTACT: CITY/STATE/ZIP: Renton WA 98058 INQUIRY #: Associated Earth Sciences Inc. Scol1 Kindred 1218607.25 June 23,2004 8:10 pm I LAT/LONG: 47.4750/122.1733 DATE: L---------------------------------------------~--~~~P~~~lgh~IC~2~OO~4E~D~R.~lnc~.¢~2~OO~3"'GD~T.~ln~o.n.R'·I.~07~no~o3·.~AII"'AI~oh~bRn.'~ .. N~'~d.----------~ I I I Map 10 Direction I Distance Elevation A1 ESE 114 ·112 Mile I Higher Source Name: Township: aTR Section: I Source Use: SPY: PWSID: Key ID: I A2 ESE I 114 ·112 Milo Higher Source Name: Township: I aTR Seclion: Source Use: SPY: PWSID: I Key ID: I A3 ESE 114 ·112 Mile Higher I I I I I I I I WELLS #11 & 17 23 NENE P 784459 71850 7185013 WELL #11 (PW-11) 23 NENE P 784459 71850 7185011 Range: Secllon: Source Type: SPX: PWS Neme: Source: Range: Section: Source Type: SPX: PWS Name: Source: Database EDR 10 Number WA WELLS WAGRP0000001526 05E 21 WF 1588060 RENTON, CITY OF 13 WA WELLS WAGRP0000001524 05E 21 WW 1588060 RENTON, CITY OF 11 WA WELLS WAGRP0000001525 TC1218607.2s Page A-9 I I I I I I I I I I I I I I I I I I I Source Name: Township: aTR Section: Source Use: SPY: PWSID: Key 10: 4 SE 1/4 ·1/2 Milo Hlghor Agency: Site Name: Dec. Latitude: Dec. Longitude: Coord Sys: State: County: Altitude: Hydrologic code: Topographic: Site Type: Const Date: Well Type: Primary Aquifer: Aquifer type: Well depth: Hole depth: Project no: WELL #17 (PW-17) 23 NENE P 764459 71850 7165012 USGS 23N/05E-21A01 47.47093 -122.1654 NAD63 WA King County 65 17110012 Not Reported Ground-water other than Spring Range: Section: Source Type: SPX: PWS Name: Source: Site 10: 19010101 Inven Date: Single well, other than collector or Ranney type Not Reported Not Reported 30 Not Reported Not Reported Source: Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel B5 SE 1962-07-23 9.64 1/2 ·1 Milo Lowor Agency: Site Name: Dec. Lalilude: Dec. Longitude: Coord Sys: State: County: Altitude: Hydrologic code: Topographic: Site Type: Const Date: Well Type: USGS Site 10: 23N/05E-22E03 47.46671 -122.16151 NAD63 WA King County 9999.99 17110012 Not Reported Ground-water other than Spring Not Reported Inven Date: Single well, other than collector or Ranney type o5E 21 WW 1566060 RENTON, CITY OF 12 FED USGS USGS1084753 472616122095101 Not Reported driller FED USGS USGS1084781 472606122093721 Not Reported TC1218607.2s Page A-10 I I I I I I I I I I I I I I I I I I I Primary Aquifer: Aquifer type: Well depth: Hole depth: Project no: Not Reported Not Reported 60 Not Reported Not Reported Source: Ground-water levels, Number of Measurements: 0 B6 SE 1/2 -1 Mile Higher Source Name: Township: OTR Section: Source Use: SPY: PWSID: Key 10: B7 SE 1/2 -1 Mile Higher Source Name: Township: OTR Section: Source Use: SPY: PWSID: Key 10: BB SE 1/2 -1 Mile Higher Agency: Site Name: Dec. Latitude: Dec. Longitude: Coord Sys: State: County: Altitude: Hydrologic code: Topographic: Site Type: Const Date: Well Type: Primary Aquifer: Aquifer type: Well depth: Hole depth: Project no: WELL #2 23 SWNW P 783098 51400 5140002 WELL #1 23 SWNW P 783098 51400 5140001 USGS 23N/05E-22E02 47.46899 -122.1604 NAD83 WA King County 50 17110012 Not Reported Ground-water other than Spring Range: Section: Source Type: SPX: PWS Name: Source: Range: Section: Source Type: SPX: PWS Name: Source: Site 10: 19570101 Inven Date: Single well, other than collector or Ranney type Not Reported Not Reported 22 22 Source: Not Reported driller WAWELLS 05E 22 WW 1589350 WAGRP0000003965 MAPLEWOOD ADDITION WATER COOP 02 WAWELLS 05E 22 WW 1589350 WAGRP0000003966 MAPLEWOOD ADDITION WATER COOP 01 FED USGS USGS10B473B 472807122094201 Not Reported reporting agency (generally USGS) TC1218607.2s Page A-11 I I I I I I I I I I I I I I I I I I I Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel B9 SE 1962-07-20 16.9 1/2·1 Mile Higher Agency: Site Name: Dec. Latitude: Dec. Longitude: Coord Sys: State: County: Altitude: Hydrologic code: Topographic: Site Type: Const Date: Well Type: Primary Aquifer: Aquifer type: Well depth: Hole depth: Project no: USGS 23N/05E-22E01 47.46671 -122.16066 NAD63 WA King County 50 17110012 Not Reported Ground-water other than Spring Site 10: 19490101 Inven Date: Single well, other than collector or Ranney type Not Reported Not Reported 51 51 Source: Not Reported Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surfece Sealevel 1962-07·20 10.7 Note: The site was being pumped. 10 North 1/2·1 Mile Higher Agency: Site Name: Dec. Latitude: Dec. Longitude: Coord Sys: State: County: Altitude: Hydrologic code: Topographic: Site Type: Const Dete: Well Type: Primary Aquifer: Aquifer type: Well depth: Hole depth: Project no: USGS Site 10: 23N/05E·16B01 47.46649 -122.17123 NAD63 WA King County 326 17110012 Not Reported Ground·water other than Spring 19200101 Inven Date: Single well, other than collector or Ranney type . Not Reported Not Reported 113 Not Reported Not Reported Source: FED USGS USGS1084735 472606122094101 Not Reported driller FED USGS USGS1084961 472912122101201 Not Reported driller TC1216607.2s Page A-12 I I I I I I I I I I I I I I I I I I I Ground-water levels. Number of Measurements: 1 Feet below Feet to Date Surface Sealevel 1962-07-29 56.6 11 SE 1/2·1 Mile Hlghor Source Name: WELLS # 1.2 23 Township: aTR Section: Source Use: SPY: PWSID: KeylD: 12 NNE 1/2 ·1 Mile Higher Site ID: SWNW P 761600 51400 5140003 Groundwater Flow: Shallowest Water Table Depth: Deepest Water Table Depth: Average Water Table Depth: Date: 1662 Not Reported Not Reported Not Reported 14.5 Not Reported Range: Section: Source Type: SPX: PWS Name: Source: WAWELLS 05E 22 WF 1569300 WAGRP0000001264 MAPLEWOOD ADDITION WATER COOP 03 AQUIFLOW 61030 TC1216607.2s Page A-13 I I I I I I I I I I I I I I I I I I I AREA RADON INFORMATION Federel EPA Radon Zone for KING County: 3 Nole: Zone 1 Indoor average level> 4 pCI/L. : Zone 2 Indoor averaga level >= 2 pCl/L and <= 4 pCI/L. : Zone 3 Indoor average level < 2 pCI/L. Federal Area Radon Information for Zip Code: 98058 Number of slles tested: 5 Area Living Area - 1 st Floor Living Area -2nd Floor Basement Average Activity 0.140 pCI/L Not Reported -0.100 pC ilL % <4 pCl/L 100% Not Reported 100% % 4-20 pCl/L 0% Not Reported 0% % >20 pCi/L 0% Not Reported 0% TC1218607.2s Page A-14 I I I I I I I I I I I I I I I I I I I TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model (OEM) Source: United States Geologic Survey EDR acquired the USGS 7.5' Digital Elevation Model In 2002. 7.5-Mlnute DEMs correspond to the USGS 1 :24,000-and 1 :25,000-scale topographic quadrangle maps. HYDROLOGIC INFORMATION Flood Zone Data: This data, available In select counties across the country, was obtained by EDR In 1999 from tha Federal Emergency Management Agency (FEMA). Data depicts 100-year and SOD-year flood zones as deflned by FEMA. NWI: National Wetiands Inventory. This data, available In select counties across the country, was obtained by EDR in 2002 from the U.S. Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION AQUIFLOwR Information System Source: EDR proprietary database of groundwater flow Information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologlcally determined groundwater flow direction and depth to water table Information. GEOLOGtC tNFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawlec, Geology of the Conterminous U.S. at 1 :2,500,000 Scale -A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS -11 (1994). STATSGO: Stata Soli Geographic Database Source: Department of Agriculture, Natural Resources Conservation Servlcas The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soli Survey (NCSS) and Is responsible for collecting, storing, maintaining and distributing soli survey information for privately owned lands In the United States. A soli map In a soli survey Is a representation of soli patterns In a landscape. Soli maps for STATSGO are complied by generalizing more detailed (SSURGO) soli survey maps. ADDITIONAL ENVIRONMENTAL RECORD SOURCES FEDERAL WATER WELLS PWS: Public Water Systems Source: EPNOffice of Drinking Water Telephone: 202-564-3750 Public Waler System data from Ihe Federal Reporting Data Syslem. A PWS Is any water syslem which provides waler to at least 25 people for at leasl 60 days annually. PWSs provlda water from wells, rivers and other sources. PWS ENF: Public Waler Systems Violation and Enforcement Data Source: EPNOfflce of Drinking Water Telephone: 202-564-3750 Violation and Enforcemenl data for Public Water Systems from Ihe Safe Drinking Water Information System (SDWIS) after August 1995. Prior 10 August 1995, the data came from Ihe Federal Reporting Dala System (FRDS). USGS Water Wells: USGS National Water Invanlory System (NWIS) This database contains descriptive Information on sites where the USGS collects or has collacted data on surface water and/or groundwater. The groundwatar dala Includes Information on wells, springs, and olher sources of groundwater. TC1218607.2s Page A-15 I I I I I I I I I I I I I I I I I I I STATE RECORDS Water Wells Source: Department of Transportation Telephone: 360·705·7444 Group A well location points In Washington State. Kltsap County Water Wells In Washington Source: Public Utility District No.1 of Kltsap County Telephone: 206·779·7656 RADON Area Radon Informatton Source: USGS Telephone: 703·356·4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (US EPA) and Is a compilation of the EPNState Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1966·1992. Where necessary data h'as been supplemented by Information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703·356·4020 Sections 307 & 309 of IRAA directed EPA to list and Identify areas of U.S. with the potential for elevated Indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457·6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration TC1218607.2s Page A·16 I I I I I I I I I I I I I I I I I I I APPENDIXB Plume Maps for the Olympic Pipe Line Gasoline Release - : I I I, I' ------ --------....... ---............ ----, " EXPLANA TlON -7 Monitor Well Location and Number _ - - B Bse 01 Valley Slope VRS-l-y /' Vapor Recovery System Location and Number RW-l--o III Fuel Recovery Wall Location and Number Area with Soli Contamlnat/on b~ Fuel PrJlducts, and Fuel Vapors' ~ Area with Fuel Vapors Beyund Limits ~::-::-:~ 01 Fuel Conlamlnatlon "?:' i "ijMfd ..,.---\\;.' -" " -- "" " '- -- --- --------- ~ N o 200 ~oo 1 ! SCALF. I N FE ET Ceder ----------........ , if~ Geo&lglneers ~" Incorporated PLUME MAP (1987) FIGURE 2 - -- --- -.. -- '" '" "-.., o "-N o ~ 0 ..: N 0 0 ". '" II) 0 .,,- N 0 0 ._+--.-I .: ----.1 . ! .r--+--... .. : : MW-SO. C . ! D5/14/OA <lUOO <O.lI'! :-_... ! ~24/O& <0.511) <O.!!5QO : • .' 7/2'/0& <0.511) <lUl$O!) <j/F'~::= ::: .! '-, 0",,/081 <lUOO <O.llSOO '", ,"" ~ - -··i..'------_i.~rt;}:·::t:s/J):·:··· "-....... ) ...... :-:-... ,. I, B G MONITORING AIR SPARGING WELl VAPOR EXTRACTION WELl BENZENE (ug/I ) BY EPA METHOD B021B GASOUNE-RANGE HYDROCARBONS (my/I) BY ECOLOGY METHOD WTPH-G ~ 1 0 DIESEL-RANGE HYDROCARBONS (my/I) BY ECOLOGY METHOD WTPH-D DO ID ~ I (uy/I) (my/I) NO 0 Note: The ...J .., MICROGRAMS PER UTER MIU.IGRAMS PER UTER NONE DETECTED ~ locations of all features shown are approximate • <2.SO <'0.0 'D.O <B.110 <O.5OD U ...J 0 Reference: Drawing entitled "Improvement Plan of Maele .. ood Div. No. U" by City of Renton. undated. and "Cedar River Recovery Area Plot Plan by Olympic Pipe Une Company. 10/16/86. 3.aO 3.7. 4.18 2. .. 2.<5 - --- ,?o<'*- ,.rP> ~e ~oq , , , 0 <O.5DD <O.D$OO «1.250 <0.500 <ll.DSOO <0.2S0 <D.SOD <OJISOI) <O.2S0 <0.500 <D.o5oo <O.2S0 <D.5OD <ll.osoo <0.250 <0.500 <o.osoo <D.2SO 5.17 ......:: ....... ou B 0 0 JJ7 P5/t4/OA <0.500 <o.osoo D.lOJ 1.&3 Ps/24/O" <D.5OD <il.IISOO <O.2SO 8.S7 ~ 7/2'/08 <O.SOD <o.osoo 1 0.473 2." ""/24/0& <0.500 <D.DSOO . <0.500 <Il.05OO <o.soD <D.~ GeoeEngineers --- ci> ~'?~'?"V' io.'<:-'" \Sl Valve Site .2.1 -- 0.511> 2.2!1) <2.DD om53 =, 4.10 0..", I '.62 4.OJ 3.52 D.'" I o.:w 1.ii SCALE IN FEET GROUND WATER DISSOLVED TPH PLUME, OCTOBER 1998 FIGURE 3 .' I I I I I I I I I I I I I I I I I I I APPENDIX C King County Assessor Records I King County: Assessor Property Characteristics Report .®K1ng COUnty __ .., am.- • By law this information may not be used for commercial purposes. Assessor Real Property Records: Parcel Number I Taxpayer RAMIREZ LARRY ----Account Number 512690021500 ~~~._ •• ~." __ ~ ..... _."""''' __ ~ ___ •• _ •• __ '''' •• '' ___ ._'' ____________ • __ •• _ .... ___ ._ ...... ____ • __ 8 __ • 5126900215 I I Tax Year 2005 Levy Code 2100 ......... ' .................. ,,_ .. , , •..• ,. .., .. , _ ... ".~ ..•.•..•• __ ,." ........... "_.. •••. .••.• . ...•. _M', ...... ,_ •••••.••••• _'.M. H._.,_P"" _ ....... _, •. ~." •• , ................. . Tax Status TAXABLE Appraised Land Value Appraised Improvement Value Taxable Value Reason $121,000 Taxable Land Value NONE OR UNKNOWN $121,000 $0 Taxable Improvement Value $0 I -Ta-x~:~:-~M-IRE-Z-LA-R-;-Parcel Number 5126900215 Account Number 512690021500 -.... -~-- I .~:: ::a~~-" ::~-B-L-~-----··--·----~:::~:~~;ue-~~~~on--S~Jo;~-- I I I I I' I I I I I I Appraised Land Value $121,000 Taxable Land Value $121,000 Appraised Improvement $0 Taxable Improvement Value $0 Value Assessor Property Sales Records: Tip: Use the ~.§C01Q~illLQ.ffice: l;x~j3.Q_J.ax..Affldilvjt~ . .R~P_Qr:t to see more sales records details Sale Date 7/1/2000 ISale Price 1$143,480 Seller Name DOBSON WYMAN K Buyer Name ACCORD INCORPORATED Assessor Parcel Records: District Name RENTON Property Name VACANT LAND Property COMMERCIAL Type Plat Name MAPLEWOOD DIV NO. 02 Present Vacant Use (Commercial) Plat Block 6 Water WATER System DISTRICT Plat Lot B Sewer PUBLIC System Lot Area 12,100 SqFt (0.28 acres) Access PUBLIC SectionlTownship/Range SE 16 23 5 Street PAVED Surface Assessor Legal Description Records: I I http://www5.metrokc.gov/reports/property _report,asp?PTN=5126900215 Page 1 of2 7113/2004 I King County: Assessor Property Characteristics Report Account Number 512690021500 I Record Number I Legal Description B 6MAPLEWOOD DIV # 2LESS ST HWY I This report was generated: 7/13/2004 9:39:51 AM I Related on-line reports: r--·--.... _-. . .... ---...... -.. -.. ----...... .-.... -..... .. -._....... . ... _ ........ -.. _ ... _.-._ .. --_ .. _-···-·--····1 I QQJ;_S.~.l'-flrmltARpJI~atlQnB_R.eruu:t --l l~~[~~ggQ~~~~~!irj~t-s=.and~ii~y.~·iQ~·m~i~c;;·~ciii~~~~~.:~_~ ........... -. .... .,. ._._J I [KirJ9 . .c_QJmJ¥_b~~§J~Q!.~ftRfla.Ll'-rQP.e.r1Y.-'3.~QQ.[t (eQElQrmE11J.ru:J~.9J..9J~gt) ---] ~ County Treasury OQerations: ~rnP-MtY. Tax Infrumathm ._J lit~~gi~~i~;:~.~:~~!!~J~~~i:~!:~ij!dayiis·~-~-RQ~=~:~~~::~ ............ ~ .. :---_·_~:.·.:.····:·····:~~··~~~·~.:.·:.=:::.~~=·.:I I r~~?:~~~:r~~9ffl~~;::~:~:~.!:triii.l~:~~~~~~~~~:~~g,.~r]~~t~f_:~.~R:PggJ.~~.=l I I I I I I I I I I .1 I Enter a 10 digit Parcel Number: I I I or Enter an address: i .... By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details, http://www5.metrokc.gov/reports/property _report.asp?PIN=5126900215 Page 2 of2 7113/2004 I King County: Assessor Property Characteristics Report I®Klng County .... _1fI§6tM ",lg.M I By law this Information may not be used for commercial purposes. Assessor Real Property Records: I RAMIREZ LAWRENCE Parcel Number 1623059017 Taxpayer ,----F+RENEE M Account Number 162305901702 ~_~_~~ .... ~ __ .... _~_..-_____ w~_~ __ ~ ______ ....... _._ .. "w.~ ______ . ______ .. _____ ._ .... ___ .. _____ .. _ .... ___ • Tax Year 2004 Levy Code 2100 "M" ..... .., _ ... , "." .. H •••••••• ,_ ••• H .... ".H"_"" ........... , ...... , ..... ,_._ ••• , ................ , ...... ~_H OH_", 0< .. " ,,, ........ _, .............. ,, .. , ..... ,_, ... , 'M ..... ''''''', •• ". H ... " ••• " _,_ ._._ .... _ ., ____ " ..... ~ •• ~ .... _ .......... . I Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN I I I I I I I I I I I I I I Appraised Land Value $138,100 Taxable Land Value $138,100 Appraised Improvement $0 Taxable Improvement Value $0 Value --------------------------------,- Taxpayer RAMIREZ LAWRENCE Parcel Number 1623059017 F+RENEE M Account Number 162305901702 ----_ . . ~~~. Y*:~_.~00~ __ .. _. ___ . _______ ~1~?3~_, ______ .______ 2100 Tax Status TAXABLE Taxable Value Reason Appraised Land Value $138,100 Taxable Land Value NONE OR UNKNOWN $138,100 Appraised Improvement $0 Taxable Improvement Value $0 Value Assessor Property Sales Records: Tip: Use the B.§.co(d~rs Office.;..E....x.c.l6.!LT.ax.AffJday.Jt§_R~p.9J:t to see more sales records details Sale Date 12/21/2000· ISaie Price 1$143,600 Seller Name ACCORD INC Buyer Name RAMIREZ LAWRENCE F+RENEE M Assessor Parcel Records: District Name RENTON Property Name Property COMMERCIAL Type Plat Name Present Vacant Use (Single-family) Plat Block Water WATER System DISTRICT Plat Lot Sewer NONE OR System UNKNOWN Lot Area 13,810 SqFt (0.32 acres) Access PUBLIC Section/Township/Range SE 16 23 5 Street PAVED Surface Assessor Legal Description Records: I I http://www5.metrokc.gov/reports/property _repoli.asp?PIN= 16230590 17 Page I of2 7113/2004 I King County: Assessor Property Characteristics Report I I I Account Number Legal Description Account Number Legal Description 162305901702 1 Record Number 1 01 16230517LOT C OF CITY OF RENTON LOT LINE ADJUSTMENTNO LUA 99-167 LLA 162305901702 Record 02 Number RECORDING NO 200005229000016BEING A PORTION OF DEFENSEPLAT CORP RIW IN GOV LOT 60F SE 1/4 OF SECTION 16-23-05 I This report was generated: 7/13/2004 9:40:37 AM I I I I I I I I I I I I I I Enter a 10 digit Parcel Number: [ or Enter an address: \ .. King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by tarms and conditions of the slle. J.hJul!1!£llrn.. http://www5.metrokc.gov/reports/property _report.asp?PIN=1623059017 Page 2 of2 7/] 3/2004 1;·':<····· . 'I '1 :1 I I I I I 'I' , . ;. ~ 1 :.' ... I . ~~§s, :'.. ~~" I _., 1-: i ! i i I I -" LIMITS ADDITION MAPLEWOOD'"DIV~ -#2-. SE 1/4 SECTION 16 TWP. 23 N. RANGE 5 BLOCK 6 LOT "Bn ,-\ -, OEseR ,",,0. SPUT VALUATION -f,-eLl :;1 ~f (512690-0215 1100 1 I 0751 .;L/oO r _._-- 1tf5, .<./. O~_""ER OR CONTRA~ PURCHASER DATE FILE NUMBER I PRICE REMARKS /' . ~ I ! ' ..... i l~_. '/itJ/~;6;? /~ -~6*7u /./.3 .iF DISTRICT: ROAD. SCHOOL WATER FIRE Rpn+.on )IO~ - 20M 2.60 .~.u ~ ~.?I '-$/,47 15-'3'7 ~ v /F~ I--~...., -""'_;---,. I I I SEWER HOSPITAL AIRPORT I FERRY 111 Metro· I i - ASSESSED VALUE -' ---~ "' ___ .. ~~.r~ .. ~~~~ .. ~~~~ .. ~~~~ .. ~~~~ .. ~~~~ .. ~~~~ .. ~~~~ .. ~ -.- c· " --r ADDITION I a K ~?stS 5.f:. . 1A4 SECTION ) fa TWP . .:2. 3 N. RANGE L/-BLOCK ~~ I J LIMITS DESCRIPTION LeJ CL I.. Os-~C;cK.. ~WN~ OR CONTRACT PURCHASER DATE.. FlU NUMBER PRICE REMARKS -=S-ol .. V\ 0.~ I .c:. ,r. /-/-10 ~ E t../97~6 ,-/9,9'37 , ------ FLOOD PARK & PISTRICT: ROAD SCHOOL WATER FIRE SEWER ZONE HOSPITAL REC.DIST. AIRPORT METRO LEVY CODE JJO.fA~ L/n3 ,J...~# I 1Cl P-+-VL.) -:J :2/oC 't , , _L-- ASSESSED VALUE YEAR ACRES TIMBER LAND BLDGS. TOTAL DAT.E BY REASON 5EG. NO. '97( / cf"?/v -/Y"e!?o ~/9 -.Sjp c%-/ ~ '973 (pcYO --000 ,-:5"';3/; 72 Ic-p-? /PJ/ / / 18 ((1h 1 ?...-q.rP -l7fl3'I.J7 -db ff7 ~ ~-/S.5 '9 \. C rt -7 =y lSI ; 151 19 '9 '8 '8 '9 lSI 10M 9-71 :i", "~~ i'," ]; , , , ~!i::-_ ." -~".-t!::: .~~:': ::~~~.: -.~::: , ~. ", 1 :::'i~ . .~~ :.; .J '~i,'; "':"';.": .. :=:t.~', ~ '. .;,~~:,~:'- '<r-:~"t.:, .. : " :.,?¥.~, ~:~::i~~; :: . .!~ "-'., .-; - , ~'. j .. .. .;;, ~: . , . '~~. f~ "-: 'LAN O •. T'(P.E.: ,:;;,~~;~> .,' t· ""..' .~ .",; ;"" I I I I I I I I I I I I I I I I I I I APPENDIXD Resumes of Environmental Professionals I Associated Earth Sciences, Inc. I I J. SCOTT KINDRED, P .E. -Senior Engineer EXPERIENCE Mr. Kindred is a registered Professional Engineer and has worked as a consulting engineer since 1984. His primary expertise I includes groundwater resource management, groundwater modeling, surface water infiltration, remedial investigations/feasibility studies under CERCLA and MTCA, and environmental permitting. He has experience working on landfills, manufacturing facilities, mining sites, and shoreline facilities. Mr. Kindred has managed numerous CERCLA remediation projects that I typically involved the efforts of engineers, hydrogeologists, hydrologists, biologists, and water quality staff. He was the Project Manager on many environmental projects at the Hanford site and provided teclmical expertise in groundwater hydrology, migration of radio nuclides and hazardous constituents in soils and groundwater, and analysis of remediation alternatives. I-Ie was also the project manager for a multidisciplinary ecological survey covering over 300,000 acres in southern Oregon National I Forests. The survey required the integration of work projects produced by seven sub-contractors, including geologists, soil scientists. and botanists_ I I I I I I EDUCATION I B.S., Geology Brown University I M.S., Civil Engineering M.I.T. I PROFESSIONAL ASSOCIATIONS American Wafer Works Association I REGISTRA TIONS/LICENSES Professional Engineer (P.E.) I StnteojWA I I TECHNICAL EXPERTISE • Compliance Audits • Remediation Work Plan • Contaminant Fate and Transport • Project Closure Reports • Corrective Action • Regulatory Compliance • Ground Water Monitoring • Remedial Investigation & Feasibilitv Studies • Ground Water Remediation • Remediation • Independent Cleanup Reports • Remediation Monitoring • Phase I Environmental Site • Phase II Environmemal Site Assessments Assessments PROJECT/CLIENT • Assessment of Environmental Impacts from Continued Discharge to the 300 Area Process Trenches at Hanford, Westinghouse Hanford • Hanford Groundwater Cleanup and Restoration Conceptual Study, Westinghouse Hanford Company • RIIFS for the Environmental Restoration Disposal Facility. Westinghouse Hanford • Numerous Underground Storage Tank Investigations and Cleanups, Exxon Corporation • Cashmere Airport Pesticide Contamination Site Investigation, Chelan County • Tulalip Landfill Feasibility Study, Tulalip PRP Group • Blackbird Mine Tailings Cap Design, Noranda Minerals, Inc. • Gravel Pit Hydrogeologic Study, Confidential Client • Hydrogeologic Study and Mine Dewatering Analysis, Newmont Gold • Paint Manufacturing Facility Soil and Groundwater Remediation, Benjamin Moore & Co. EXPERIENCE Associated ~ ~ Earth Sciences, Inc. Mr. Sondergaard has over 22 years experience performing environmental site assessments, ground water remedial and hydrology investigations, feasibility studies, remedial system design and installation, and in implementation of environmental monitoring programs. Mr .. Sondergaard is knowledgeable in the application of Washington's Model Toxic Control Act (MTCA) and Dangerous Waste regulations, and has performed Risk Based Corrective Action (RBCA) analyses. EDUCATION M. S .. Geology Western Washington University B.S .. Geology Washington State University PROFESSIONAl, ASSOCIATIONS Association of Engineering Geologists National Water Well Association Association of Groundwater Scientists Northwest Mining Association TECHNICAL EXPERTISE • Ground Water Monitoring • Ground Water Remediation • Health & Safety Plans • Hydrogeologic Assessments • Phase I ESAs • Phase 1/ ESAs • Regulatory Compliance • Project Closure Reports PROJECT ICLIENT • Remedial Investigation • Feasibility Studies • Remediation • Remediation Monitoring • Soil Remediation • UST Site Assessments • Voluntary Cleanup Program Applications • Contaminant Fate & Transport REGISTRA TIONS/LICENSES I f1.gg;stered PrQjessional Geologist (P. G.) • Fifth & Bell. Touchstone Corporation • Marina Mart. JRL Properties I I I I I I States of AK. !D. OR. WA !Acensed Professional Engil!eerin~ ~ State ofWA • Northgate Office & Parking Complex. Touchstone Corporation • Thorndyke Elementary, Thkwila School District • Proposed New Elementary School, Kent School District • White Center Heights Elementary. Jiighline School District • Everett School District Maintenance Facility. Everett School District • Fulmer Hall. Washington State University • Northshore Senior Center. Northshore Parks & Recreation Service Area Geotechnical Engineering Water Resources Solid and Hazardous Waste Ecological/Biological Sciences Geologic Assessments Associated Earth Sciences, Inc. Phase II Environmental Site Assessment ESPRESSO AND MIM-MARTPROPERTY 3404 Maple Valley Highway Renton, Washington Prepared for Mr. Larry Ramierez Project No, KE04322B July 29,_ 2004 DEVELOPMEtfT PLANNING CITY OF RENTON 'JUN 2 1 2005 RECEiVED I I I I I I I I I I I I I I I I I I I July 29, 2004 Project No. KE04322B Mr. Larry Ramierez 24207 2371h Way SE Associated Earth Sciences, Inc. Maple Valley, Washington 98p38 Subject: Phase II Environmental Site Assessment Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington Dear Mr. Ramierez: This letter accompanies a report by Associated Ear,th Sciences, Inc. (AESI) documenting the results' of a Phase II Environmental Site ~ssessment performed on the aboye-referenced property. The findings and conclusions in this report are based on our interpretation of information currently available, and are subject to the limitations in the attached report. We appreciate the opportunity to work with you on this 'project. ,If you have questions' regarding the scope of our study or our conclusions, please do not hesitate to contact us at ,(425),827-7701. ' Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington 1SK/sn KV04322RI Projecls\20043221KVIWP, W2K 911 Fifth Avenue, Suite 100 • Kirkland, WA 98033 • Phone 425827,770 I • Fax 425827-5424 -I I I I I I I I I I I I I I I I I I I PI-IASE II ENVIRONMENTAL SITE ASSESSMENT ESPRESSO AND MINI-MART PROPERTY 3404 Maple Valley Highway Renton, Washington Prepared for: Mr . Larry Ramierez 24207 237th Way SE Maple Valley, Washington 98038 Prepared by: Associated Earth Sciences, Inc. 911 5th Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 Fax: 425-827-5424 July 29, 2004 Project No. KE04322B I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington TABLE OF CONTENTS Phase 1/ Environmental Site Assessment Table of Contents EXECUTIVE SUMMARy .................................................................................. ii 1.0 INTRODUCTION ....................................................................................... 1 1 . 1 Background ......................................................................................... 1 1.2 Limitations and Exceptions ...................................................................... 1 2.0 SITE INVESTIGATIONS .............................................................................. 2 2.1 Magnetolneter Survey ............................................................................. 2 2.2 Exploration Pits and Soil Sampling ............................................................. 2 2.3 Laboratory Analysis ............................................................................... 2 3.0 RESUI .... TS ................................................................................................. 3 3. I Exploration Pits and Soil Description .......................................................... 3 3.2 Soil Sampling Results ............................................................................. 4 3.3 Conclusions ......................................................................................... 4 4.0 CLOSURE ................................................................................................ 5 LIST OF TABLES Table 1. Summary of Analytical Laboratory Results for Soil Samples ....................... 4 LIST OF FIGURES Vicinity Map Figure 1. Figure 2. Proposed Site Plan with the Locations of Explorations Appendix A. Exploration Logs Appendix B. Analytical Results July 29, 2004 JSKlslI -KI'04322BJ -f'rojl~r.lsI20{)43221KVlWp -'.\12K LIST OF APPENDICES ASSOCIATED EARTH SCIENCES, INC. Page i I I I I I I I I' I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington EXECUTIVE SUMMARY Phase II Environmental Site Assessment Executive Summary Associated Earth Sciences, Inc. (AESI) performed a Phase II Environmental Site Assessment (ESA) of the property located at 3404 Maple Valley Highway in Renton, Washington (location shown in Figure 1). While conducting a Phase I ESA for the property, AESI determined that the property had been a gas station during the 1960s and early 1970s. A Phase II ESA, including subsurface explorations and sampling, was Jecommended to determine if the property was impacted with petroleum hydrocarbons. AESJ advanced seven exploration pits and conducted soil sampling in three locations. No indications of obvious petroleum hydrocarbons were observed in any of the exploration pits. Construction debris was observed in two exploration pits to a maximum depth of approximately 6 feet. This construction debris may have been placed within the excavation resulting when the underground storage tanks were removed. No obvious evidence of contamination was observed in any of the exploration pits. Soil samples were collected from the bottom of three exploration pits. The soil samples were tested for total petroleum hydrocarbons (TPH) as diesel, TPH as gasoline, and benzene, toluene, ethylbenzene, and xylenes (BTEX). Concentrations of petroleum hydrocarbons were below method detection limits. Based on the information gathered during the Phase I ESA and this Phase II ESA, there is no evidence of petroleum hydrocarbons at the subject property. In our opinion, no known or suspected environmental conditions currently exist on-site that are recognized environmental conditions as defined by ASTM:E-1527-00 Section 1.1.1. JlIly 29, 2004 ASSOCIATED EAR71-1 SCIENCES. INC. JSKISII -KV04322/JI -ProjeclsI2004322IKVI WI' -IV2K Page ii I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton. Washington 1.1 Background 1.0 INTRODUCTION Phase Il Environmental Site Assessment Results of Investigation The subject property is located on the northeast side of Highway 169 (the Maple Valley Highway) with an address of 3404 Maple Valley Highway, Renton, Washington. The site is currently occupied by an espresso stand. The remainder of the property is covered with a gravel driveway or grass. A Phase I Environmental Site Assessment (ESA), dated July 16, 2004, was previously conducted for this property by Associated Earth Sciences, Inc. (AESI). As part of this ESA, AESI identified a major gasoline release associated with the Olympic Pipe Line that runs along the west side of the property. The release occurred approximately 600 feet northeast of the subject property and based on review of files from the Washington State Department of Ecology (Ecology), the resulting ground water plume passed north of the subject property. It appears that one monitoring well was sampled on the subject property during the 1980s and no petroleum hydrocarbons were detected. This well has not been located during follow-up investigations in the 1990s or during our studies. Recognized environmental conditions identified in the Phase J ESA include the following: • The property was used as a gas station from 1959 to approximately 1974. A Phase II investigation was proposed to determine if these environmental conditions have resulted in releases of chemicals to soil or ground water. The scope of work included a magnetometer survey, exploration pits, soil sampling and testing for total petroleum hydrocarbons (TPH) and benzene, toluene, ethylbenzene, and xylenes (BTEX), evaluation of the results, and preparation of a report summarizing the investigation and providing recommendations. The Phase II ESA scope of work was authorized by Mr. Ted Thomas on behalf of Mr. Larry Ramierez on July 20, 2004. 1.2 Limitations and Exceptions Phase II ESAs cannot eliminate all uncertainty regarding the potential for releases to soil or ground water. Given budget and time limitations, sampling is limited to a finite number of discrete locations and chemical analysis is limited to chemical constituents typically associated with the existing environmental conditions identified in the Phase J ESA. It is possible that higher chemical concentrations may be found in locations where sampling was not conducted and chemical constituents may be present that were not included in the analysis. July 29. 2004 ASSOCIATED EARnJ SCIENCES. INC. JSKlsl/ -KI'043228! -I'rojecls 12004J22IK'fIWI' -W2K Page I I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington Phase JJ Environmental Site Assessment Results of Investigation Judgments leading to the enclosed general conclusions are based on a reasonable amount of sampling and analysis and reflects site conditions as they existed at the time of our investigation. Other information on the subject property or adjacent surrounding properties may exist and more extensive studies may reduce the uncertainties associated with this investigation. This Phase II ESA did not evaluate the presence of asbestos-containing materials, lead-based paint, radon, lead in drinking water, wetlands, regulatory compliance, cultural and historic resources, industrial hygiene, health and safety, ecological resources, endangered species, indoor air quality, geotechnical hazards, and high voltage power lines. 2.0 SITE INVESTIGATIONS 2.1 Magnetometer Survey A ESI conducted a magnetometer survey to search for buried underground storage tanks (USTs). This survey identified a number of magnetic anomalies across the site. Most of these anomalies were isolated to a very small area, suggesting the presence of small pieces of metal near the surface. A number of larger anomalies were identified, although nothing longer than 5 to 10 feet was identified. Exploration pits EP-2, EP-3, and EP-4 were located near these larger anomalies. 2.2 Exploration Pits and Soil Sampling Seven exploration pits were excavated on July 22, 2004 using a rubber-tired backhoe. The soils exposed in the exploration pits were described and inspected for the presence of chemical constituents (based on odor and sheen). Soil samples for chemical analysis were collected near the bottom of three of the exploration pits. Exploration logs are located in Appendix A. 2.3 Laboratory Analysis All soil samples were sent to Friedman & Bruya, Inc. in Seattle, Washington for chemical analysis. Analytical results and the sample chain-of-custody are located in Appendix B. Soil samples were analyzed for the following constituents: • TPH as diesel according to Method NWTPJ-I-Dx. • TPH as gasoline according to Method NWTPJ-I-Gx. • BTEX according to EPA Method 8021B. July 29, 2004 ASSOCIATED EARTH SCIENCES, INC. JSKlslI -KV04322IJI -f'rojectsI2004.122IKVI WI' -W2K Page 2 I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton. Washington 3.0 RESULTS Phase II Environmental Site Assessment Results o[ Investigation AESI conducted a Phase II ESA of the 3404 Maple Valley Highway property in Renton, Washington. Exploration pits were excavated to obtain soil samples that were sent to an analytical laboratory for chemical analysis. Results are discussed below. 3.1 Exploration Pits and Soil Description Exploration pits were excavated in seven locations, as shown on Figure 2. Exploration logs with soil descriptions and subsurface conditions are provided in Appendix A. The following general conditions were encountered at the site: • Fill: Ranging from 3 to 3.5 feet thick across most of the site, except along the east side where the depth is approximately 6 feet (EP-2). The fill is generally medium dense, dry to damp. gray brown silty sand with few gravel. The fill in exploration pit EP-2 contained concrete (with one slab up to 3 feet long and 8 inches thick). metal debris (such as pipe), and pieces of wood. • Silty SAND: Ranging from 2 to 3.5 feet thick across most of the site, this material is generally damp, gray brown, medium dense silty SAND, with few gravel. In EP-6, this horizon was a soft sandy SILT. • SAND: Some of the exploration pits had a medium dense, damp, yellow brown SAND with few gravel and trace silt. When encountered, this horizon was between 2 to 5 feet thick. • Gravelly SAND: All of the exploration pits encountered this dense, damp, yellow brown, gravelly SAND with trace silt and occasional cobbles starting at a depth ranging from 5 to 10 feet deep. The deeper thickness of fill in EP-2, combined with the presence of construction debris in this pit and nearby EP-7, suggests the possibility that USTs may have been located in this area. Soil below the identified fill is interpreted to be native sediments. When the tanks were removed, the excavation was backfilled with construction debris. No staining, chemical odors, or sheen were observed in any of the exploration pits. A small amount of seepage was observed from silty backfill placed around abandoned electrical conduit encountered in EP-5. Otherwise, no ground water was encountered in any of the exploration pits. July 29. 2004 ASSOCIATED EARTH SCIENCES. INC. JSKls/J -KV043221J1 -I'rojectsl2004322IKV1 WI' -W2K Page 3 I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley J-/ighway Renton, Washington 3.2 Soil Sampling Results Phase II Environmental Site Assessment Results 0/ Investigation No obvious evidence of contamination was observed in the field at any of the sampling locations. To provide confirmation of field observations, three soil samples was collected from a depth of approximately 12 feet in exploration pits EP-3, EP-4, and EP-7. The deepest portion of the exploration pits were selected for sampling since these depths may be located below the ground water table during high water and any floating project would have been smeared across this zone. Complete analytical results for soil samples are provided in Appendix B and the results are summarized below: Exploration Pit Ep·3 EP-4 EP-7 Table 1 Summary of Analytical Laboratory Results for Soil Samples (Concentrations in parts per million [ppm]) TPI-I- Depth TPI-I-Motor TPH· Ethly- (feet) Diesel Oil Gasoline Benzene Toluene benzene 12 <10 <50 <1 <0.02 <0.02 <0.02 12.5 <10 <50 <1 <0.02 <0.02 <0.02 12 <10 <50 <1 <0.02 <0.02 <0.02 Xylenes <0.06 <0.06 <0.06 No petroleum hydrocarbons were detected above the method detection limits in any of the soil samples. 3.3 Conclusions Based on the information gathered during the Phase I ESA and this Phase II ESA, there is no obvious evidence of petroleum hydrocarbons at the subject property. In our opinion, no known or suspected environmental conditions currently exist on-site that are recognized environmental conditions as defined by ASTM:E-1527-00 Section 1.1.1. July 29. 2004 ASSOCIATED EARTH SCIENCES. INC. JSKlslI -KV04.122BI -l'rojeclsl2004J22lKVlWP -W2K Page 4 I I I I I I I I I I I I I I I I I I I Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington 4.0 CLOSURE Phase II Environmental Site Assessment Results of Investigation This report was prepared for the exclusive use of Mr. Larry Ramierez and his agents for specific application to the subject site. AESI personnel performed this assessment in accordance with generally accepted standards of care that existed in the State of Washington at the time of this study. Our findings and conclusions have been prepared in accordance with generally accepted professional practice in the area at this time. We make no other warranty, either express or implied. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington July 29, 2004 JSKIsn -KV0432281 -I'rojeclsl2004322lKVI WI' -W2K ASSOCIATED EARTH SCIENCES, INC. Page 5 04322 rarnlcroz pr'1P~rty . ronlonI04322·vlclnlly.cdr page2 ~ f1m ~ ~ r2J i m ~ .. .. o n PI ... 111 c.. m PI ., ... :r III n 111 = n 111 .. = n ;;0;;0 m~ Zm< -Ien-0"(,,,,) Z;;o-~ m Z ~~~ enos: :5> ..... ZZ ..... G)c"O d3: Zz ;- 3: > ~ lJ ;;0 0 ~ z p ~ ~ ~ '-I m eN -.j ~ -OJ ~ " G1 c ;;0 m II! z 0 ~>Z ~ I I I I I I I I I I I I I I I , EP-5 • LEGEND EP-6 • SE 6th Street EP-4 • • EP-3 SIDEWALK • EP-7 Maple Valley Highway (SR-169) EP-1 • Approximate location of exploration pit • i!! REFERENCE: BASE MAP PROVIDED BY CLIENT EP-2 • EP-1 o 30 SCALE IN FEET FIGURE 2 I Am,''',' " .. , """'" , .. , PROPOSED SITE PLAN WITH THE .~ IX'fI ~ LOCATIONS OF EXPLORATIONS DATE 7/04 I~ ____ ~ ____ ~ ___ ~ ___ ~ __ · __ ~ __________ R_A_M_IE_R~E~Z~E~S~PR~E~S~S~O~A~N~D~M~IN~I_-M_A_R_T ________________ __ RENTON, WASHINGTON PROJ. NO. KE04322B I I I I APPENDIX A I I Exploration Logs I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ .91 CIl 0 0 N c:i Z c 0 '0 Q) .6 1!! £ ~ 0 II') c ro :5 ~ 0 ~ .!!! '0 CIl '0 Q) C .~ <!l .u ~ CII 0 U III '0 C nI CIl ~ Q) iii 0 0 N ci Z III Q) III III nI a. Q) ... 0 ~ Ji ~ ~ 0 II') , .!!! '0 CIl '0 Q) C .~ (!) dJ c u: Well-graded gravel and GW gravel with sand, little to no fines Poorly-graded gravel and gravel with sand, little to no fines Silty gravel and silty GM gravel with sand Clayey gravel and GC clayey gravel with sand Poorly-graded sand and sand with gravel, little to no fines Silty sand and silty sand with gravel Clayey sand and clayey sand with gravel Silt, sandy silt, gravelly silt, ML silt with sand or gravel Clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay Organic clay or slit of low plasticity Terms Describing Relative Density and Consistency Coarse- Grained Soils Density Very Loose Loose Medium Dense Dense Very Dense S PT(2) blows/foot Ot04 4 to 10 101030 30 to 50 >50 Test Symbols G = Grain Size Flne- Grained Soils Consistency Very Soft Soft SPT(2)blows/foot Ot02 2104 M = Moislure Conlent A = Allerberg Limils C = Chemical DO = Dry Density Medium Stiff Stiff Very Sliff Hard 4108 K = Permeability 81015 15 to 30 >30 Component Definitions Descriptive Term Boulders Size Range and Sieve Number Larger than 12" Cobbles Gravel Coarse Gravel Fine Gravel Sand Coarse Sand Medium Sand Fine Sand Sill and Clay 3" to 12' 3' to No.4 (4.75 mm) 3' to 3/4' 3/4" to No.4 (4.75 mm) No.4 (4.75 mm) 10 No. 200 (0.075 mm) No.4 (4.75 mm) to No. 10 (2.00 mm) No. 10 (2.00 mm) to No. 40 (0.425 mm) No. 40 (0.425 mm) 10 No. 200 (0.075 mm) Smaller than No. 200 (0.075 mm) (3) Estimated Percentage Moisture Content Dry -Absence of moisture, dusty, dry to Ihe touch Component Percentage by Weight Trace Few Little With Sampler Type 2.0"00 Split-Spoon Sampler <5 5 to 10 15 to 25 -Non-primary coarse constituenls: ~ 15% . Fines content between 5% and 15% Slighlly Moist -Perceptible moisture Moist -Damp but no visible water Very Moist -Water visible but not free draining Wet -Visible free water, usually from beiow water tabie Symbols Blows/6" or portion of 6" / " " lD Sampler TYQe Description 3.0" 00 Split-Spoon Sampler Cement grout surface seal Bentonite (') seal ~~~~~------------~(SP~ Clay of high plasticily, sandy or gravelly clay, fat clay with sand or gravel 3.25' 00 Split-Spoon Ring Sampler :: Filler pack with ;: blank casing ::. secllon Bulk sample ~r-M:~-.j----------I Grab Sample 3.0" 00 Thin-Wall Tube Sampler (including Shelby tube) Organic clay or silt of 0 Portion not recovered OH medium to high (1) Percentage by dry weight .,' Screened caSing :., or Hydrotip " .,' with filler pack :. End cap (4) Depth of ground water ~.~ III plasticity (2) (SP~ Standard Penetration Test 1---I---t;<;~R--j.------------l (ASTM 0-1586) Peat, muck and other (3) In General Accordance with .Y ATD = AI time of drilling .i Stalic water level (date) B,nI 'l5 '-e'CIl :Co PT highly organic solis Slandard Practice for Description and Identification of Soils (ASTM 0·2488) (5) Combined USCS symbols used for fines between 5% and 15% Classifications of soits In lilis report are hased on visual field and/or laboratory observations, which Include density/consistency, moisture condition. grain size. and ptasticity estimates and should not be construed to imply field or laboratory tesllng unless presented herein. Visual-manual and/or laboratory classification ~ methods of ASTM 0-2487 and 0-2488 were used as an Identification guide for the Unified Soli Classification System. ~ l====================================================================================================== >. Associated Earth Sciences, Inc. im~~~Ol Exploration Log Key FtGURE A-1 I I I I I I I I I I I I I I I I I I I :6 Co C1l o LOG OF EXPLORATION PIT NO. EP-1 This log is part of the report prepared by Associated Earth Sciences, Inc, (AESI) for the named project and should be read together with that report for complete interpretation, This summary applies only to the location of this trench at the time of excavation, Subsurface condilions may change at this location with the passage of time, The data presented are a simplficatlon of actual conditions encountered, DESCRIPTION Fill 1 _ Medium dense, dry, gray-brown, SILTY fine SAND, few gravel. 2 - 3 -Turning to moist at 3', 4 - 5 - 6 Alluvium 7 _ Medium dense, moist, yellow-brown SAND, little gravel, trace silt. 8 -r.-----------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt, occasional cobbles, 9 - 10 - 11 - 12 - 13 14 -Bottom of exploration pit at depth 13 feet 15 - 16 - 17 - 18 - 19 - ~0------------------------------------------------------------------------- ~----------------------------------------------------------------------------------o N oi N ~ -, n. (!l d, N 1', ,., C\ ~ Logged by: JSK Approved I)y: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~[Jj~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I ~ ~ LOG OF EXPLORATION PIT NO. EP-2 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read togetlier with that report for complete interpretation. This summary applies only to the localion of this trench at the. time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill 1 _ Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel with metal, concrete, and wood debris. 2 - 3 - 4 - 5 - 6 Alluvium Dense, moist, yellow-brown, GRAVELLY SAND, trace silt, occasional cobbles. 7 - 8 - 9 - 10 - 11 - 12 - 13 14 -Bottom of exploration pit at depth 13 feet 15 - 16 - 17 - 18 - 19 - ---20--------------------------------------------------------------------- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~E~[Jj~ Project No. KE04322B July 2004 ------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I t Q) Cl LOG OF EXPLORATION PIT NO. EP-3 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill 1 _ Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 2 - 3 - Alluvium 4 -Medium dense, moist, gray-brown, SILTY fine SAND. 5 - 6 - 7 -------------------------------------------------------Medium dense, moist, yellow-brown SAND, few gravel, trace silt. 8 - 9 - 10 - -i5ense~ m01S1,yeilow-brown-;-GRAVE [LYSA ND, occaslonai cob5ies~trace-sIiC - - - - - - - - - --- 11 - 12 -. 13 -Bottom of exploration pit at depth 12.5 feet 14 - 15 - 16 - 17 - 18 - 19 - ---20--------------------------------------------------------------------------8-----------------------------------------------------------------N oi N >-S ..., ~ ~ ;, gj ~ fo') Q. 1- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I (!; 0 N oi N >-I ~ .., 0-~ cO N N I f") (!; ,~ 0-I-U ><: LOG OF EXPLORATION PIT NO. EP-4 g £j C-Ol a This log Is part of the report prepared by Associaled Earth Sciences, Inc. (AESI) for the named project and should be read together with Ihat report for complete Interpretation. This summary applies only to the localion of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SIL TV fine SAND, few gravel. 1 - 2 - 3 Alluvium Medium dense, moist, gray-brown, SILTY fine SAND, few gravel. 4 - 5 -r-----------------------------------------------------Medium dense, moist, yellow-brown SAND, trace silt. 6 - 7 --De-nse-;-m01St,yeliow-brown~ GRAVELLYSAND, Trace silT. - - - - - - - - - - - - - - - - - - - - --- 8 - 9 - 10 - 11 - 12 - 13 -Boltom of exploration pit at depth 12.5 feel 14 - 15 - 16 - 17 - 18 - 19 - ---20-------------------------------------------------------------------------- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. m~~~O Project No. KE04322B July 2004 I I I I I I I I I I I I I I I I I I I g £; Co Ql o LOG OF EXPLORATION PIT NO. EP-5 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplficallon of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - Electrical conduit at 3', surrounded by soft, black SILT with minor water seepage. 3 Alluvium Medium dense, moist, gray-brown, SILTY fine SAND. 4 - 5 -------------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt. 6 - 7 - 8 - 9 - 10 - 11 12 -Bottom of exploration pit at depth 11 feet 13 - 14 - 15 - 16 - 17 - 18 - 19 - ---20-------------------------------------------------------------------g-------------------------------------------------------------------------------------N ai N .2:-" -. -. a. <.!! :b ~ (!; Logged by: JSK Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. Project No. KE04322B Approved by: ~ E ~ [!j la July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I g £i 0. III o LOG OF EXPLORATION PIT NO. EP-6 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - 3 Alluvium 4 _ Soft, moist, gray-brown, SANDY fine SILT. 5 - -5e-nse~ iTi01Si,yeliow-brown-;-GRAVELLYSAND, trace silt. --------------------- - - 6 - 7 - 8 - 9 - 10 11 -Bottom of exploration pit at depth 10 feet 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - ---20-------------------------------------------------------------------------- ~------------------------------------------------------------------------------------- gf Espresso and Mini-Mart >. ~ Renton, WA ~ <.!l ;t; gl ~ ~ Logged by: JSK Approved by: Associated Earth Sciences, Inc. ~m~~~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I :5 a. Q) Cl LOG OF EXPLORATION PIT NO. EP-7 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplflcation of actual conditions encountered. DESCRIPTION Fill 1 _ Medium dense, dry, gray-brown, SILTY fine SAND. 2 -Extended 5' deep trench 17' to the south and found concrete and metal debris to a depth of 4'. 3 Alluvium Soft, moist, gray-brown, SANDY fine SILT. 4 - 5 - 7 - 8 - 9 - 10 -r-----------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt. 11 - 12 13 -Bottom of exploration pil at depth 12 feel 14 - 15 - 16 - 17 - 18 - 19 - ---201-----------------------------------------------------------------------g------------------------------------------------------------------------------------- N ai N >. :; .., .., n. Espresso and Mini-Mart Renton, WA (!l ~N Associated Earth Sciences, Inc. Project No. KE04322B Logged by: .ISK ~ ~ ~ ~ ~ ~ '. July 2004 " Approved by: ~------------------------------------------------------------------------------------- I I I I I APPENDIXB I Analytical Results I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .lames E. Bruya, Ph.D. Charlene Morrow, M.S. Yelena Aravkina, M.S. Bradley T. Benson, B.S. Kurt Johnson, B.S. July 30,2004 FRIEDMAN & BRUY A, INC. ENVIRONMENTAL CHEMISTS Scott Kindred, Project Manager Associated Earth Sciences, Inc. 91.1. 5th Avenue, Suite 1.00 Kirkland, WA 98033 Dear Mr. Kindred: 3012 16th Avenue West Seattle, W A 98119-2029 TEL: (206) 285-8282 FAX: (206) 283-5044 .e-mail: fbi@isomedia.com Included are the results from the testing of material submitted on July 23, 2004 from the Ramierez, KE04322B, F&BI 407227 project. There are 4-pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange fO.r long term storage at OUI.' offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, Michael Erdahl Project Manager Enclosures AI£ I 0730 It. DOC I I I I I I I I I I I I I I I I I I I Date of Report: 07/30104- Date Received: 07/23/04- FRIEDMAN & BRUY A, INC. ENVIRONMENTAL CHEMlSTS Project: Ramierez, KE04-322B, F&BI 407227 Date Extracted: 07/26/04- Date Analyzed: 07/26/04 RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE, XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx Results Reported on a Dry Weight Basis Results Reported as ~lg/g (ppm) Ethyl Total Gasohne Sam121e ID Benzene Toluene Benzene Xylenes Range Laboratory ID TP-4(l2.5) <0.02 <0.02 <0.02 <0.06 <1 407227·0 I TP-7(l2) <0.02 <0.02 <0.02 <0.06 <1 407227.02 TP-3(12) <0.02 <0.02 <0.02 <0.06 <1 407227·03 Method Blank <0.02 <0.02 <0.02 <0.06 <1 1 Surrogate C% Recovery) (Limit 47·132) 112 112 1.07 99 I I I I I I I I I I I I I I I I I I I Date of Report: 07/30104 Date Received: 07/23/04 FRIEDMAN & BRUY A, INC. ENVIRONMENTAL CHEMISTS Project: Ramierez, KE04322B, F&BI 407227 Date Extracted: 07/23/04 Date Analyzed: 07/24/04 and 07/26/04 RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL USING METHOD NWTPH-Dx SamQle ID Laboratory TD TP-4 (12.5) ,107227·0 I TP-7 (12) 407227·02 TP-3 (12) 407227·03 Method Blank Extended to Include Motor Oil Range Compounds Results Reported on a Dry Weight Basis Results Reported as ~lg/g (ppm) Surrogate Diesel Range Motor Oil Range (% Recovery} (CIO,C25) (C25-C:i6) (Limit; 57·136) <10 <50 99 <10 <50 95 <10 <50 93 <10 <50 94 2 I I I I I I I I I I I I I I I I I I I Date of Report: 07/30104 Date Received: 07123/04- FRIEDMAN & BRUY A, INC. ENVIRONMENTAL CHEMISTS Project: Ramierez, KE04322B, F&BI 407227 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE, XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH-Gx Laboratory Code: 407227·01 (Matrix Spike) Percent Percent H,eporting Spike Sample Recovery Recovery Acceptance HPD Analyto Units Level Hesult MS MS Criteria (Limit 20) Benzene ~lg/g (ppm) 0,5 <0,02 88 90 52·132 2 Toluene ~lg/g (ppm) 0,5 <0,02 96 98 56·132 2 l~thylbenzene ~lg/g (ppm) 0,5 <0,02 87 88 58·135 I Xylenes ~lg/g (ppm) 1.5 <0,02 91 91 57·138 0 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte Units Level LCS Criteria Benzene ~lg/g (ppm) 0,5 92 74·116 Toluene ~lg/g (ppm) 0,5 100 74·]22 I~thylbenzene ~lg/g (ppm) 0,5 89 75·121 Xylenes flg/g (ppm) 1.5 93 66·128 Gasoline ~lg/g (ppm) 20 129 61·130 I I I I I I I I I I I I I I I I I I I Date of Report: 07/30104 Date Received: 07/23/04- FRIEDMAN & BRUY A, INC. ENVIRONMENTAL CHEMISTS Project: Ramierez, KE04-322B, F&BI 407227 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH-Dx Laboratory Code: 407223·04 (Matrix Spike) Reporting Spike Sample % Recovery % Recovery Analyte Units Level Result MS MSD Diesel Extended ~lg/g (ppm) 500 <50 99 103 Laboratory Code: Laboratory Control Sample Analyte DieselE':xtencled Heporting Units ~lg/g (ppm) Spike Level 500 % Recovery LCS 101 4- Acceptance Criteria 56·138 Acceptance RPD Criteria (Limit 20~ .5.5·138 4 ~;L.'. - - -__ .. ,,---=--:.. .,-... v- Sen t4Jtt ~ik\Jce) Company AaBociated Eu1.b Sciences. Inc. Address 911 S\bAyonue. SLe. 100 City, StaLe, ZIP Kirkland. WA 98033 i i . Phone # (426) 827-7101 Fax # (426)827-6424 Lab Srunplo 10 Dalo Timo ID . -r P -L/ r,.Z Irl dl "7/Vv d.. "/0 --" -rr-7. "a). 02 -?/v"V 3~ 10 117-3 'n~) 03 7{"b'-V r··Lf~ . . . - - Friedman. & Druya, Inc. I SIGNATURE 3012 16t1a Avenue lYed n.Uaqulab.d by: Seat,le, \VA 98119-2029 Ph. (206) 285-8282 Fax (206) 283-5044 ReoalVMbr. SAMPI PROJECT 'R..~ \I'll\, ~ e..r e ~ K&ot..{ 3Z~ REMAlU{s o Dlspole el\er 80 daye o Return eamples o Will call with Inlltructionll ANALYSES ItEQUES1'ED III I:Q 0 0 I ~ ~ .... CD t-X ~ ~ ~ ~ ~ ., 0 a:I Gl ~ a:I a:I a # of >. ~ Samilio 1)110 is >. >. .D ~ Holos .0 con tnin Drs :i: .D U ~ ~ :i: ~ U r ~ ~ t ~ ~ f! "tri ""f.... )( '"1"PH -Crx 13,.-e ~ , 71'11--D X 5~ I 'X. y.. 1\ sthl , -:J--I-}l , .. PRINT NAME COMPANY DATE TIME a.J.A.-7 o I':2£) -c.I t I I I I -I I I I I I I I I I I I I August 2, 2004 Project No. KV04322B Mr. Larry Ramierez 24207 2371h Way SE Associated Earth Sciences., Inc. Maple Valley, Washington 98038 Subject: Preliminary Subsurface Exploration and Geotechnical Recommendations Espresso and Mini-Mart Property 3404 Maple Valley Highway Renton, Washington Dear Mr. Ramierez: DEVELOPMEi'i _ CITY OF REr·.; :- IJUN 2 1 lL,~j RECEIVED This letter-report provides geotechnical recommendations for the above-referenced site. The location of the site is shown on Figure 1. It is our understanding that a. single-~tory retail building with a slab-on-grade_ floor and asphalt parking will be constructed on the site. It is anticipated that finish floor grades will be close to current site grade. Building plans, site plans, and grading plans were not available at the time this letter-report was prepared. The recommendations in this letter-report should therefore be considered as preliminary, and may be modified as site development and building plans are finalized. , - The' purpose of this study was to provide subsurface data to be utilized in design and construction of the proposed building at -the above-referenced site. Our study included exploration pits and geologic studies to assess the type,. thickness, distribution, and physical properties of the subsurface sediments. Geotechn'ical engineering studies were also conducted to determine allowable foundation soil _bearing pressures, suitable types of foundations, and ,re~ommendations for site .preparation, drainage considerations, and erosion control. This letter-report summarizes our fieldwork and offers geotechnical engineering recommendations based on our present understanding of the project. Authorization to proceed with this study was granted in a letter proposal dated July 16, 2004 signed by Mr. Ted Thomas for Mr. Larry Ramierez. This letter-report has been ,prepared fC?r the exclusive use of Mr. Larry Ramierez and his agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering and engineering geology practices in effect in this area'at the time our letter-rep9rl was prepared. No other warranty, express or implied, is made. It must be understood that no recommendations or enginee~ing d~sign can 91 1 Fifth Avenue. Suite 100 • Kirkland. WA 98033 • Phone 425 827-7701 • rax 425 827-5424 ',,.\ I I I I I I I I I I I I .1 I I ,I I I I yield a guarantee of geotechnical conditions. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. Field Explorations Prior to subsurface explorations, Associated Earth Sciences, Inc. (AESI) arranged for a one- call utility locating service to survey the perimeter of the site and subcontracted with a private utility locating service (APS, Inc.) to survey the interior of the property. Field explorations were conducted on July 2~, 2004 and included seven exploration pits to observe subsurface conditions as part of this geotechnical study' and a Phase lJ· Environmental Site Assessment (ESA). Excavation Northwest provided the nibber-tired backhoe to excavate the exploration pits. Locations of the exploration pits are shown on Figure 2 and the exploration logs are attached to this letter-report. The following general soil conditions were encountered at the site: • Fill: Ranging from 3 to 3.5 feet thick in most of our explorations, except in the representative area of EP-2 along the east side where the depth is approximately 6 feet. . The fill is generally medium dense, dry to damp, gray brown silty \ sand w,ith few gravel. The fill in exploration pit EP-2 contained concrete (with one slab up to 3 feet long and 8 inches thick), metal debris (such as pipe), and pieces of wood. It should be noted that the fill thickness and composition may vary randomly from conditions observed in our explorations. • Silty SAND: Ranging from 2 to 3:5 feet thick across most of the site, this material is generally damp, gray brown, medium dense silty SAND, with few gravel. In EP-6, this horizon was soft sandy SILT. This natural sediment was interpreted as alluvial deposits from the Cedar River. • SAND: Some of the exploration pits encountered a medium dense, damp, yellow brown SAND with few gravel and trace silt. When encountered, this horizon was between 2 to 5 feet thick. This natural sediment was interpreted' as' alluvial deposits fTom the Cedar River. • Gravelly SAND: All of the exploration pits encountered this dense, damp, yellow brown, gravelly SAND with trace silt and occasional cobbles starting at a'depth ranging from 5 to 10 feet below ground surface. This natural sediment was interpreted as alluvial deposits from the Cedar' River. .. The'deeper thickness of fill in EP-2, combined with the presence of construction debris in this pit and nearby EP-7, suggests tlie possibility that underground storage tanks (USTs) may have I been located in this area. When the tanks were removed, tne excavation was backfilled with constrllction debris. No staining, chemical odors, or sheen were observed in any of the exploration pits. A small amount of seepage was observed from silty backfill placed arollnd 2 I I I I I' I I I I I I I I I I I I I I abandoned electrical conduit· encountered in EP-5. Otherwise, no groun'd water was encountered in any of the exploration pits. Variations in the location and quantity of seepage can occUr in non-uniform fill. Variations of ground water levels can also occur with rainfaIl, river levels, and other factors. Recommendations Our exploration indicates that, from a geotechnical standpoint, the property is suitable for the proposed development, provided that the recommendations contained herein are properly followed. Our recommendations address seismic liquefaction, erosion, site preparation, foundation support, and structural fill. Seismic Liquefaction \ The soils encountered at the site have a low potential for liquefaction due to their medium dense condition at depth, gravel content, and absence of shallow ground water. No liquefaction mitigations are recommended. . Erosion To mitigate and reduce the erosion hazard potential and off-site sediment transport,-we recommend the following: 1) Silt fences should be provided around the lower edges of the work area. 2) A rock-covered construction access point(s) should be provided .. "3) Temporary swales should be provided to direct runoff away from work areas. Rock check dams should be placed in the swales to catch sediment. 4) Temporary sediment. catchment facilities should be constructed near the discharge points into the storm drain system to intercep~ sediment eroded during the construction phases of the proposed project. 5) All storm, water from impermeable surfaces, including roadways and roofs, should be tightlined into engineered detention/retention facilities. 6) Soils which are to be reused around the site should be stored in sUfh a manner as to reduce erosion. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of straw bales/silt fences .. 7) To the extent possible, construction should proceed during the drier periods of the year and disturbed areas should be revegetatec1 as soon as possible. 3 , I I I I I I I I I I I I I ,I I I I I I Site Preparation' Initial site preparation in the building and pavement areas should include removal of all brush, grass, debris, and any other deleterious material. Additionally, the upper organic topsoil should be removed and the remaining roots grubbed. The depth and extent of stripping can best be determined in the field by the geotechnical engineer or engineering geologist. Building foundation/slab subgrade areas should be remediated as discussed in the Foundation Support and Floor Support sections of this letter-report. Subgrade preparation of pavement areas may vary considerably depending 911 the condition of the existing fill, soil moisture conditions at the time of construction, and pavement support requirements. At a minimum, we recommend that the upper 12 inches of soil be recompacted , ' to at least 95 percent of the modified Proctor maximum dry density (ASTM:D-1557). The subgrade should then be proof-rolled with a loaded tandem-axle-dump truck to identify any soft areas. Soft areas should be excavated and replaced with structural fill. If ,large areas of the subgrade are soft, wet, or otherwise unsuitable for recompaction, stabilization fabric, cement treated base; of' other remedial action may' be required. AEST should be consulted for site-specific recommendations if these remedial measures are required. Temporary Slopes In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estil!1ating purposes, however, we anticipate that temporary, unsupported cut slopes in the upper 6 feet of soil can be mage at a maximum slope of 1.5H:1V (Horizontal:Vertical). As is typical with earthwork operations, som~ sloughing and raveling may occur and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. Moisture-Sensitive Soils Surface soils at the site contain a high percentage of fine-grained material which makes them moisture-sensitive and subject to disturbance when wet. The contractor must use care' during site preparation and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed ,and the area brought to grade with 'structural fill. The owner should note that site development and building construction on this site would likely be considerably more expensive during the wet season compared to dry season development/construction. Consideration should be given to protecting access and staging areas with an appropriate section of crushed rock. If crushed rock is used, it should be underlain by engineering stabilization fabric to reduc~ the potential of fine-grained 'materiais pumping up through the rock ancl turning the area to mud. The fabric ,will also aid, in supporting construction· 4 I I I I I I I I I I I I I I I I I I I . ~quipment, thus reducing the amount of crushed rock required. We recommend that at least 10 inches of rock be placed over the fabric; however, due to the variable nature of the near- surface soils and differences in wheel loads, this thickness may have to be adjusted by the contractor in the field. , ' Foundation Support Fill soils are found across the entire site at a depth of 2.5 to 6 feet in our explorations with medium dense silty sand beneath the fill. Locally ,fill depths may vary from those observed in . our explorations. These fill materials are generally unsuitable for foundation support and we recommend placing the footings on the natural medium dense sand or gravelly sand found at a . depth of approximately 5 to 7, feet beneath the ground surface. Alternatively, the foundations may be placed on rock-filled trenches that extend down to the competent, medium dense natural soil, as discussed below. ( . We recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be utilized for design purposes, including both dead and live loads. An increase of one-third may be used for short-term seismic loading. Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection. All footings must penetrate to the prescribed bearing stratum and no footing should be founded in or above loos~, organic, or fill soils. All footings should have a minimum width of 14 inches for the one-story structure. It should be noted that the area bounded by lines / extending do'wnward at 1 H: IV from any footing must not intersect another footing or intersect a. filled area which has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:IV line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. Anticipated settlement of footings founded on medium dense sand or gravelly sand or approved structural fill should be on the order of ] inch. However, disturbed soil not removed from footing excavations prior to footing. placement could result in increased settlements. All footing areas should be inspected by AESI prior to placing concrete to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this letter-report. Structural Fill There is a possibility that structural fill will be necessary to establish desired grades beneath the foundations and pavement sections. All references to structural fill in this letter-report refer to subgrade preparation, fill type, placement, and compaction of materials as discussed in this section. 5 I I I I 'I ' I I I I I , I I I· I I I I I I I I After recompaction of the exposed ground is tested and approved, or a free-draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptabl'e to the geotechnical engineer, placed' in maximum 8-inch loose lifts with each lift peing compacted to 95 percent of the modified Proctor maximum density using ASTM: D 1557 as the standard. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of pavement edges before sloping down at an angle of 2H: 1 V. The contractor should note that any proposed fill soils must be evaluated by AESI prior to their use in fills. T~is would require that Wft have a sample of the material 48 hours in advance to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus' No. 4 sieve size) should be considered moisture-sensitive. (This would include virtually all of the on-site soils.)' Use of moisture-sensitive soil in structural fills should be limited to favorable dry weather and dry sllbgrade conditions. In addition, construction equipment traversing the site when the soils are wet can cause' considerable disturbance. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free-draining gnivel and/or sand should be used. Free-draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus ·No. 4 sieve fraction. Rock-Filled Trenches As an alternative to extending the footings/stem walls down to bearing soil, rock-filled trenches that ext~nd down to the medium dense sand or gravelly sand may be used. The trenches should have a mmmmm width of 4 feet (or as designated by the field 'engineer/engineering geologist) aT)dbe excavated down to the medium dense sands or gravelly sands. Because of the potential for caving, the actual trench width may ,be greater than . , specified. It would be appropriate to backfill the trenches as the excavation proceeds to reduce caving. The use of a larger, track-mounted excavator will greatly speed trench excavation over the use of a conventional, rubber-tired backhoe. In order to reduce disturbance of the bearing soils exposed in the trench, it is strongly recommended that the teeth of the excavator bucket be equipped with a smooth cutting ·edge. To determine when suitable bearing has been achieved and to verify proper rock placement, the geotechnical engineer/engineering geologist must be present on a full-time basis during footing trench excavati(;m and backfill. After the bearing stratum has been reached, the trench should be immediately backfilled. We recommend the use of "railroad ballast" or 2-to 4-inch size crushed rock for backfill. The . . crushed rock must be tamped into place to achieve a. tightly-packed mass; this may be done with either a "Hoepac" type C(ompactor mounted dn the backhoe or more .typically, with the excavator bucket. Staging areas should be maintained so that the rock is not contaminated by 6 I. I· I I I I I I I I I I I I I I I I I mud prior to placement in the trench. Equipment access to trench locations should also be maintained. ' Footings which bear on approved rock-filled ttenches may be designed for an allowable bearing pressure of 2,000 psf including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. However, all rock-filled trenches must penetrate to the prescribed bearing stratum and no trenches should be founded in .or above loose, organic, or existing fill soils. In addition, all footings must be centered over the trenches and have a minimum width of 14 inches for the one-story structure. D'rainage Considerations It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the foundation walls. This would involve installation of'a minimum ] -foot-wide blanket drain for the full wall height using imported, washed gravel that meets Washington State. Department of Transportation (WSDOT) Standard Speci.fication 9-03.] 2(4) agai~st the walls. Construction of retaining walls or other foundations below the water table is not expected for this project; however, if a structure is below the water table it must be designed for hydrostatic uplift and lateral pressures as well as· soil pressures. If such situations do arise, we should be allowed to offer situation-specific recommendations. All foundation wall footings should be provided with a dr~in at the footing elevation. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The pea' gravel should be continuous with, and freely communicate with the free-draining backfill placed against the backfilled side of the retaining wall. The level of the perforations in the pipe should be set at or slightly below the bottom of the footing at all locations and the drains should be constructed with sufficient gradient to allow gravity discharge away from the structure. Passive Resistance and Friction Factors Fpundation wall footings backfilled' with compacted structural fill as recommended in this letter-report may be designed for passive resistance against lateral translation represeflted by an equivalent fluid equal to 250 pounds per cubic foot' (pct). The passive equivalent. fluid pressure begins at the top of the footing. If footings are placed on grade and then backfilled, the top of the compacted backfill must be horizontal and extend outward from the footing for a minimum lateral distance equal to three times the height of the backfill, before tapering down to grade. The passive resistance value includes a safety factor of 3 jn order to reduce the amount of movement necessary to generate passive resistance. The friction coefficient for footings cast directly on undisturbed structural fill or native soils may be taken as 0.35. This is an allowable value and includes a safety factor of at least 2. Since it will be difficult to .excavate these soils without disturbance, the soil· under the footings must be recompacted to 95 percent of the above-mentioned standard for this value to apply. 7 I I I I I I I I I I I I I I I I I I I Floor Support To minimize the potential for settlement-rt::lated floor cracking caused by subsidence of the fill, we recommend using a structural slab that is supported by perimeter footings and/or rock-filled trenches. This type of slab should be designed to span a specified distance between the supports. Alternatively, a "floating" slab may be constructed by overexcavating at least 2 feet below finish floor grade and backfilling with a structural fill. This type of floor slab should not be tied into the building's foundation but should be free to settle independent of footings. - Floating floor slabs should contain bar reinforcement to reduce differential movemerit across any cracks which might develop. The owner must be prepared for possible floor n:mintenance/crack repair if this support option is used. All floors should be protected from moisture migration by a capillary break layer and vapor retarder. The capillary break layer should consist of at least 4 inches of washed pea gravel or washed, gap-graded crushed rock pre-approved by AESl. The vapor retarder membrane . should consist of a minimum 6-mil-thick polyethylene sheet. We recommend 2 inches of clean, dl;y, builder's sand over the vapor retarder membrane to protect it from construction damage. Design and Construction Monitoring At the time of this letter-report, site grading, structural plans, and construction methods have not been finalized and the recommendations presented herein are preliminary. We are available to provide additional geotechnical consultation as the project design develops and possibly changes from that upon which this letter-report is based. We recommend that AESI perform a geotechnical review of the plans prior to final design completion. In this way, our earthwork and foundation recommendations may be properly interpreted and implemented in the design. We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation depends on proper site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions 'become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know and we wi 11 prepare a proposal. Limitations The conclusions and rycommendations presented in this letter-report are based on observation of surface soils and the exploration pits completed for this study. The number, location, and depth of the explorations were completed within site and budgetary constr~ints. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may 8 I I I I I I I I I I I I I I I I I I I sometimes be present due to the random nature of deposition and the alteration of topog'raphy by past grading and/or filling. The nature and extent of ahy variations between the field explorations may not become fully evident until construction. If variations are observed at that time, it may be necessary to re-evaluate specific recommendations in this letter-report and make appropriate changes; Closure We have enjoyed working with you on this project. Please do not hesitate to contact one of the undersigned if you have any questions or require additional services. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington J f Scott Kindred, P. E. enior Engineer Attachments: Figure 1: Vicinity Map :J , irp'~I!S . __ ...... _w,~ Bruce L. Blyton, P.E. Principal Engineer Figure 2: Proposed Site Plan with the Locations of Explorations Exploration Logs ISK/iel KV04322B2 , , Projecls12004J221KVIWP -W2K '9 e m w w N <i! ,... N 0:: C") Z~~ ::J ~ g (.!) W 0 u: Cl ~ Z 0 .. c. Z .. :Ii -i 0 0:: a. u [J c .; III u ~ C III u III .c m ... ... III W "C ~ III ... III u 0 .. ~ .. <I: zoBcd JP"'~1!UP!"ZZC~O\u01U9J • ~\la OJd ZeJGlwcJ ZZCI>O I I I I I I I I I I I I I I I • EP-5 • LEGEND EP-6 • SE 6th Street EP-4 • • EP-3 SIDEWALK • EP-7 Maple Valley Highway (SR-169) EP-1 • Approximate location of exploration pit EP-2 • EP-1 _ REFERENCE, BASE MAP PROVIDED BY CLIENT ~============================================================ o 30 SCALE IN FEET Associated Earth ScloncoI, Inc. PROPOSED SITE PLAN WITH THE LOCATIONS OF EXPLORATIONS RAMIEREZ ESPRESSO AND MINI-MART RENTON, WASHINGTON FIGURE 2 DATE 7104 PROJ. NO. KE04322B I I I I I I I I I I I I I I I I I I I APPENDIX A Exploration Logs I I I I I I I I I I I I I I I I I I I ~ Q) i:ii o ~ ci z c o "tJ Q) c 19 &! .!{,! '0 CJ) "tJ Q) C .~ (') cb I!! 10 o U Q) > Q) i:ii 0 0 N ci Z III Q) iii 10 a. ~ 0 :iE ... _0 -*' 0 l/) III 'B CJ) "tJ ~ .~ (') cb c u: 0 l/) Well-graded gravel and GW gravel with sand, little to no fines Poorly-graded gravel and gravel with sand, little to no fines Clayey gravel and GC clayey gravel with sand Well-graded sand and sw sand with gravel, little to no fines Poorly-graded sand and sand with gravel, little to no fines Silly sand and silty sand with gravel Clayey sand and clayey sand with gravel Silt, sandy silt, gravelly silt, silt with sand or gravel Clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay Organic clay or sill of low plasticity Terms Describing Relative Density and Consistency Coarse- Grained Soils Density SPT(2)blows/foot Very Loose 0 to 4 Loose 4 to 10 Medium Dense 10 to 30 Dense 30 to 50 Very Dense > 50 Test Symbols G = Grain Size Consistency SPT(2)blows/foot M = Moisture Conlent A = Atterberg Limits C = Chemical Flne- Grained SOlis . Very Soft 0 to 2 Soft 2 to 4 Medium Stiff 4 to 8 Stiff 8 to 15 Very Stiff 15 to 30 Hard >30 DO = Dry Density K = Permeability Descriptive Term Boulders Component Definitions Size Range and Sieve Number Larger than 12" Cobbles Gravel Coarse Gravel Fine Gravel Sand Coarse Sand Medium Sand Fine Sand Silt and Clay 3" to 12" 3" to No.4 (4.75 mm) 3' to 3/4" 3/4" to No.4 (4.75 mm) No.4 (4.75 mm) to No. 200 (0.075 mm) No.4 (4.75 mm) to No. 10 (2.00 mm) No.10 (2.00 mm) to No. 40 (0.425 mm) No. 40 (0.425 mm) to No. 200 (0.075 mm) Smaller than No. 200 (0.075 mm) (3) Estimated Percentage Percentage by Weight Moisture Content Dry -Absence of moisture, dusty, dry to the touch Trace Few Little With Sampler Type 2.0"OD Split-Spoon Sampler <5 5 to 10 15 to 25 -Non-primary coarse constituents: ~ 15% -Fines content between 5% and 15% Slightly Moist -Perceptible moisture Moist -Damp but no visible water Very Moist -Water visible but not free draining Wet -Visible free water, usually from below water table Symbols Blows/6' or portion of 6" .I Sampler Type ~ Description 3.0" 00 Split-Spoon Sampler «) Cement grout surface seal Bentonite seal iJo»W;j--r='''''---:-------j (SPl) Clay of high plasticity, 3.25" 00 Split-Spoon Ring Sampler :. Filter pack with ;: blank casing sandy or gravelly clay, fat Bulk sample clay with sand or gravel ~~~-i-----------t Grab Sample 3.0" 00 Thin-Wall Tube Sampler (including Shelby tube) o Portion not recovered Organic clay or silt of OH medium to high plasticity Percentage by dry weight .:. section .: Screened casing : .. or Hydrotip .: with filter pack :. End cap (4) Depth of ground water (2) (SPl) Standard Penetration Test 1--J~---fi:£:O:~-of----------l (ASTM 0-1586) .2:-·2 III Peat, muck and other (3) In General Accordance with .Y. ATD = At time of drilling i Static water level (date) § ~ ~ PT highly organic soils Standard Practice for Description I 0 and Identification of Soils (ASTM 0-2488) (5) Combined USCS symbols used for fines between 5% and 15% Classifications or soils in this report are based on visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, and plasticity estimates and should not be construed to Imply field or laboratory testing unless presented herein. Visual-manual and/or laboratory classification Q methods or ASTM D-2487 and D-2488 were used as an Identification guide ror the Unified Soli Classification System. ~ ~============================================================= ~ Associated Earth Sciences, Inc. FIGURE f~~~[!jtj Exploration Log Key A-1 I I I I I I I I I I I I I I I I I I I £; 0-t1l o LOG OF EXPLORATION PIT NO. EP-1 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the locallon of this trench at the time of excavation. Subsurface condillons may change at this location with the passage of time. The data presented are a simplflcation of actual conditions encountered. DESCRIPTION Fill Medium dense, dry, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - 3 . -Turning to moist at 3'. 4 - 5 - 6 Alluvium Medium dense, moist, yellow-brown SAND, little gravel, trace silt. 7 - 8 -------------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt, occasional cobbles. 9 - 10 - 11 - 12 - 13 14 -Bottom of exploration pit at depth 13 feet 15 - 16 - 17 - 18 - 19 - ---20-------------------------------------------------------------------------- ~-------------------------------------------------------------------------------------o N ai N .;,. -=! n: ~ d, ~ ;s M 0-f- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I :5 a. Ql Cl LOG OF EXPLORATION PIT NO. EP-2 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of lime. The data presented are a slmplficatlon of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel with metal, concrete, and 1 -wood debris. 2 - 3 - 4 - 5 - 6 Alluvium Dense, moist, yellow-brown, GRAVELLY SAND, trace silt, occasional cobbles. 7 -- 8 - 9 - 10 - 11 - 12 - 13 14 -Bottom of exploration pit at depth '13 feet 15 - 16 - 17 - 18 - 19 - ~e-----------------------------------------------------------------------3-------------------------------------------------------------------------------------o N ui N '" ~ .., n. ~ ';j, gj ... (1; M n. I- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~~O Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I :6 0-al Cl LOG OF EXPLORATION PIT NO. EP-3 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplflcation of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SIL TV fine SAND, few gravel. 1 - 2 - 3 - 4 -Medium dense, moist, gray-brown, SILTY fine SAND. Alluvium 5 - 6 - 7 -------------------------------------------------------Medium dense, moist, yellow-brown SAND, few gravel, trace silt. 8 - 9 - 10 --Dense-;-mOlS1,yeilow-brown-;-G RAVE L0(SAND. occasional cobbies~trace-sliC ------------ 11 - 12 - 13 -Boltom of exploration pit at depth 12.5 feet 14 - 15 - 16 - 17 - 18 - 19 - ---28------------------------------------------------------------------------ ~-------------------------------------------------------------------------------------~ en N >. ~ -. n. C!l m ~ g .., n. i- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~~~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I LOG OF EXPLORATION PIT NO. EP-4 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavallon. Subsurface conditions may change at this location with the passage of time. The data presented are a simplfication of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - 3 Alluvium Medium dense, moist, gray-brown, SILTY fine SAND, few gravel. 4 - 5 -r-----------------------------------------------------Medium dense, moist, yellow-brown SAND, trace silt. 6 - 7 -r-----------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt. 8 - 9 - 10 - 11 - 12 - 13 -Bottom of exploration pit at depth 12.5 feet 14 - 15 - 16 - 17 - 18 - 19 - ~B---------------------------------------------------------------------- ~-------------------------------------------------------------------------------------o N ai N >-I ~ § Espresso and Mini-Mart Renton, WA ciJ I ~ c; f Logged by: JSK Approved by: Associated Earth Sciences, Inc. ~~~~~ Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I .s a. Ql Cl LOG OF EXPLORATION PIT NO. EP-5 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a simplficatlon of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - Electrical conduit at 3', surrounded by soft, black SILT with minor water seepage. 3 Alluvium Medium dense, moist, gray-brown, SILTY fine SAND. 4 - 5 -------------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt. 6 - 7 -- 8 - 9 - 10 - 11 12 -Bottom of exploration pit at depth 11 feet 13 - 14 - 15 - 16 - 17 - 18 - 19 - ~8---------------------------------------------------------------------I g-------------------------------------------------------------------------------------'" m N >-I '5 ~ :b I ~ Ii 1- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~[!jo Project No. KE04322B July 2004 ~------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I .,. c 0 '" ai N I ~ ~ .... n. ~ ro I ~ M .3 M O. t-~ LOG OF EXPLORATION PIT NO. EP-6 This log Is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with that report for complete Interpretation. This summary applies only to the location of this trench at the time of excavation. Subsurface conditions may change at this location with the passage of time. The data presented are a slmplfication of actual conditions encountered. DESCRIPTION Fill Medium dense, dry to moist, gray-brown, SILTY fine SAND, few gravel. 1 - 2 - 3 Alluvium 4 _ Soft, moist, gray-brown, SANDY fine SILT. 5 - -i5ense~ iiiOlst,yeifow-brown:-GRAVELLYSAND, Trace si[ - - - - - - - - - - - - - - - - - - - - - --6 - 7 - 8 - 9 - 10 11 -Bottom of exploration pit at depth 10 feet 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - ---20----------------------------------------------------------------------- Logged by: JSK Approved by: Espresso and Mini-Mart Renton, WA Associated Earth Sciences, Inc. ~~~~fj Project No. KE04322B July 2004 I I I I I I I I I I I I I I I I I I I :5 0-~ LOG OF EXPLORATION PIT NO. Ep·7 This log is part of the report prepared by Associated Earth Sciences, Inc. (AESI) for the named project and should be read together with thai report for complete Interpretation. This summary applies only 10 the location of this trench at the time of excavallon. Subsurface condll1ons may change at this location with the passage of time. The data presented are a slmplficatlon of aclual condillons encountered. DESCRIPTION Fill Medium dense, dry, gray-brown, SILTY fine SAND. 1 - 2 -Extended 5' deep trench 17' to the south and found concrete and metal debris to a depth of 4'. 3 Alluvium 4 _ Soft, moist, gray-brown, SANDY fine SILT. 7 - 8 - 9 - 10 -------------------------------------------------------Dense, moist, yellow-brown, GRAVELLY SAND, trace silt. 11 - 12 13 -Bottom of exploration pit at depth 12 feet 14 - 15 - 16 - 17 - 18 - 19 - ~0-------------------------------------------------------------------------g-------------------------------------------------------------------------------------N en N >-~ -. n. Espresso and Mini-Mart Renton, WA ~ ;i; Associated Earth Sciences, Inc. :n.= . ,. Approved by: Project No. KE04322B July 2004 ~ Logged by: JSK m ~ ~ [jj ~ ~------------------------------------------------------------------------------------- JOHN C EDW:.RDS 4C. -; ~C // ~. / ./ ....... :./ .---...... --~ ----" -",,-/" // // I / I ' i I / / -/ " /' ---: -=-=..-= -:.:' = ::: - //- // 1/ 1/ ;)UGET WESTERN INC.. GOV't. Lot 5 In 7£; I\,.."'~ "-"-...... ...... KI dG COUNTY ...... , "'::::::0<:::.: .. -... - 40.15 AC. scale OF RENTON 1.15 AC. " " " " i j ~ I ~\ I / JOHN C EDWARDS / /J , " / / . , j IR~' jlJ,! !'~ ,I ~~/ MAPLEWOOP' i 9{r 8. (OUN" / " /' 39.12 AC. • C, I / S/ ! , , 1 7' r f.... I ~ /'~! D~~LoIMENT PLANNING ;' 70FRENTON / ./ JUN 2 1 2005 II/RECEIVED ;' / . '. .,--~ . GRAPHIC SCALE 20 a 10 20 40 BO ~ I .1 I I I I ( IN FEET ) 1 inch = 20 ft. File Name REVISION 1: ADD 15' LANDSCAPE BUFFER PER CITY REQ'T <.c;~' ~ .. .~. c .. LANDSCAPE PLAN LARRY'S MAPLEWOOD ESPRESSO WAPLEWOOD PLACE SE & IIAPLE VAlLEY IDGHlIAY v--__ DECIDUOUS TREE 1--..::w:~+---#1 CHAINLOCK, LC)CK & STAPLE TO STAKE 1e---(2) 2,2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INlINE ~--2w LAYER BARK MULCH t?5~j~~f~=-=" 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WlRr' BASKET +--50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE OIAM. OF ROOTBAI_L TREE STAKING DETAIL N.T.So Dale: 3-17-05 Scalel" = 20' Drawn BJI.B.L. Approved By: Revis<6l;3-D5 PLANT PIT TWICE ROOlBALL DiAM. TREE ~~--2,,2 FIR TREE STAKE PLANT PIT TWICE ROOTBAll DIAM. ., III ,,------#1 CHAINlOCK. lOCK STAPLE TO STAKE lj III BARK MULCH ~~~~~4~~~:;~~D~I:SH~ED EDGE :if TOP THIRD ~~JJ ~"": 2" LAYER BARK =:::;:; :.:~~~ ;;::::E=-2" DISHED EDGE 7l'h<~':::::+--FOLD BACK TOP THIRD OF BURLAP -l---50/50 TOPSOIL/ NATIVE SOIL MIX OF BURLAP & REMOVE WIRE BASKET ~~>---<:.-J,d. ___ "0, TOPSOlL/ SHRUB PLANTING DETAIL CONIFEROUS TREE STAKING N.T.S. N.T.S. NOTES INSTALL 6" COMPOSTED TOPSOIL IN ALL PLANT AND LAWN AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS. INSTALL 5' DIAM. CIRCLE OF BARK AROUND ALL TREES IN LAWN AREA. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR. NO SUBSTITUTIONS WITHOUT CONSENT OF LANDSCAPE ARCHITECT . PLANT LIST 14 CHAMAECYPARIS NOOTKATENSIS -ALASKA WEEPING CEDAR 6-7' HT. 18' O.C. 16 ACER RUBRUM 'RED SUNSET' -RED SUNSET MAPLE 2" CAL. SPACING AS SHOWN o 6 PRUNUS BURIANA -FLOWERING PLUM 1 1/2" CAL SPAC1NG AS SHOWN o 104 MAHQNIA AQUIFOLIUM -OREGONGRAPE 5 GAL. 5' D.C. ~ 19 RHOD. 'UNIQUE' -UNIQUE RHOD. 15-18" HT. 4' ~.C. o 43 PRUN. LAUR. 'OTTO LUYI<EN' -OTTO LUYKEN LAUREL 2 GAL 3' D.C. o 16 THUJA PYR. 'SMAGARO' -EMERALD GREEN ARBORVITAE 5' HT. 3' O.C. AU ARCTOSTAPHYLOS UVA-URSI -KINNIKINNICK 1 GAL. 24" D.C. INSTALL IN ALL PLANT BEDS LAWN SOD OR H'rDROSEEDED LAWN SOIL MIX STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT J)87r:m mon , , DAVID 8 .. LOWMAN CERTIFlCATE NO. 387 J~--EAGLE DESIGN 26007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 Sheet L 1 of 1 \ \ \ \ GRAPHIC SCALE 20 0 10 20 40 60 ~ ~ ! I I I ( IN FEET ) 1 inch = 20 ft. "Ie Name REVlSION 1: REVISE IRRIGATION TO MATCH NEW SITE PLAN PER CITY REQ'T \ \ ,-~ "' "-"-"-"-"-"' "4'------- INSTALL DRIP IRRlGAllOM UNE IN nils PLANlER 'MlH FL lERS AND LOW ~"""",-VQW", CONtROL VAL\I£ --.'"' . . IRRIGATION PLAN LARRY'S MAPLEWOOD ESPRESSO MAPLEWOOD PLACE SE & MAPLE VALLEY IfiGHWAY ~ PI'[ I!Imt ASSIIdI.Yl Wih ""'-""U. $1IIEI" G.L 1'\0& lICN oiO lEE OR ru. u __ POP-uP SPRAY OR ROTOR SPRINKLER DETAIL .". c' Del« 3-17-05 Baale: 1" = 20' Oren By: D.B.L. 1le¥1eed: 8-3-05 ~------- ~-""'_~ I!HaIII CF .... COUD TOfT CtNIECmI ~:-=. = eMIt: "mI1=;;;~2:';=:jjr:=FHSH OIWJ(/YIJP ('A' IIM.CM "l II!U()1! 00KTII0l 1MI.\'E: 2~~~~"'Ii!f;.,,,) 1'\':_..., 1IIIol£/ClofIf'ta PIlI; $CII 40 'lEI: 011 B.I. ~-- REMOTE CONTROL VALVE DETAIL QUICK-COUPLING VALVE ---- BACK FLOW PREVENTER DETAIL IRRIGATION LEGEND RAINBIRD "T-BIRD" ROTOR ON S~NG PIPE RISER PER DETAIL ® RAINBIRD 18D6 ON S~NG PIPE RISER PER DETAIL ~ RAINBIRD 100-PEB CONTROL VALVE IN STD BOX PER DETAIL @]@] (2) RAINBIRD CONTROLLERS, ESP-5Si AND ESP-SSi WALL MOUNT INTERIOR POWER BY ELECTRICIAN AND CONDUIT FROM CONTROLLERS TO EXTERIOR PLANT BED~ N 1" FEBCO B50 DVC IN JUMBO BOX PER DETAIL [XI 1" CRANE GATE VALVE IN 10" PIT AS IRR. SHUTOFF [iD 1" IRRIGATION DEDUCT METER PER CITY SPECIFICATIONS BY UTILITIES CONTRACTOR e RAINBIRD 33LVC QUICK COUPLER, SH-O & 33K PER DETAIL. - - ---CLASS 200 PVC LATERALS AT 12" DEPTH MIN. UNMARKED IS 3/4" 1 1/2" SCH40 PVC MAIN AT lS" DEPTH MIN. NOTES ALL PIPE AND ~RE UNDER PA VlNG IN SCH40 PVC SLEEVE ~CE DIAM. OF INSERT PIPE. PROVlDE ONE YEAR WRITTEN WARRANTY ON ALL PARTS AND LABOR. PROVlDE ACCURATE AS BUILT PLAN. PROVlDE ALL PERMITS AND INSPECTIONS. DESIGN BASED ON 20 GPM AND 60 PSI AT P.O.C. IF LESS, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION BEGINS. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PLAN IS SCHEMA TIC. FIELD MODI FICA TlONS MAY BE REQUIRED. NO SUBSTITUTIONS. )jEhu woo EAGLE DESIGN 28001 NE 27th DR. REDYOND. WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 DAVID B. LOWMAN CERTIFICATE NO. 387 SheeL IR 1 of 1 -I ~ a 0 ~ a I-a 2: 0 ~ u W -I -J o ;5 a..(.f) 2: «(.f) 0 ~WN ~-a...~ V)(.f)O .. w:r: >-a::: a::: « -J ~~ ~~ (3 a: ~Ol ~~ ~~ 0 .... ~ ~ ~ ~ 0 U z t? z w '" ~ ~ I I ;:; '" ...,. "'" ~ ~ . "- 1':1 ~ ~ '" J., ~ ~ tf~ '" i!l ~, ... ~ ~ ~ '" -= jl; :Q ~~ ~ ~ ~ w ~ Cl z Q (f) G:i Il:: o z AQUIFER PROTECTION NOTCE: THE LOTS CREA TED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITIES SOLE SOURCE OF DRINKING WA TER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NA TURAL BARRIER BETWEEN THE WA TER TABLE AND GROUND WA TER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFAC£ IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WA TER. UTILI TY CONFLIC T NO TE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THl-LOCA TlON, DIMENSION AND DEPTH OF ALL UTILITIES WHETHER SHOWN ON THE PLANS OR /' NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND /' VERTICAL LOCA TlON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCA TE @ 1-800-424-5555 AND THEN POTHOLING ALL OF rHflXISTING UTILITIES AT LOCA TlONS OF NEW UTILITY CROSSINGS TO PHYSYCALL Y 'rIfRIFY WHETHER OR NOT CONFLICTS EXIST. LOCA TlONS OF SAID UTlLl7IE~AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT Tj7VERIFICATION. / / / 50' TEMPORARY OL YMPIC PIPELINE REC NO. 5743789 '/ ,', , " ~ .. /,'"', . " ,,--~ - " , ~ " ~ ~ '" , .. " ~ EX CB TYPE 1 ' " ~ RIM=66.48 I!fJ ", IE=63.38-12" I . , " LEGAL DESCRPTION PARCEL A TRACT B OF MAPLEWOOD DIVISION NO.2, RECORDED IN VOLUME 39 A T PAGE 39 OF PLA TS RECORDS OF KING COUNTY, WASHINGTON, EXCEPT PORTION CONVEYED FOR SR 169. PARCEL B LOT C OF CITY OF RENTON, LUA-99-167-LLA RECORDED MA Y 22, 2000 UNDER RECORDING NUMBER 20000222900016 BEING A PORTION OF THE DEFENSE PLANT CORPORA TlON RIGHT OF WA Y, LOCA TED IN GOVERNMENT 6, SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, w'M., IN KING COUNTY, WASHINGTON LEGEND @ EX SSMH EX CA TCH BASIN TYPE 1 @ EX CA TCH BASIN TYPE 2 X WAlER VALVE ~ FIRE HYDRANT WATER METER Ell IRRIGA TlON VAL VE ? WA TER BLOW OFF OJ TELEPHONE CABINET 1m CABLE TV CABINET III GAS VALVE JQJ GAS METER ([) TELEPHONE MANHOLE lEI POWER VAULT @ LIGHT POLE ):{ YARD LIGHT 49 MONITORING WELL 9< PEDESTRIAN PUSH BUTTON POLE .n.. SIGN -"-"-TWO POST SIGN ~ TRAFFIC JUNC770N BOX 9 * o DECIDUOUS TREE CONIFER TREE HEDGE -()-UTILI TY POLE E-GUY POLE CJ MAIL BOX co::n ROCKERY S MON IN CASE @ SURFACE BRASS MONUMENT )f( PK NAIL FOUND REBAR & CAP OR IRON PIPE • SET REBAR W/CAP + SEC CORNER D()::::J QUARTER CORNER \ PORTION OF THE SE 1/4 OF SE 1/4 SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, STA TE OF WASHINGTON W.M. LUA ___ -~O~4c~O~4~J-____ __ //\ \ ':;" \ \ '. ---L=39.75' R=25.00' SHEET INDEX SHT# DESCRIPTION 1 OF 6 COVER SHEET AND SURVEY CONTROL 2 OF 6 DRAINAGE, UTILITY & PA VlNG 3 OF 6 GENERAL NOTES & DETAILS 4 OF 6 UTILITY NOTED & DETAILS 5 OF 6 TEMPORARY EROSION PLAN 6 OF 6 EROSION DETAILS L=27.2.1 ~~ • ~5.00' ~=27.~ - R=25.00' . . , "'. <{<j?' '., . .~(-,::,~--" LND ISSJ GRAPHIC SCALE 20 0 10 20 -W 80 ~~I~I--!~~~I ( IN FEET) 1 inch ~ 20 ft. 11 (7fh'l;r;C;'tB;5.TYPE 1 . 67 IE=58.37 IE=62.75-12"SW / / / / /' -,' '. <: ;",'\r: / c;'/ / / ~ <,,,,, EX FH ' RECOMMENDED FOR APPROVAL By __________ DATE ____ _ BY DATE __ BY DATE ____ _ BY DATE ____ _ BY DATE __ -"'" 88201SITE.DWG COVER ~~ ~~ ~Q: ~~ <q;~ ~-q; ~; ~ z 8 z w '" ; ~ I I iO .. ~~ . "- ~ '" -~ J. ~ ~ ~..., ~ ~ '" I >-~ ~ ~ '" -= "' l(] ~; Pj ~ 18 it w !;;: a z o (/) (;j '" ci z '2' MIN. '2' MIN. • L-_2-AC/ CLASS -8- SU"FACING (MIN. SECT) L-__ ~. CRUSHED SU{lfACING OF-COURSErS/So MINUS) L-___ ~4" CRUSHED SURFACING BA~ COURSE(/-1/4" MINUS) L-_____ ~.A\IEZ.. BASE AS NECESSARY TO '!:;TABfUZ1£ PA VEMENT PRIVATE DRIVEWAY AND PARKING SECTION NTS 10" 6" I I MIN. _'l. liZ" 5" Z 1/~':-' *T OP OF LIP AT DRIVEWAYS Ic'~~ ----. VARIES I * • ':-1 R"j." 8:::J <0 I I I~ 'l-Y/A':: ~ I ·/-v,< '/ % %0 ~"''0,~W EXTRUDED ASPHALT OR CEMENT CONCRETE CURB '. '. '! i ~~, 5~~~~ " .."" "" " .: :, "" . ~ ..' . . . '" '. . :::; :.' • " • ••• •• '. '10 6 "1" r'?~1 CO •••••••• : ••••••••• ~. .' • «. '., • • • ." ••••• : ••••• : •••• :.':. ••• 0" " . . . . 1 '-6" ~-----------~ * NOTE: TOP OF CURB @ DRIVEWA Y APPROACH CEMENT CONCRETE VERTICAL CURB AND GUTTER N, T.5, NOTES: 1. ACCESSIBLE RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID VlITH 112' SPACING, 4" CEMENT CONCRE:!k SIDEWALK AND SECTION A-A MATCH EXISTING OR &~~t~~E CEMENT CONCRETE SIDEWALK ACCESSIBLE ROUTE DETAILS /' / / REPAIR & / / / . . -'F,; EX CB TYPE 1 " RIM=66.48 IE=63.38-72" PORTION OF\ !..HE SE 1/4 OF SE 1/4 SECTION 16(YOWNSHIP "43 NORTH, RANGE 5 EAST, CITY OF RENTON, ST-A T£ OF\.WASHINGTON / \ ~\> \ / \ W.M. . REPL .. ACE DAMAGED w~rt-_'o A5..REQu/RED ~ I / / ~ /' / ~~~ COMMERCIAL ~ ~-Y& CURB CUT. MAKE CUTS AT DUMMY , JOINTS OR EXPANSION .I JOINTS . ~ REMOVE EX DRIVEWA YS. IN~ ~v FENCE POST 6' HARD! PLANK. MOIJNT ON , '2 TREA 7CJ) PL)1I'()(V , NEW CURB GUTTER AND SlDWALK. ~ M~KE CUTS A T DUMMY JOINTS ~XPANSION JOINTS. 30" BURY 10'X10' DUMPSTER ENCLOSURE DETAIL N. r.s. LUA. __ ~~O~4~~O~43~ __ __ LND GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. INSTALL NEW RRE HYDRANT 1-16 X6" TAPPING TEE(MJXFL) / '. 1-6" GV (FLXMJ) b$>;, 1-5" MVO FIRE HYDRANT ??;>' ?S~J'.: ... ~ '$>6'-/fr CON:~.TE BLOCKING . • I,. '. '. ', .... ':... ~ ........ . '-,'. '. ' , , , , , LCPE ! " / IE=63.00-12" " 1VEWA Y & CURB CUT. " • , , , /' / / / / RECOMMENDED FOR APPROVAL BY BY BY BY BY o , <0 EX FH DATE DATE DATE DATE DATE -,.. 88201 SITE.DWG STDR ~ ::! ~ ~ II! ~ ~ i!. /:: ~ ~ ~ .. (J) -J -~ ltJ a ~ ~ g " lit !!i II! ~ ~ i!. /:: ~ ~ ~ - w !;;: o z 0 Vi ~ 0::: 0 z GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PUBLIC WORKS, DESIGN ENGINEER. 10. GAL VANIZED STEEL AND ALUMINIUMIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HA VE ASPHALT TREA TMENT #1 OR BETTER INSIDE AND OUTSIDE. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LA TEST EDmON OF STANDARD SPECIFICA TlONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY W.S.D.O. T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15' FEET FROM THE TOP OF ANY CHANNEL BANK. CLASS 'B' 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10' FEET BELOW PA VEMENT LEVEL. J THE STORM DRAIN SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DElilA TlON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WA TER UTILITY. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. '2" TO 6" .~-- 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVA TlONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTA TlON/EROSION FACILITIES MUST BE IN OPERA TlON PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA TlSFACTORIL Y MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERA TlON PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WA TER UTILITY. 8. GRASS SEED MA Y BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WA TER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA TlON FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA TlON MA TERIAL AS WELL AS THE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA TERIAL TO UNIFORM GRADE SO THA T THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UN/FORML Y DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C~ WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MIN. 95% FOR PA VEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" UNDER AND OVER P.lI.c. PIPE. "'" .c ... 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF l' FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WA TER UTILITY. AN ACCURA TEL Y DIMENSIONED CERTIFIED "AS-BUILT" DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGA TlON AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGA TlON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUA TE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE HEAL TH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAmc FLOW SHALL REQUIRE AN APPROVED TRAmc CONTROL PLAN BY THE TRAmc ENGINEERfNG Dill. OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.D, O. T. STANDARD SPECIFICA TlONS 1-07-23, TRAmc CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCA TlON IS WITHIN THE AQUIFER PROTECTION AREA. CLASS "[" OR CLASS "B" FRAME AND GRA TE <j' I -#3 BAR HO <j' 2 -#3 BAR HOOP " \J.\tI ~ :3 BAR EACH CORNER #3 BAR EACH SIDE <j' s-- • )~ " s--'J <0-· 4" MIN "'0-_ 6" RISER SECTION ~ NOTES: 1. CA TCH BASIN TO 8E CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICA TlONS. 6" "'0', 2. AS AN ACCEPTED ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY 8E USED, WELDED WIRE FABRIC SHALL COMPL Y TO ASTM A 497 (AASHTO M 221), WIRE FA8RIC SHALL NOT 8E PLACE IN THE KNOCKOUTS. 12" RISER SEC nON 3. THE BOTTOM OF THE PRECAST BASE SECTION MA Y BE ROUNDED. 4. PRECAST BASES SHALL 8E FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HA w: A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MA Y BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20"; KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. PIPE TO BE "'0-. INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. -;t' -- 6. KNOCKOUTS OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CA TCH 8ASIN WALL THICKNESS. -01,.0 7. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT 8. , PRECAST BASE SECTION ::t (MEASUREMENT A T THE TOP 9. IS 5'-0". THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. t---6.5' MN.----I 2.5' ~t~-MINrt' 1---6.5' MIN.------o._1 - ~ ~~~~;~3/8" EXPANSION---~ :( JOINTS SEE NOTE 2 DRIVEWAY DR ALLEY RESIDENTIAL, 10' MIN, TO 20' MAX. COMMERCIAL, 15' MIN, TO 30' MAX, INDUSTRIAL' 15' MIN, TO 50' MAX, A~ ~-SEE NOTE 1 SIDE'vIALK FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS '8' * ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE 10" 4" EXPANSION JOINT • 6.S MIN.-J 2" DEPTH OF GRIND OR SAWCUT AND REMOVE. CENTER LINE OR LANE LINE TYPICAL PA TCH FOR FLEXIBLE PA VEMENT WHEN PERPENDICULAR TO ROADWA Y CRUSHED ROCK, FLOWABLE FILL, OR AS REQUIRED BY ENGINEER. ALTERNATE 2 WHEN THERE IS NO PLANTING STRIP 10" CURB AND GUTTER SHO'JN HO'JEVER, OTHER CURBS MAY BE USED (SEE STANDARD PLANS) NOTE, EXPANSION JDlNTS SEE NOTE 2 6' MIN ."~~.' 18" ,.~~,~ to" CCJlM£RClAl... rR IHIIlISTRIAL SEE DETAIL "AU SECTION A-A SCORE L1NE~ ~ DETAIL A APPROACH 'JITH MONOLITHIC CURB SEE NOTE 5 CEN TER LINE DWG. #HR-23 I. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' CIC NOR LESS THAN 10' CIC, THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-114" DEEP, SEE OVERLAY DETAIL FOR MIN PAVING STANDARDS. OR RENTON DWG# HR-OS FOR MIN. STANDARDS. 2, 112" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) or APPROACH, 3, CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED 4, ALL JOINTS SHALL BE CLEANED AND EDGED, 5, APPROACH SHALL NOT BE POURED INTEGRAL 'JITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL 'JITH STANDARD CURB <SEE DETAIL "A"), 6. SUBGRADE COMPACTION SHALL BE 957. MODIFIED PROCTOR, ..,----1/2"X4" EXPANSION =====F;Z: ~ MA TCRIAL 1/4"R A T JOIN TS -----. ¥L1/4"/FT SLOPE 1/2"R 1/2"x5" EXPANSION MATCRIAL CURB RETURN ONL Y 4" PA VEMENT PER PLANS _ STANDARD CEM. CONC. CURB AND GUTTER SCORE LINES TO BE RADIAL ro CURB ANO GUTTER CEM. CONC. CURB AND GUTTER SECnON A-A SCORE----t LINES B t 1/4" her SLOPE B 1/2"Rl.. ;;2"R '~==~~~~~~~PA.R.K.W..~.Y .. "W" -WIDTH OF SIDEWALK GENERAL NO rES 4' SIDEWALK SEcnON 8-8 PA VEMENT PER PLANS STANDARD CEM. CONC . CURB AND GUTTER JOINTS: DUMMY JOINTS SHALL 8E PLACED NOT TO EXCEED 15' C/C NOR LESS THAN la' C/C. THEY SHAU NOT 8E LESS THAN 3/16" IN THHICKNESS AND SHALL 8E EXTENDED 2' BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL 8E PLACED A T AU COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND I" BELOW CONCRETE. WHERE THE SIDEKALK IS TO PLACED AGAINST THE CUR8 AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"xS" EXPANSION MA TERIAL SHALL BE PLACED FROM PC'C TO PR'S A T ALL CURB RETURNS. 1/2"x4" EXPANSION MA TERIAL SHALL 8E PLACED AT EltmY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR AU SIDEWALKS SHAU CONFORM TO THE REQUIREMENTS OF CLASS "B" (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL 8E CLASS 3000 & HAVE A 8ROOM FINISH WITH AU EDGES HAVING A 2-1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIRED PROCTOR). * 1/2" 1]7/,,/'.' 1-1/4'" 0 0 0 rOO * NOMINAL DIMENSIONS RAMP TEXTURE DETAIL J/8" EXPANSION JOINT ~""70.::::::::12-::!-~LANDING (4' MIN), WHEN 1 4' PROVIDE 12: 1 SIDE NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM HET CONCRETE TO LEAVE A DIOMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIOMOND PA TTERN SHALL BE PERPENDICULAR TO THE CURB, GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE. 2. CURB RAMP DESIGN A, B, C SHALL BE SPECIRED IN THE CONTRACT PLANS OR SPECIAL PROVISIONS. SEE STANDARD PLAN "CEMENT CONCRETE SIDEWALK" FOR CURB RAMP DESIGNS AND CROSS-SECTIONS. 3, CURB RAMPS VrfLL NOT BE POURED INTCGRAL WITH SIDEWALK AND SHALL BE ISOLA TED BY EXPANSION JOINT MA TERIAL ON ALL SIDES, BUT NOT A T THE END OF THE RAMP ADJACENT TO THE ROADWA Y. 4, INLETS SHALL BE LOCA TED SO THA T RUNOFF DOES NOT FLOW PAST THE CURB RAMP. CCMENT CONCRETE DRIVEWA Y OR ALLEY APPROACH RECOMMENDED FOR APPROVAL BY BY BY DATE DATE DATE OF THE BASE) CA TCH BASIN FRAME AND GRA TE SHALL 8E IN ACCORDANCE WITH STANDARD SPECIFICA TlONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL 8E FINISHED TO ASSURE NON-ROCKING FIT. tlIll ~ LANDING IS LESS THAN 1 10tllll FLARES OR USE CURB RAMP TEXTURE SEE ,z;:----:::::; RAMP AL TERNA TES, DETAIL &' NOTE 1 ,~, 5. MOUNTING HEIGHT FOR HANDICAP PARKING SIGN R7-801 SHALL BE 48". BY DATE #3 8AR EACH WA Y''"'''''':::::: __ ~=-~ ..... CATCH BASIN TYPE 1 10. FRAME AND GRATE MAY 8E INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. FLUSH NOT TO EXCEED 1/2" SEE CURB RAMP NOTE 6, 6, CHANGES IN LEVEL UP TO 1/4" MA Y BE VERTICAL AND WITHOUT EDGE TREA !MENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREA TER THAN I: 2. BY DATE ........... 8710lDDT.DWG """, 3 OF> 6 S T D R I a o o 3: (/) -J -i5 lLJ UJ a -J 0 _y ct.(/)'"'Q «~(/) ~Q::lLJ QI- (f)~~ .. >-a:: a:: :3 ~~ ~~ <:Sa:: ~01 ~~ ~~ 0 .... ..-.~ ~ ...: ...: r :I: :>l I '" ~ r ~ - z ::? z w '" ~ ~ ~ .!. ~ ~ '-'", ~ ~ . "- l::l " -~ J, I!i OJ ~l2 ~ :g .... .!. ~ ~ ." -= ;!; ~ ~~ ~ ~ <0 0: ...: r r tr "-2t w !;;: Cl >-OJ z o Vi (5 tr ci z ...: r :>l WATER UTILITY -GENERAL NOTES I.ALL WORK MA TERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA TlONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE ' WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL Bt KEPT ON SITE A T ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8: 30 AM TO 3: 30 PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3.ALL LOCA TlONS OF EXISTING UTILITIES SHOWN ARE APPROXIMA TE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA TlON SO AS TO A VOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCA TE CALL 48 HOUR LOCA TORS, 1-800-424-5555. 4.ALL WA TER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cll0 AND Cl11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA Cl04 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POL YETHYLENE WRAPPED PER ANSI/AWWA Cl05-77 STANDARDS. 5.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RA TED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA Cl10/A21.10-82 OR ANS!/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTING WHICH HA VE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL Bt IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82 OR A COMBINATION OF ANSI/AWWA Cl1O/A21.10.82 AND ANSI/AWWA C153/A21.5J-84 SUCH THA T THE PORTION OF THE FITTING WITH A MECHANICAt JOINT(S), MAY BE IN ACCORDANCE WITH ANS!/AWWA CI53/A21.53-84 AND THA T PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA Cl1O/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANS!/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA Cl10/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6.GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BOD Y, BRONZED-MOUN TED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VAL VES SHALL BE DESIGNED FOR A MINIMUM WA TER OPERA TING PRESSURE OF 200 PSI. GA TE VALVES SHALL BE CLOW LIST 13, MUELLER COMPANY NO. A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAUL T. SEE WA TER STANDARD DETAIL FOR 12" GA TE VALVE ASSEMBL Y VAULT AND 1" BYPASS INSTALLATION. 7.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M. V. O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NA TlONAL STANDARD 7 INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON OPERA TING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8.ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WA TER MAIN 12 INCHES AND LARGER SHALL BE A T A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WA TER MAINS ARE TO BE LOWERED TO CLEAR. 9.ALL WA TER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POL Y PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL 2 LB\CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COA TlNG ON THE REAR OF "PIG" ONL Y. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PREFORM THE CLEANING OPERA TlON. 9A.ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICA TlONS OF THE CITY OF RENTON AND THE WASHINGTON STA TE HEAL TH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTA TlVE OF THE CITY OF RENTON. 9B.ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRA TION) CHLORINE/WA TER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICA TlONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DA YS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMA TlON SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICA TlONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCA VA TlON AND MA TERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICA TlONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA TlVE OF THE CITY or RENTON. IT SHALL BE THE CONTRACTOR'S RESPONS/BIUTY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS SANITARY SEWER NOTES & SPECIFICA TIONS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUlL T DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 17. ASPHAL T AND CONCRETE STREET PA VlNG SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MA T STREETS MA YH BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PA TCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVA TlON WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DA Y.S. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PA TCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. -LEVEL ALL GROUND MIN .3' RADIUS 5" STORTZ LEVEL ALL GROUND..-t:t MIN 3' RADIUS ~ ONE MAN ROCK ... ~ F- HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 A_ AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT (>-----_~r:M:"\~iiI INLET WITH LUGS. ~EJ 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS @~ NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF MAX 4" !vi ~18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 1. ALL WORK MA TERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND ~lPECIFICA TlONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST l,DITION OF THE WSDT/APWA STANDARDS AND SPECIFICA TlONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDA YS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA TlONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STA TE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA TlON, LA TEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICA TlONS. 4. ALL LOCA TlONS OF EXISTING UTILITIES SHOWN ARE APPROXIMA TE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA TlON SO AS TO A VOID DAMAGE OR DISTURBANCE, 5. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELA TED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS . 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10, THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUlL T DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE IN LA YERS WITH A LOOSE A VERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES, THOROUGHL Y TAMPING EACH LA YER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS HOT MIX PA TCH SHALL BE PLACED WITHIN 10 DA YS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DA TUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA TlSFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA TION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA TlONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA TlON MA TERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA TERIAL TO UNIFORM GRADE SO THA T THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POL YViNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UN-IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PA VED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MA TCH PA VlNG. TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD MIN 2''1 L,..- X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. .L rr"" I .£ RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. P1-Al'N/T4E"DPWlENTHTAGTWONO °CPOEARTASTIONFG pNAUITN'TFlpRREESHEYDRVRAATN'VET TO 8E", I .,.1\ ~1IPr:-"""-1If . ';',~'" b., ':, / \ PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. F"'" PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 42" MIN V CONCRETE BLOCKING FIRE HYDRANT EXTIENSION TO BE USED IF REQUIRED. )£ BURY '~';\ /"" CONCRETE BLOCKING;:; \ ~ .~;. c;:Y )]~~~ 0 ]':; RECOMMENDED FOR APPROVAL ',' . :\:;:'- ";' " ~!:) ", ' " ,"'e""" "L_ tvi~ ,," . -~', '.~-"-/ '. CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILIE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO .3/4" STEEL TIE RODS. SEE SID DETAIL FOR TIE RODS, 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD, WASHED DRAIN ROCK (.3" TO .3/8") FIRE HYDRANT ASSEMBLY dl .... BY _____ DATE __ _ BY DATE __ BY DATE __ BY DATE __ BY DATE _HI>. 88201 SITE.OWG ...... '4"'6 WATER z ~ 0:: z o Ul (;j 0:: ci z EROSION CON TROL NO TES 1. BEFORE ANY CONSTRUCnON OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCnON MEEnNG MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEERS. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA nON PRESERVA nON AS PRESCRIBED ON THE PLAN SHALL BE CLEARL Y FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRucnON. 3. ALL REQUIRED SEDIMENTA TlON/EROSION CONTROL FACILInES MUST BE CONSTRUCTED AND IN OPERA nON PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THA T SEDIMENT LADEN WA TER DOES NOT ENTER THE NA TURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILInES SHALL BE MAINTAINED IN A SA nSFACTORY CONDmON UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENnAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTA TlON, MAINTENANCE, REPLACEMENT AND ADDInONS TO EROSION/SEDIMENTA TlON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTAnON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANnCIPA TED SITE CONDmONS. AS CONSTRucnON PROGRESSES AND UNEXPECTED OR SEASONAL CONDmONS DICTA TE. THE PERMITTEE SHALL ANnCIPA TE THA T MORE EROSION AND SEDIMENTA nON CONTROL FACILInES WILL BE NECESSARY TO INSURE COMPLETE SILTAnON CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRucnON, IT SHALL BE THE OBLIGA nON AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDmONS THAT MAY BE CREATED BY HIS ACTlVlnES AND TO PROVIDE ADDmONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MA Y BE NEEDED TO PROTECT ADJACENT PROPERnES AND WA TER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. S. APPROVAL OF THE PLAN IS FOR EROSION/SEDIMENTA nON CONTROL ONL Y. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCA nON OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FAClLmE~;. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREA TER THEN S,OOO SQUARE FEET, THA T ARE TO BE LEFT UNWORKED FOR MORE THAN TWEL VE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLAsnc COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA nON AND WHERE NO FURTHER WORK IS ANnCIPA TED FOR A PERIOD OF 30 DA YS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIA TEL Y STABILIZED WITH MULCHING, GRASS PLANnNG OR OTHER APPROVED EROSION CONTROL TREA TMENT APPLICABLE TO THE nME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONL Y DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MA Y PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREA TMENT APPROVED BY THE CITY OF RENTON, OUTS/oE THE SPECIFIED nME PERIOD. B. FOR ALL EROSION/SEDIMENTA nON CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3: 1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRucnON ENTRANCE 30' X 50' X B" OF 4" -6 INCH QUARRY SPALLS SHALL BE LOCA TED A T ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRucnON SITE. CONS TRUC TION SEOUENCE NO rES 1. ARRANGE AND ATTEND PRE-CONSTRUCTJON MEETING WITH CITY OF RENTON DEPT. OF PUBLIC WORKS. 2. Fl.AG PROPERTY LINES AND CLEARING LIMITS. 3. INSTALL ROCK CONSTRUCTION ENTRANCE. 4. ERECT RLTER FENCE. 5. CLEAR FOR AND INSTALL SEDIMENT TRAP PER PLAN. 6. CLEAR AND GRUBB SITE. 7. CONSTRUCT INTERCEPTOR DITCHS (WITH ROCK CHECK DAMS, IF NECESSARY) TO TEMPORARY SEDIMENT TRAP. B. DURING THE PERIOD OCT. 1 TO MAR. 31, ALL PROJECT AREAS GREA TER THAN 5000 SF SHALL BE MULCHED. 9. ROUGH GRADE PER ROADWA Y AND GRADING PLAN. 10. INSTALL REMAINDER OF STORM DRAINAGE DETENnON SYSTEM. 11. INSTALL STORM DRAINAGE CONEYANCE SYSTEM: STORM PIPES, DITCHES, CB, MH, ETC. 12. INSTALL INTERIM CB SILT TRAP PROTECTION. 13. INSTALL OTHER UTILITIES: SANITARY SEWERS, WATER PIPES, ETC. 14. RNE GRADE AND PAW: THE SITE. 15. HYDROSEED, MULCH, AND PLANT LANDSCAPE MA TERIAL5. 16. REMOW: THE REMAINING TEMPORARY/SEDIMENTATION CONTROL ONL Y AFTER THE SITE HAS BEEN STABILIZED AND THE RENTON SITE DEVELOPMENT INSPECTOR HAS APPROW:D THE REMOVAL. 17. CLEAN UP THE STORM DRAIN SYSTEM. PORTION OF THE SE 1/4 OF SE 1/4 S£CTlON 16. TOWNSHIP 23 NORTH, RANG£ 5 £AST, CITY OF R£NTON\. STA T£ OF WASHINGTON / ~~~ \ "~ ~~ ~-t-. / ~ '-& ~-< "" <:' ~;~ ~ "" " "- / ~~o~.J,. ~ '''~ 4 iN':', ~tr ~a ~ " / 0°' ~.. +/+ ~'-';:~i., ':/' .. ~. EX CB TYPE J RIM=66.4B IE=63.38-12" / / + / + \\ W.M. SEDIMENT TRAP -67-26 'X29 , TOP WEIR -66 -20'X23' BOT TRAP -63 2'X5' OVERFLOW ~'~. ",~~,~, 1'," -'. "' ! -. '-50' LONG X IS' WIDE OU~4!1fl:L..../ ~ 'SPALL CONSTRUCTION ACCESS. l$CA TE A T EXIST DRIVEWA Y. '-,., " "':" . ',. ~"~":' ". ( { SEED~/S SHEET. ",to>'l"'! ~ " fly ", <-',. ,'. , \ Iss;:] FABRIC SIL T FENCE BEFORE CLEARING . " GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. / , , / "', ' INSjTALL CB ,~TlON , ~ / • EX CB TYPE 1 RIM=65.67 IE=58.37 IE=62.75-12"SW .1 / .1 .1 .1 MAHi\U'/ / / I RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE ....... "" 88201SrTE.DWG TESP ~ a 0 0 3: U"l W -I - --'0 ~ Cl.U"l la..J «U"l a ~la..J z: 0::0 a.._ (f)U"lU"l .. la..J 0 >-a:: a:: « --' ~~ ~~ (;Q: ~01 .q;~ ~~ 0 .... ~ 0:: la..J z ::' z w '" ~ ~ :g .L iil ~ .... "" a1 ~ ~~ 1:l ~ -0..: oJ.. t>! <li tj., '" '" It :g .... .L ~ ~ '" -= ~ ~ ~; ~ ~ w ';( Cl z o V\ (,j '" ci z AL TER FABRIC NOTES A. mE FIL TER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO mE LENGm OF THE BARRIER TO A VOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, ALTER CLom SHALL BE SPLICED TOGEmER ONL Y A T A SUPPORT POST, Wlm A MIN. 6" OVERLAP. AND Bom ENDS SECURELY FASTENED TO mE POST. B. mE AL TER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW mE CONTOURS (WHERE FEASIBLE). mE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECUREL Y INTO mE GROUND (MIN. OF 30"). C. A TRENCH SHALL BE EXCA VA TED. ROUGHL Y 8" WIDE AND 12" DEEP, UPSLOPE AND ADJACENT TO mE WOOD POST TO ALLOW mE FIL TER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGm FIL TER FABRIC IS USED, A WIRE: ME:SH SUPPORT FENCE SHALL BE FASTENED SE:CURE:L Y TO mE UPSLOPE SIDE OF mE POSTS USING HEA VY WIRE STAPLES A T LEAST I" LONG. TIE WIRES. OR HOG RINGS. mE: WIRE: SHALL EXTEND INTO mE: TRENCH A MIN. OF 4" AND SHALL NOT E:XTEND MORE mAN 36" ABOVE mE ORIGINAL GROUND SURFACE. E. mE STANDARD STRENGTH FIL TER FABRIC SHALL BE STAPLED OR WIRED TO mE FENCE:. AND 20" OF THE FABRIC SHALL EXTEND INTO mE: TRE:NCH. THE FILTER FABRIC SHALL NOT EXTEND MORE mAN 36" ABOVE mE ORIGINAL GROUND SURFACE. FIL TER FABRIC SHALL NOT BE STAPLED TO EXISTING TREE:S. F. WHEN EXTRA STRE:NGTH FILTER FABRIC AND CLOSER J~OST SPACING ARE USEO, THE WIRE MESH SUPPORT FENCE MA Y BE ELlMlNA TED. IN SUCH A CASE, THE ALTER FABRIC IS STAPLED OR WIRED DIRECTLY TO mE POSTS WITH ALL omER PROVISIONS OF STANDARD NOTES APPL Y/NG. G. mE FENCE SHALL BE BACKFILLED Wlm 3/4" MIN. DIAMETER WASHED GRAVEL. H. ALTER FABRIC FENCES SHALL BE REMOVED WHEN mEY HAVE SERVED mEIR USEFUL PURPOSE, BUT NOT BEFORE mE UPSLOPE AREA HAS BEEN PERMANENTL Y STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEA,sT DAIL Y DURING PROLONGED ,'?AINFALL. ANY REQUIRED REPAIRS SNALL BE MADE IMMEOIA TEL Y. FlL TER FABRIC MA TERIAL 2" BY 2" BY 14 FABRIC OR E:QI~AL 2" BY 4" WOOD POST AL T. STEEL FENCE: POSTS. MIRAFI 100 X BIDUM OR FDlJ'IV FIL TER FABRIC MA TERIAL ROLLS. USE STAPLES OR WlR( A TTACH TO WIRE:. BY 4" WOOD POST T. STEEL FENCE POSTS. FIL TER FABRIC FENCE DETAIL N. T. S. CREST OF 6' WIDE 6' MIN 'MOTH E:MERGENCY SPILLWAY 67.0TOP BERM) 67.0 , 66.0 EMBANKMENT COMPACTED TO 95% _-._~~~'I;'7~~~-1--;PERVIOUS I.IA TERIALS SUCH AS GRA IH OR CLEAN SAND SHALL NOT BE USED SEmMENT~m:A~p~~~~~~~~~~~~~~~~~~~~~~~~ 460SQUARE FEET A T ELEV. 66.0(220'X23') TOP OF BERM =67.0 BO TT. ELEV. = 63.0 SEDIMEN T TRAP CROSS SEC TlON 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & l' DEPTH OF 2"-4" ROCK. l' DEPTH OF 3/4"-1/2" WASHED GRAVEL. SEDIMENT TRAP OUTLET NTS OVERFLOW SPILLWAY 6' MIN WIDTH NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM RI GROUND 12" MIN. ELEVATION ISTING GROUND EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES \,.lITH LESS THAN 1 OF EXPOSED SOIL. PLAN EXISTING DRIVE\,.I Y RAMP OR SITE S ROAD ~-R=25' MIN. 1. Use 4' to 8' quurry spulls or crushed rock for surfuclng us shown. Muteriul with 'fines' is not ucceptuble. 2. The 100' MiniMUM length shull be lengthened us necessury to insure Muteriul is not trucked into the public right-of-wuy . TEMPORARY ROCK CONSTRUCTION ENTRANCE DETAIL NO. BR23 STANDARD STRENGTH FIL TER FABRIC AROUND GRA TE CA TCH BASIN -- SEDIMENT PROTECTION FOR EXISTING CA TCH BASIN N. T.S. RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE _ ... 88201 SITE.DWG TESP ---~~---- l_ General structural Notes (THE FOLLO~IN6 AFPL Y UNLESS 5HOrIN OTHERY'lISE ON THE DRMIN65) GRITERIA: I. ALL MA1ERIAlS. ~IP. DESIISN. AND GONSTRlJCTlON 5I-W.L CONFORM TO THE DlWiIN65, SPEG I FI GAT! ONS, THE FO\.LOI'iIN6 6O'IERNI N6 GODE5: 2009 INTERNATIONAL BUILDIN6 WDE AMERIC,AN fOREST 4 PAPER A550c.IATION 2001 V100D FRAMED WNSTRIJ(,TION MANUAL (rFC,M) 2001 NATIONAL DESI6N SPEC,IFIC,ATION FOR ViOOD WNSTRIJ(,TION (NOs) AMERIC,AN INTIT1JTE OF TIMBER WNSTRIJ(,TION AMERIC,AN ('ONc.RETE INSTIT1JTE Ac.1 918-'1'1 AMERIC,AN ~FmoOD LUMBER STANDARDS (ASLS) 2. DESI6N LOArJIN6 GRI1ERIA: 5NOI'i LOAD. . I'iIND . . . . . . . . . . EARiHGUAKE . . . . . . . 50 P5F 85 i'fH, EXPOSURE 'G' ZONE DI, 5D5 = 0.8419, 501 = 0.459 5. 5TRUGTURAI. DRAl'iIN65 SHALL BE USED IN GONJ.JNGTION I'illH ARGHlTEGlURAL DRAl'iIN65 FOR BloolN6 AND GONSTRlJCTION. GONTRAGTOR 5HALL VERIFY DIMENSIONS AND GONDITIONS FOR COHFATI61LIT'I' AND SHALL NOTIFY ARQ-llTEGT OF ANY DISGREPANGIES PRIOR TO GONSTRUGTlON. 4. GONTRAGTOR 5HALL PROVIDE TEHPORAR'r' EJRK,1N6 FOR THE 5TRIJClURE AND 5TRIJCTURAl. GOHPONENTS UNTIL ALL FINAL GONt-fC,TIONS HAVE SEEN COHPl.ETED IN w.dlDANGE I'illH THE PLANS. 5. GONTRAGTOR SHALL 6E RESPONSI6LE FOR ALL SAFETT' PREGAUTIONS AND THE i'ETHODS, TEGHN I GUES , SEGUENGES OR f'ROGEDURES REOO I RED TO PERFORM THE I'm. 6. GONTRAGTOR-INITIATED GHAN6E5 5HALL BE SU6MITTED IN I'iRITIN6 TO THE 0I't£R AND 5TRIJClURAL EN6INEER FOR APmNAL PRIOR TO FAIlRIGATION OR GONSTRUGTION. GHAN6E5 5I1?t'tI ON SHOP DRAl'iIN65 ONLY I'iI LL NOT SATI SF'!' lH I 5 REOO I REMENT. 1. DlWiIN65 INDIGATE GENERAL AND T'l'PIGAL DETAILS OF GONSTRUGTlON. I'KRE GONDITIONS ARE NOT SPfC,IFIGAL\..'I' INDIGATED 6UT ARE OF SIMILAR GHARAG1ER TO DETAILS SHOI'tN, SIMILAR DETAILS OF GONSTRlJCTION SHALL 6E USED, 5lJflJ:C,T TO REVIEI'i AND APmNAL 6'T' THE otm AND THE 5TRUGlURAL EN6INEER. 8. SHOP DRAl'iI~ FOR REINFORGIN6 STEEL (FOR eolH GONGRETE AND MASONR'r' GONSTRlJCTION) AND STRlJClURAL STEEL, SHALL BE 5iJBMITTED TO THE 0I'ta AND 5TRIJClURAL EN6INEER FOR REVIEI'i PRIOR TO THE FAIlRIGATloN OF 1HE5E ITEMS. Q. SHOP DRAl'iIN6 REVIEI'i: DIMENSIONS AND GUANTITIES ARE NOT REVIEI'iED 6'T' THE EN6INEER OF RECORD, THEREFORE MUST BE VERIFIED 6'1' 'THE GONiRAGTOR. GONTRACTOR SHALL REVIEI'i AND STAMP DRAl'iIN65 PRIOR TO REVIEI'i BY EN6INEER OF RECORD. SU6MITTALS SHALL INCLUDE A REPRODUGI6LE AND ONE GOf'l'; REPRODlJC.I6LE l'il LL BE MARKED AND RElURNED. SHOP DRAl'iI N6 SU6H ITT ALS PROGE55ED 6'1' THE EN6 I NEER ARE NOT GHAN6E ORDERS. THE PURPOSE OF SHOP DlWiIN6 SUBMITTALS 6'T' T1-E GONTRAGTOR 15 TO DEMONSTRATE TO THE EN6INEER THAT tHE; CONl'RAGTOR UNDERSTAND5 THE DESI6N GONGEPT 6'1' INDIGATIN6 ttfiGH MA1ERIAL IS INTENDED TO BE FURNI5fofD AND INSTALLED AND 6'1' DETAILIN6 THE INTENDED FA6RIGATION AND INSTALLATION HE'1HOD5. IF DEVIATIONS, DISGREPANGIES, OR GONFLI GT5 BETIfiN SHOP DRAl'ii N6 suElHITT ALS AND THE GONTRAG T DOGUHENT5 ARE D I 5COVERED EI THER PRIOR TO OR AF1ER SHOP DRAl'iIN6 5U6MITTALS ARE PROCESSED 6'T' THE EN6INEER, THE DESIISN DRAl'iIN65 AND SPEc. I FI GAT I ONS 5HALL GONTROL AND SHALL 6E FOLLOI'iED. 10. I NSPEGTI ON: GONGRETE GONSTRUGTION, HASONR'I' GONSTRUGTION, STRlJClURAL STEEL FA6RIGATION AND ~TION (INa.UDIN6 FiaD tiELDIN6) , EXPANSION SOLTS AND THREADED EXPANSION I rISER 15, AND EPOX'I' 6ROUTEJ) INSTALLATIONS 5HALL BE SUPERVISED IN AGGORDANGE I'iIlH SEGTION 1101 OF THE UNIFORM BUILDIN6 WOE AND THE PRO.ET SPEGIFIGATIONS 6'T' A GUALIFIED TESTIN6 A6ENCi'l' DESI6NATEJ) 6'T' THE 0I'ta. THE 01'iNER AND 5TRUClURAL EN6INEER SHALL BE FURNISHED I'IIlH GOPIES OF ALL INSPEGTION REPORTS AND TEST RESULTS. GEOTEGHNIGAL: II. FOUN!2ATION NO'TE5: SUfl6RADE PREPARATION INGLUDIN6 DRAlNA6E, EXGAVATI ON , COHFAGTION, AND FILLIN6 REGlUlREI6T5, 5HALL COIf'ORM STRIGTL'I' I'iITH REc.oHHENDATIONS GIVEN IN THE SOILS REPGm OR AS DlRECTEJ) BY THE SOILS EN6INEER. FOOTIN65 SHALL BEAR ON SOLID UNDI5lUR8ED EARlH (GONTROU.ED, Wf'AGTEJ) STRUGlURAL FILL OR eolH) AT LEAST 18' 6EL0I'i L0f£5T ADJAGENT FINISHED 6RADE. FOOTIN6 DEPTHS/ ELEVATIONS 5I1?t'tI ON PLANS (OR IN DETAILS) Afi(f MINIMUM AND FOR 6UIDANGE ONLY; THE AGlUAL ELEVATIONS OF FOOTIN65 i'UST BE ESTA6Ll5fofD 6'1' THE GONTRAGTOR IN THE FlaD I'mIN6 I'iIlH THE TESTIN6 LA6 AND SOILS EN6INEER. 6ACKFILL 6EHIND ALL RETAININ6 JtiALL5 I'illH FREE DRAININ6 6RANlJLAR FILL AND PROVIDE FOR SU65URFAGE lIRA I NA6E AS NOTED I N THE SO I LS REPGm. ALLOJtiA6LE SO I L PRE55Ufi(f (NATI VE) ................... I ,500 P5F LATERAL EAR1li PRE55URE -PASS lVE . . . . . . . . . . . . . . . . . . . . . 150 PGF GOEffiCIENT OF FRIGTION ......................... 0.25 SOILS REPORT I([] UIlJIIGE: 2Gre IIlG TA6L.E 1004.2, SOIL GLASS 4. 01'iNER TO HIRE A 6EOTEGHNIGAL EN6Ii'm TO VERIFY SOIL GONDlTlONS PRIOR TO PLAGIN6 GONGRETE. ANGHORAGE: 12. EXPANSION eoLTS INTO cc.NGRETE 5I-W.L BE 'i'£D6E-ALL' i'£D6E ANCHORS. EXPANSION eoLTS INTO 6ROUTEJ) HA5ONR'f UNITS 5HALL BE 'SLEEVE-ALL' SLEEVE ANGHORS, AS MAJl8JFAGlURED 6'T' SIMPSON S1RON6-TlE INSTALL IN STRIGT AGGORDANGE I'IllH IGSO REPORT NO. ER-56~I, INGLUDIN6 MINIMUM EMBEDMENT REOOIREHENT5. eoLTS OR INSERTS INTO GONGRETE MA5ONR'I' OR 6RIGK MASOt-Rr' UNITS SHALL 6E INTO FULLY 6ROJTED c.aL5. SPfC,IAL INSPEGTION IS REGlUIRED FOR ALL EXPANSION eoLT AND INSERT INSTALLATION. EXPANSION eoLTS AND INSERTS 5I-W.L NOT 6E USED AS 5U65TIlU1E5 FOR EMBEDDED ANGI-k?R eoL T5 UNLESS SPEGIFIGALLY /ImINED 6'1' THE STRUGlURAL EN6INEER. 15. EPOX'l'-6ROUTEJ) ANGHOR5 (THREADED ROD OR REINFORGIN6 BAR) 5I-W.L BE 6ROIJTEI) I'IIlH EPOX'l'-TIE SET EPOX'l' 6'T' 51MPSON 51RON6-TIE ANGHORIN6 5'1'5TEMS. INSTALL IN 5TRIGT AGGORDANGE I'iIlH IGSO REPGm NO. ER-521'l. SPEGIAL INSPEGTION 15 fi(fG\)IRED FOR ALL EPOX'I'-6ROIJTED ANGHOR INSTALLATIONS. EPOX'I'-6ROUTED ANCHORS 5I-W.L NOT BE USED AS SU65TllU1E5 FOR EHI3EDDED ANGHOR SOL TS IJNLE55 SPEc. I FI GALL 'I' APPROVED 6'1' THE 5TRUGTURAl. EN6 I NEER. CONGREIE 14. WNGRETE SHALL BE MIXED, PROPGmIONED, GONVE'fEI) AND PL,IGED IN AGGORDANGE I'illH IIlG 5EC-TlON IqOS AND AGI :101. STfiEN6TH5 AT 28 DAYS AND MIX GRI1ERIA SHALL 6E AS FOLL0t'6: A. 5LA65 ON 6RADE f .. 4 FOClTIN6 28 DAY S1REN6TH5 MAXI MUM If' ~) SLUi'f 2 500 PSI" " , MINIHJM GMNTITIOUS MA 1ERI AL PER GU6 I G YARD 5 5AGK5 H MI XES SHALL 6E FROPORTIONED 50 AS NOT TO EXGEED TrlE MAX I MUM SLUMPS I ND I GATED . 14. '!HE MINIMUM AI-'O.JNTS OF Goo-ITITIOUS MATERIAL AND MAXIMUM AMOUNTS OF JtiA1ER MAY BE GHAN6ED IF A GONGRETE PERFORMANGE MIX IS 5U6MITTED TO TrlE STRUGlURAL EN6INEER AND THE WILDIN6 DEPARTMENT FOR AP'f"mIAL TI'iO I'iEEKS PRIOR TO PLAGIN6 AN'!' GONGRETE. TrlE ~ANGE MIX SHALL INGLUDE m: AI-'O.JNTS OF GEHENT, FINE AND WARSE A66RE6ATE, JtiATER AND ADHIXTIJRES AS HELL AS TIt JtiATER / GElfNTITIOUS MATERIAL RATIO, SLU11', GONGRETE YIELD, 5HRI~ DATA (MJ(f 5PEc.I FI ED) , AND SU65TANTIATIN6 STREN6TH DATA IN ACGORDANGE INFORMATION PRESENTED GONFORMS 6ENERALL'I' I'iITH THE GCJN11W,T DOGUHENTS. THE GONiRAC.TOR AND THE 5iJPI"LIER MA I NT A I N5 FULL RE5PON5 I 6 ILl T'I' FOR SPEc. I FI ED M I x PEWORMANGE. ALL WNGRETE l'iiTH SURFAGES EXPOSED TO STANDIN6 JtiA1ER 5HALL eE AIR-EN1RAINED I'iIlH AN AIR-GONTENT CONFORHIN6 TO 2005 1.6.G. TA6L.E IQ04.21. 15. REINFORGIN6 STEEL SHALL ~ORM TO ASTM A615 (INGLUDIN6 suPFLEMENT 51), 6RADE 60, T~ = 60,000 PSI. EXGEPTIONS: AN'!' 6ARS SPEGIFIGALL'I' so NOTED ON THE DRAl'iIN65 SHAl.l. BE 6RADE 40, T~ = 40,000 PSI. re..DED l'il RE FAIlRI G SHALL GONFORH TO ASTH A-I85. 16. REINFORGIN6 SJffi SHALL BE DETAILED (INGLUDIN6 HOOKS AND 8E\11D5) IN AGGORDANGE I'iIlH AGI 515-Q2 AND 518-'1Q. LAP ALL REINFORCEMENTS IN AGGORDANGE I'illH 'TI£ REltf'ORGlN6 SPLlGE AND DEVELOPMENT LEN6lH saGULE.' PROVIDE CORNER BARS AT ALL JtiALL AND FOClTIN6 I tmRSECTI ONS. LAP ADJAGENT MATS OF re..DED I'ilRE FAIlRIG A MINIHJH OF 8' AT 51DES AND ENDS. NO BARS PARTIALLY EHI3EDDED IN HARDENED GONGRETE 5HALL BE FIELD SENT iJIU55 SPfC,IFIGALL'I' so DETA I LED OR /ImINED 6'T' THE STRUGlURAL EN6 I NEE!(. 11. GONGRETE F'ROTEGTlON (GOVER) FOR REINFORGIN6 STEEL 5I-W.L BE ,.5 FOL.I.Cf6: FOOTIN65 AND OTHER UNFORMED SURFAGES GAST A6AINST AND PERHN.fNTL'I' EXPOSED TO EAR1li . . .. . 5' FORMED SURFAGES EXPOSED TO EAR1li (I.e. I'iALL5 eELOI'i GROUND) C1< taTHER (lib 6ARS OR LAR6ER). . 2' (115 6ARS OR SMALLER) . . 11' . I L' COLUMN TIES AND SEAM STIRRUPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 5LA65 AND I'iALL5 (I N1ERI OR FAGE) . . . . . . . . . . . 5REA TER OF (13AR D I AHETER PLUS -k') or. . ~' 18. GAST-IN-PLACE GONG!iETE: SEE ARGHITEGlURAL DRAl'iIN65 FOR EXAGT LOGATIONS AND DIMENSIONS OF DOOR AND l'il~ 0PEN1N65 IN ALL GONGRETE 1'iALLS. SEE HE'GHANIGAL DRAl'iIN65 FOR SIZE AND LOGATION OF MI5GB.LANECtJS MEGHANIGAL OPENIN65 lHRQJ6H WNGRETE JtiALLS. t£:; ARGHlTEGTURAL DRAl'iIN65 FOR ALL 6f?lXJVE5, NOTGI£5, GHAMFERS, FEAlURE 5TRIPS, GOl.OR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED GoNc.RETE SURFAGES. TIMBER: l'l . FRAMI N6 LUH8ER SHALL BE KILN DRI ED OR MG-I", AND 6RADED AND MARKED IN GONFORHANGE I'i I TH I'l. G. L. 6. STANDARD 6RAVIN6 RULES FOR ~T WAST LUMBER NO. 11. FU~I5H TO THE FOLLOI'iIN6 MINIMUM STANDARDS: ...tI15TS: (2x MEMBERS) HEM-FIR NO. 2 MINIMUM BASIC. DESI6N STRESS, Fb = 850 PSI, Fv = 15 PSI (6x 4 LAR6ER HEM8ER5) OOU6LA5 FI R NO. I MINIMUM BASIC. DESIGN STRESS, Ft; = 1000 PSI, E = 1600 KSI SnJD5, PLATES, LED6ERS • HEM-FIR NO. 5 OR STUD 6RADE Mlsc.aLANE0U5 LI6HT FRAMIN6: MINIMUM 6ASIC. DESI6N STRESS, Fb = 500 PSI, E = 1200 KSI F~ = 125 PSI SILL PLA 1E5 SHALL BE HEM-FIR UTILITY 6RADE OR BETTER. YtfRE NOTED ON PLANS OR IN DETAILS,5TUDS. PLA1E5 SHALL BE: DMLAS FIR STANDARD GRADE OR BETTER MINIMUM 6ASIC. DESIGN STRESS, Fb = 550 PSI, E = 1400 K51 Ft; = 1550 PSI NOTE: FINGER J?INTED SlUDS MAY BE SU65TITUTED ONLY IF THE'!' MEET PRESGRlBED STRESS GRI1ERIA. TIMBER (CONT.) : 20 F'L'1'IWD 51-fAlHIN6 SHALL 6E 5RADE G-<", G-D, OR 5TRIJCTURAl. I I I'illH EXTERIOR ISl.UE IN CONFORHANGE I'illH A5L5 STANDARD NO. ~ PS-I OR PS-2. ORIENTED 5'TRAND SOARD OF Ea!IYALENT lHlCf(NE55, EXPOSURE RATIN6 AND PANEL I NDEX MAY BE USED IN L I EJ OF PL'I'I'IllOD. SEE PLANS FOR lH I GKNE55, PANEL I DENT I F I GATI ON INDEX AND NAI LI N6 REGlUI RE:Hoo5. 21 ALL I'iOOD PLA1E5 IN DIRECT c.cmAGT I'illH WNGRETE OR MA5{XIIR'I' 5I-W.L BE PRfSSURE-TREATEJ) I'illH AN /ImINED FI'LiER/ATIVE. PROVIDE 2 LA'fEl(S OF ASPHALT IHPRE6NATEJ) 6UILDIN6 PAPERElETI'fEN 1JNil<EATEJ) LEJ:l6ER5, I3LOGKIN6, ETc.., AND CONCRETE OR MASONR'r'. 22 TIMBER GONNEGTORS GALLED ruT 6'T' LEI lEkS AND NUtilERS SHALL BE 'STR0N6-TIE' 6'T' SIMPSON COHFANY, AS SPfC,IFIED IN THEIR GAT1d.J)6 NO. G-2004. Ea!IVALENT DEVIGES 6'1' OTHER MANJFAG11JRER5 MAY BE SU65TI lUTED , PROVIDED 'THEY HAVE lGeo M'FWIAL FOR Ea!AL OR 6REA1ER LOAD GAPAGITIES AND ARE SU6MITTED TO THE B-I6INEER FOR M'FWIAL. PROVIDE t-IJM6ER AND 51ZE OF FAS'TENER5~ SPfC,IFIED 6'T' MmJFAGlURER. GOI+iE:c.TORS 5HALL BE INSTALLED IN AGGORDANGE I'illH THE MAJl8JFAGlURER'S REGbHHEND~TIONS. I'KRE GGW8TOR 5iRAP5 GONNEGT '00 MEM6ERS, PLAGE ONE-HALF OF THE NAIL50R eoL'[5 INmH HEMIjER. ALL eoLTS IN I'OOJ ~ 5HALL GONFORH TO ASTM A:101. PROVIDE JtiA5HER5 UNDER THE HEADS·ANDt-m5 OF ALL eoLTS AND LA6 5GREI'I5 SEARIN6 ON I'OOJ. UNLESS NOW OlHERI'ilSE, ALL NAILS ~ ,BE GOIlFION. ALL SHIMS 5HALL BE ~5ONED AND DRIED AND THE SAME 6RADE (MINII'IJH) AS IofM6ER5 c.of.lNEGTEJ). ALL J?15TS AND MULTIPLE J?IST 6EAMS SHALL 6E GONNE(,TEJ) TO FLUSH SEAMS I'illH 'WS' SERIES SIMPSON METAL J?IST HAN6ER5. 25 tmD FRAMI N6 N01E5: THE FOLLOI'iI 1'16 APPLY UNLESS 0lHERI'l1 SE 5HOI'iN ON THE DlWiI N65: A. ALL tmD FRAMIN6 DETAILS NOT 5HOI'iN OlHERI'lISE 5I-W.L BE GONSTRUGTED TO THE MINIMUM 5TANDARDS OF THE UNIFORM BlJILDIN6 WDE AS 5HOItI IN DETAIL 16/55. I. MINIMUM NAILlN6, UIU55 OTHERI'iiSE NOTED, 5HALL GONI=ORM TO TA6LE 2:104.q.1 OF THE INTERNATIONAL 6UILDIN6 WDE. c.oORDINATE'TJ.E SIZE AND LOGATION OF ALL OPENIN65 I'iIlH THE ARGHITEGlURAL DRAl'iIN65. PROVIDE ~ UNDER THE HEADS AND I'IJrs OF ALL eoL rs AND LA6 eoL T5 6EAR1 N6 ON 1'iOOD. I NST ALLA TION OF LA6 eoL TS 5I-W.L GONFORH TO ND5 5EC-TION II. U 4 INSTALLATION OF SOLTS 5HALL coNFoRM TO ND5 5EC-TION 11.1.2. 6. JtiALL FRAMIN6: ALL SlUD JtiALL5 5HOI'iN AND NOT OTHERI'iISE NOTED 5I-W.L 6E 2x4 SlUD511 16.'o~. AT IN'TERIOR JtiALL5 AND 2x6 II 16'~ AT EXTERIOR 1'iALLS. 00 SlUD5 MINIMUM 5I-W.L BE ~IDED AT THE END OF ALL JtiALLS, AT EAGH SIDE OF ALL OFENIN65, AND AT THE ENDS, OF ALL SEAMS AND HEADERS. SOLID 6Loc.KIN6 FOR I'IllOD COI..lJHN5 5HALL BE PROVIDED '1'I-mJ6H FLOORS TOSUPPORI5 ER.OI'i. PRQ/iDE GONTlNUru5 SOLID 6LOGKIN6 AT MID-I-EI6HT OF ALL STUD I'iALLS OYER 8' IN HEI6HT. ALL 5lUD I'iALLS SHALL HAVE 'THEIR L.06 ItJOD PLATES ATIAGHED TO ItJOD FRAMIN6 eELOI'i I'IllH 16d NAILS AT 12'o~ 5TA66ERIED OR eoLTED TO GONGRETE I'iIlH\' DIAMETER ANCHOReoLTS (EI«D 1') II b'-O'~ UNLESS INDlGATEJ) OTHERl'iISE. INDIVIDUAL MEIIBERSOF WILT-UP 5TUD POSTS SHALL BE NAILED TO EACH 01HER I'illH 16d II 12'o~ STM&ED.REFER TO THE PLANS AND ~;JtiALL ~I£ FOR REGlUIRED 5HEAlHIN6 AND NAILIN6. UNLESS OTHERI'iISE NOTED, NAIL ALL EX'TERIOR I'iALLS PER SHEAR JtiALL TYPE Ipl~1 COllONS ENGINEERING 195 Front Steet N' Issaquah, WA 98027 p: 425.369.1101 ' f: 425.369.1157 email: bryan@coIlonsengineering.oom DEVELOPMENT PLANNING CITy C[ RENTON JUN 2 " ~"; ':""-.-.. ' RECt:. .. :: ' iii ~ ~-------- I-NO. IIA re Ri'tlBtON ~ 0 9MI(JS for Permit 13 -------- i3 "'--------i'j --------~ ~-------- 5-------- ~-------- ,. --------~--------~ ~ -StEE-,-,ITl-,------ ~ Genera I struc.tura I : Notes ~ ~ 3 ~ ~ ~--------~ 05-029 ~ :r.iJooi=;NOi:;,'=------ ~ TDA ~ DRAWN: i)i aLc, ~ DEstGNED: ~ 2/12/05 ~ DATE: § SlEET NlIYBER: z w ~ ~ S~1 , --.l (12) 1M @ 4'0" STAGGERED AT EA. SIDE OF SPl.ICE TOP CHORD SPl.ICE BOTTOM CHORD SPl.ICE ~-Ibd @ 12'0" STAGGERED ELSEYtlERE b'-o' MIN. BETYfiN SPl.ICE5 -./<-_. f+---SPLICE TO 0c.c.tJR AT ~ OF VERT. STUD, TYP. ~~ MSTASb, FILL ALL HOLES NAILED SPUCE MSTASb, FILL ALL HOLES STRAPPED SPLICE 1 BEAM OR HEADER ~ PER PLAN PLACE (2) STUDS UNDER HEADER U.O.N.- REMAININ6 STUDS SHALL CONTINUE TO TOP PLATE 1 1 1 1 1 1 1 1 -1 1 1 1 1 1 - r: . DOt.eLE TOP PLATE -SPl.ICE PER I/S2 - ---TYPICAL STU~ . , ~ MULTI-STUD POST FE R ETHfR PLAN (NAIL T06 IN Ac.WRDANc.E YilT H TURAL THE 6ENERAL 5lR1Jc. NOTES 2 SHEATHIN6 PER PLAN--~ JOISTS PER PLAN 2x 6LK6. FOR CALL-GUTS IN COMMON SEE DETAIL 4/S2 \ I \ I \I X " I \ I \ STUD t"lALL PER PLAN (SHEAR ViALL YiHERE Oc.c.URS) BEAM PER PLAN Y'ItIERr 0c.c.tJRS 3 SHEATHIN6 PER PLAN-~ JOISTS PER PLAN-~ 2x RIM JOI5T ------" CONT. PLATES ---.../ SPLICE PER 1/52 -\ , 1114---STUD t"lALL PER PLAN (SHEAR ViALL YiHERE 0c.c.tJRS) NAILIN6 PER IblS5 (PER 201S3 AT SHEAR ViAlLS) \ / ~---BEAM PER PLAN IX \ YiHERE oc.cURS 1 \ 1 \ 4 • 9 N = 9 r- 2'-1I~' 5'-0' 4'-0" 5'-0" 15/S2 4/S2 " z ffi w z " 15 COllONS ENGINEERING 195 Front Steet N' Issaquah, WA 98027 p: 425.369.1101 ' f: 425.369.1157 email: bfyan@collonsengineenng.com < 10/S2 5 o~ -------- _____________________ -L _____________________________ ~----------------L---------------------------_________________ ~-----------------------------------~Soa~Ie~'~14'~=:I~~'---~ ~ Il' --------------------------------------: ------------------------------------ I 1 I I I 1 I I I ' 10/S2 v I 1 I I 1 I I i 4'-0'~ -+------I I I I I 1 I I 1 I 151S2 v I'-b" I I 1 I I I 1 1 1 1 1 1 I 1 1 I 6.T. 6.T. P.E. F mISS @ 24'0" 6.T. 1 1 I I 1 I I I 1 I I I 1 1 1 I 1 I I I I I I I I 1 1 I 1 1 1 1 ------------------------------------I • Legend: IS/S2) ~ c = = = = ::J INDICATES ViALL BELOYi L,< -----,., INDICATES DIRECTION OF SPAN ~( __ ~-.~~) INDICATES PRE-EN6INEERED ROOF' mJSSES@24'0,,- SEE 6ENERAL SlRIJc.TURAL NOTES FOR CRITERIA ( <I) DENOTES BEARIN6 POINT BELOYi Plan Notes: 4'-0" 51S2 1'-6' ISIS2 I. ROOF GON5lR1Jc.TION SHALL CONSIST OF "l!6" O.S.6. SHEATHIN6 (PANEL INDEX 24/0) OVER TRJ.iSSES. 10/S2 NAIL SHEATHIN6 YiITH ed (I b'oc. AT FRAMED PANEL ED6ES, DIAPHRA6M BOUNDARIES, STRUTS, AND OVER SHEAR ViALL5 BELOYi. NAIL SHEATHIN6 YiITH 8d @ 12"0" TO ALL INTERMEDIATE FRAMIN6 MEMBERS. PROVIDE ED6E c.LIPS PER 6ENERAL SlRIJc.TURAL NOTES AT UNFRAMED SHEATHIN6 ED6ES. SEE 6EN. STRUc.T. NOTES FOR. REGUIRED NAIL SIZES AND 1YPICAL JOIST HAN6ERS. la. OVERHAN6S SHALL BE SHEATHED YiITH "lf6' APA RATED PLYYiOOD (PANEL INDEX 24/0). NAIL AND ED6E c.LIP PER PLAN NOTE I. REFER TO ARCHITECTURAL FOR. PLYYiOOD APPEARANCE 6RADE. 2. PROVIDE 'LUS' HAN6ER5 AT ALL FLUSH YiOOD BEAM TO YiOOD BEAM CONNECTION5 AND 'HU' HAN6ERS AT ALL FLUSH SKEYiED FRAMIN6 CONNECTIONS, U.O.N. Soale, 14' = 1'-0' 17 , , 5/S2 ) I. 2x8 @ 12"0" -"-~----------------------~~ L.. ___ , r----------------- I 1 I I 2x8 @ Ib"o" i i II < I 1 I I '~ LJ /2)2X8 ~I L ________________ _ cS:) r-----,. -;z--~ }~ 1*·11 0= 1 1 (2)2x8 U 2 n r--- Legend: , , INDICATES DIRECTION OF SPAN Plan Notes: I. TYPICAL FLOOR CONSlRIJc.TION SHALL CON51ST OF 25152" LOUISIANA PACIFIC, TOP NOTCH O.S.B. TON6liE 4 6ROOVE (pANEL INDEX 4b124) OVER JOI5T PER PLAN NAIL SHEATHIN6 YiITH 10d @ b'o" TO ALL ~V\MED PANELS ED6ES, DIAPHRA6M BOUNDARIES, STRUTS, BLOCKIN6 AND SHEAI~ ViALLS BELOYi. NAIL YiITH 10d @ 10"0" TO ALL INTERMEDIATE FAAMIN6 MEM6fR5. ADHE51VE GONFORMIN6 TO A.P A. SPECIFICATION SIZES AND TYPICAL JOIST HAN6ERS. 2. PROVIDE aOCKIN6 PER 41S2 6ETYfiN AU. JOISTS SPANNIN6 10'-0" OR. MORE. PROVIDE 6LOCKIN6 AT MIDSPAN OR AT A MAXIMUM OF b'-o"oc.. NAIL SHEATHIN6 TO 6LOCKIN6 PER NOTE I. 5. PROVIDE (2) STUDS MINIMUM EACH 51DE OF 0PEN1N6S AND EACH END OF HEADERS AND BEAMS PER 2/S5.2, U.o.N. MULTIPLE BEARIN6 5TUDS SHALL CONTINUE THROU6H LEVELS BELOYi TO FOUNDATION OR SLAB. PROVIDE SOLID BLOCKIN6 SIS2 18 Soale, 14' = 1'-0' Ceiling Plan < 20/52 ~ ,----------------I 201S2 I I V~-+H--I I I I I I I I I I I I I I I I I ,! I, I I I I I I I I I I I I I I 1 SLAB ON 6RADE PER NOTE I. I I I I I I I I I I I I I I I I I I I I I I I II : L[=1~==::;;;;;;;~~+J' I :.... 1"1 I· 01 : I ~ I I I I I A I : : 10/55 ~L ~ 20/S2 > Legend: IPx-xl INDICATES SHEAR ViALL AT THIS LEVEL PER 5c.HEDULE, SEE 201S5 __ ----'PH--'-=.D INDICATES PHD2 Yi/ SSTBI8 Plan Notes: I. SLA6-0N-6RADE SHALL BE 4' THICK Yi/ #4 @ Ib"oc. EACH MY AT MID DEPTH OVER b MIL. VAPOR. BARRIER OVER 41NC,HES OF PEA 6RAVEL. SEE 6EOTECHNICAL REPORT 2. REFER TO ARCHITECTURAL DRAYiIN6S FOR. DIMENSIONAL INFORMATION NOT NOTED HERE. 5. EXTERIOR BEARIN6 t"lALLS INDICATED ON PLAN SHALL BE 2xb @ Ib"oc.. 51S:2 20/S2 Soale, 14' = 1'-0' INTERIOR. BEARIN6 t"lALLS INDICATED ON PLAN SHALL BE 2x4 @ Ib'oc. U.O.N., SEE ARCHITECTURAL. Foundation Plan 19 12 HI @ EACH mISS-I---~ P.E. mISS PER PLAN WNT. TOP PLATE- SPLICE PER 2/52, TYP. STUD ViALL PER PLAN (SHEAR ViALL MRE OWJRS) BEAM OR. HEADER PER PLAN rWI£RE OCc.uR5) z ~---DIAPHRA6M BOUNDARY ~ NAILlN6!PER:PLAN NOTES " ~ I SHEATHIN6IPER PLAN 4'-0' z ~ Ii: TRJJSS6LK6. PANELS BY MFR. ~ @ EACH m:lSS1SPACES : MFR. SHALL DESI6N 6LK6. f! PANELS TO~NSFER. SHEAR c FROMROOF' DIAPHRA6M TO ~ SHEARt"lALL. '!i V ~Ind = 1000If 3 § TypicalHigh Roof 10 g -------Ei " ~---------------------------------------------~§ P.E. TRJJSS PER PLAN FOR. GALL-oIJT5 IN COMMON SEE DETAIL 10m 12 fu " w m f! ~ ;---DIAPHRA6M I3(;)1JNDARY '" NAILlN6PER PLAN NOTES ~ SHEATHIN6PER PLAN o ~ ~ Q)>. -"' c..~ ~ ib C"t'I UoI ,-"It' J: 9 -C t-~ 1'-6' \ ~/ r---'<;-----+-'--'- \I /\ / \ / \ mISS 6l!.K6. PANELS BY MFR. ~ 0 == 0 @ EACH'~sPACES ~ Q -;;. E MFR. SHALL DESI6NBLK6. c::> Q,J PANELs TO TRANSFER SHEAR ~ ;> ..S!i! < :IE FROM'ROOF DIAPHRA6M TO z Q) la-3: . FE -~ --is: SHEAR· t"lALL. '" i::i g" "It' .s < V /'lind = IOOpif ~ .'J!..~' C C Q,J Typical'High Roof 15 1.1. e IIIIIICt (U ... o "--C"t'I CE ~ w '" ~ ~--------~-------------------------------------~~ o~_' ~D.~re~~~~.~,~~ ____ _ ~ _ M1/OS For Perm~ STUD ViALL PER PLAN ---;:r;tJr:=-ANc.HOR'60L TS PER (SHEAR ViALL MRE 0c.c.tJRS) 6ENERAL SlRIJc.T\JRAI. 24 NOTES (PER <2015-1> #4 x I@ 24'0" AT SHEAR t"lALLS) 2x P.T. PLATE----.\ SLAB THICKNESS 4 REINF. PER PLAN , " , , " " " I" (1)#4 GONT. TOP 4 BOT. -----\----{, 1'-0' Soale,~' = 1'-0', ".on. Exteriof'Faoting 20 §------------*------------1': ________ _ <I ~-------- 3---------- '"--------------< ~---------- ~-------------- ~--------...... SlEET Tm..E ~ Plans $ Details " ~ 15 ~ 8 ~ is ~ ~ c&025 u ~ JOB NO~ '" TDA ~ DRAW: ~ BLC ~ DESIOJiED: ~ 2/12/05 ; DATE: G SHEET 1I..MIfR: z w '" g S~ 5. ~------------------------------------------~-----------------------------------------L------------------________________________ L-____________________________ ~ REFER TO ARCHITECTURAL FOR DIMENSIONAL INFORMATION NOT NOTED HERE. Roof Framing Plan THROU6H JOIST SPACES. Ir~------------------------------.------------------------------------------------------------~-------------------------------,-----------------------------, c.oRNER BARS TO MATCH EXTERIOR HORIZ. REINF. \....-------. ~ADDITIONAL VERT. BARS c.oRNER BARS TO MATCH CR055I'WL HORIZ. REINF. (ALT. HOOKS) • i+----CROSS ~ SIN5LE CURTAIN 1 EXCAVATION NOT ALLOY'ED BELO~ THIS LINE----., f""IIISIIfm!! _ ~IISIII"SIlI \J _ ) ( 0 ,... .... I'-b" MIN. .... '\... .~ « . . '------coNC. ~~. ....0... Il;1 .~ .~ « ~ ..... . .. ~ <il ~ I'" >-i= ~ ~ --9--~~. .... \~ 1 \ / \ -ffi-\ / \. I"-X 1 ~"--_ PIPE SLEEVES 2'-0" MIN. AS REGlJIRED Stemwall Penetrations 3 4 5 " z i5 w ~ z w W;z.·''''~ C;-;;:'::s_ '" ,,"~_'" ._ COllONS ENGINEERING 195 Front Steel N· Issaquah, WA 98027 p: 425.369.1101 • f: 425.369.1157 email: bryan@collonsengineering.com ~--------~ ~--------------------------------------------~----------------------------------------------,_---------------------------------------------r--------------------------------------------~----------------------------------------------~~ ~ " .. , 111l811111SIIRIISIII18111 NORMAL FOOTING REINFORGING 9'-0' MIN. D '----LINE OF EXCAVATION Stepped Footing 6 7 8 9 STUD I'WL PER PLAN (SHEAR r-lALL I'iHERE OCCURS) --.., ANCHOR BOLTS PER 6ENERAL STRlJCl1JRAL NOTES (PER 20/53.1 AT SHEAR V'W.L5) 1'-6' 1L....(2)#4 c.oNT. -,/-----'----./'- 10 eo 15 iii 'i e; ~ z !:' !if o w u ~------------------------~-------------------------r_-------------------------------~r_---------------------------L-----------------------~8 MINIMUM NAILING SC.HEDULE (per tGbl8 2B04.'1.1 2009 1.6.C) CONNEC.TION I. joist to 5111 or girder, toenail 2. Bridging to JOist, to8nall 8ach 8nd 9. I' x 6' subPloor or less to 8ach joist, fac8 nail 4. ~der tha1 I" x 6' subfloor to 8ach joist, face noll 5. 2" subfloor to JOist or girder, bind and fac.8 nail b. 5018 plat8 to joist or blocking, typical fG1G6 nail 50le plate to joist or bloc.klng, at brac8d l'IalT pan8ls 1. Top plat8 to stud, 8nd nail e. Stud to 5018 plat8 'I. DOIbl8 studs, face nail 10. DOibled top plates, t!f'lc.al fac8 nail Dovble top plates, lap spliC8 II. Bloc.klng bEltl'l8811 JOists or raft81'S to top plat8, to8/lOiI 12. Rim JOist to top plate. to8nall 19. Top plates, laps and IntersBCotlons, fac8 nail 14. Continuous h8ader, tI'Io pl8Coes 15. Ceiling JOiSts to plate, to8nall lb. Continuous head8r to stud, to8 nail Ii. Ceiling JoiSts, I~ over patltlons, faG8 nail Ie. CeIlin9 0lst5 to paallel raft81'S, face nail 1'1. Rafter to plate, to8/101l 20. I' brac8 to 8ac.h stud a1d plate, fac8 nail 21. I' x e' sheathing or 18ss to 8ach bEla-lng, fac.8 nail 22. ~der than I" x e' sooathlng to 8ac.h boorlng, fa;:.e nail 29. Built-up c.omer studs 24. Built-up girder and bElans NAILING (9) Ild (2) Ild (2) eel (9) Ild (2) Ibd 1M at Ib'ac (9) 16d per 16' (2) Ibd (4) Ild, to8nall or (2) Ibd, 8nd nail Ibd at 24'oc. Ibd at 16'ac (e) 16d (9) Ild Ild at b'ac (2) Ibd Ibd at 16'ac along 8ac.h edge (9) Ild (4) ed (9) 16d (9) Ibd (9) Ild (2) Ild (2) Ild (9) Ild Ibd at 24'oc 20d at 92'ac at top aid bottom and s~ed (2) 20d at e and at 8ach splic.8 12 13 16 17 18 \ SHEAR ViALL SCHEDULE HEM-FIR 2009 IBe TAElLE 2906.4.1 PANEL ANCHOR.A6E OF SOTTOM PLATE A TT Ac.HMENT BLOCK ED6E JOIST 'OR; 8I.:.KN'6 FACENAIl:JN6 :,TO ANGHOR~eGlTIN6 @ NAILIN6 @ TO ToP'P!.AlE @ t't:IODleEFOYi TOctlNc,. Bl:WYi (1) MARK CAPACITY SHEATHING> CD PI-b 240 PLF 1(6" COX PL YYiOOD or O.S.6. YES Ild @ b"oc. L TP4. 9O'oc. Ibd@e'oc. ~'41 • 4e'oc. PI-4 950 PLF 1(6" CDX PL YYiOOD or O.S.6. YES ed • 4"oc. L TP4 '. 20·0c. Ibd @'5~oc. ~ '41 .96:oc. YES bd .1'oc. ® LTP4.20'0c. Ibd@b;oc. !i& "41. 4a"oc. • 0'· , ,<:" , 6~-1 liS PLF !i&' 6YP5UM I'WL BOARD (one side) SHEAR ViALL SCHEDULE NOTES: CD SHEAR ~ CAPACITIES ARE BASED ON THE USE OF C,OMMON NAILS FOR SHEAR ~S ~ITH PLYYiOOD OR O.S.6. SHEATHING. M~STUDSPACIN6 =Ib'oc. @ PANEL ED6E NAILIN6 APPLIES TO ALL PANEL ED6E5 ViITHIN SHEAR ~S. NAIL SHEATHING TO INlERMEDIATE FRAMING ~ ~ITH ed NAILS. 12'oc.. FRAMIN6 MEMBERS SHALL BE SPACED AT NOT MORE THAN Ib'oc.. @ IF C,ALLOUT REGUIRES BLOCKING, SHEATHING MAY BE PLACED ~ITH THE LONGITUDINAL DIMENSION VERTICAL. STUDS AND PLATE ~ILL'BE c.oNSIDERED TO ACT AS BLOCKING. ® ~ SHEATHING SHALL EXTEND FOR THE ENTIRE I'WL LENGTH AT THAT ELEVATION AND SHALL BE c.oNT11tIOUS AROUND 0PEN1N65. ® Ild NAILS ARE TO BE 0.191' DIAMETER AND 212' IN LENGTH. Ibd NAILS ARE TO BE O.lb2" DIAMETER AND A MINIM.JM OF 9~" IN LENGTH. NAILS SHALL BE INSTALLED 50 AS TO NOT SPLIT THE TIMBER FRAMING OR PENETRATE TI£ PLYYiOOD SHEATHING. ® SIMPSON HARDr-lARE (LPT4, A95, A9'3R', 4 HI) SHALL BE INSTALLED ~ITH THE APPROPRIATE FASTENERS PER THE MANUFACnJRE'5 5PEGIFICATIONS. (1) USE 2'x2"x9/lb' PLATE r-lA5HER5 AT ALL ANCHOR BOLTS. @ ORIENT LPT4 VERTICALLY OR HORIZONTALLY. LPT4 MAY BE 5iJB5TITUTED YiITH A951F SPACING IS MJLTIPLIED BY 0.15. AT BIRD BLOCKIN6 LTP4 MAY BE 9Jl3STITUTED ~ITH RBC IF SPACING IS MJLTIPLIED BY 058 ® NAIL ~ITH c.ooLER NAILS TO ALL STUDS, TOP AND BOTIOM PLATES, AND BLOC,KING Legend: j j Ipx-xl HPA PHD2 INDICATES SHEAR ~ AT THIS LEVEL PER sc,HEDULE, SEE INDICATES HPAHD22 HOLDOYiN INDICATES PHD2 HOLDO~ ~ITH 55TBlb AT NEVi ~S. AT EXISTINGI'WLS USE Rf6#5lb ~ITH SIMPSON SET EPOXY. EMBED '1-1/2" ~--------------------------------~------------------------------~--------------------------------~----------------------------------------------------------------~ ~ ::, ~ w m ~ ~ "'--------'" I-NO, DATE RfVISION ~ 0 5/11105 For P«mlt 15 u _______ _ z [;1--------w ":--------'" ~-------- 15--------"'---------'" >---------~--------'i ~--------...... StEET TIRE ~ Details g r <3 \" 8 '" :l ~ ----------8 05-029 DRAWN; BLC DEStGNED: ~ 2/12/05 UJ DAn:: !!! " 15 SfEET NlItIIER: '" ~ S~3· "> , • 1. DRAt'1INGS ARE "'TENt'ED TO BE DOilGRAMs ONLY FOR THE CONTRACTOR'S USE C1MEN!:jONS ARE NOTED AS REQURED. CONTACT ARCHITfCT IF DIMEN!:jONS DO NOT MEET FIELD CONC1TONS. DO NOT SCALE DRAt'1NGS. 1 CONTRACT OR ~ALL REVlEV1 THESE PLANS THOROUGHLY, MAKE A DETAILED !:jTE VISIT, AND SHALL I+1WATELY Br<JNG ANY INWNSISTENCY, SITE LAYOUT PROBLEM, OR ANY OTHER REQUEST FOR CLARfC,AllON TO THE ARCf!TECT FOR r<JESOLUTION PRIOR TO THE DWVERY OF ANY BD. FAlLUr<JE TO DO SO SHAILL CAUSE THE WNTRACTOR TO BE INELIGIBLE FOR EXTRAS RaATING TO SUCH MATTERS. 3. CONTRACTOR SHALL CO-oRDINATE Y'lTH ALL TRADES TO PROVIDE COMPLETE V10RK"'G SYSTEMS. 4. CONTRACTOR IS r<JESPON!:jBLE FOR THE SAfETY, ACTk:JNS AND WNDUCT OF H5 EMPLOYEES AND HIS SUBWNTRACTORS' EMPLOYEES V1HILE IN THE PROJECT Ar<JEA, ADJACENT Ar<JEAS AND'" THE B~LDlNG AND ITS VICINITY. S. A1LL V10RK DESCRSED BY Tf!EsE DOCUMENTS ~ALL BE PERFORMED'" fULL ACCORDANCE Y'lTH A1LL APPLICABLE CODES, IUUDI<G BUT NOT Lj.llllED TO THE FOLLOY'ING WDEs: INllERNA Tk:JNAIL BlJu.DING WDE, INllERNA 1l0NAL MECHAi'lCAL WDE; I<llERNATk:JNAL ARE CODE, NFPA sTANt'Ar<JDs, NAllONAIL ELECTRICAL CODE, "'TERNA 1l0NAL PLUMBNG CODE, ALL AS ADOPTED BY THE CITY OF RENTON, 6. AILL MA llEROIILs, FI<5HEs, MANUFAWRED ITEMS, AND EQUIPMENT ~ALL BE INSTALLED IN FULL ACCORDANCE V1ITH THE SLfPUER'S OR MANUFACTURERS t'1RITTEN REWMMENDA 1l0NS OR THESE DOCUMENTS, t'1HICHEVER IS MORE STRINGENT. 1 VlEr<JFY ALL C1MEN!:jONS ANt' RELAllONSHIPS TO EX511NG WNDllONs S1NCE FIELD CONt'ITIONS MAY HAVE VARIED FROM AVAILABLE SITE INFORI-lA TION. 8. ~. 10. 11. 12 ALL MATERIAILS USTED Ar<JE PROVIDED UNDER THIS CONTRACT UNLESS OTHERt'15E INC1CATED AS "EXlsllNG" OR 'pROVIDED BY OV1i'lER". SUBSTRAllES AND FIN5HEs ARE PROVIDED TO DESCRSE SCOPE OF t'10RK EVIERY r<JETURN EDGE OR t'1ALL TRANS1110N IS NOT LABam IF SIMILAR TO ADJACENT CONDmON OR SII--nLAR TO CONDITION NOTED AS ''TYACAIL'. ALL t'100D IN CONT AC T t'1ITH CONCRETE TO BE PRESSURE TREATED. GENERAL CONTRACTOR TO COORDINATE REGIllRfD HOLES AND BLOCKI>IG FOR MECHAflCAL ANt' ELEC mCAL V10RK THESE DRAt'1I<Gs ARE NOT "'llENt'ED TO IDENnFY EVERY ITEM OR MSCELLANEOIh ACCESSORY TO BE REI-lOVIED. THE WNTRACTOR SHAILL BE RESPONSIBLE FOR UNDERS T ANC1NG THE SWPE OF DEMOLITION AND EXCAVATION REQUIRED THROUGH Tf!E WNTRACT DOCUMENTS AND STE VSITSLL C1MEN:.10Ns ARE TO FACE OF CONCREllE OR s1lUD UNLESS OTHEMISE NOllED 13.. CONSTRiJCllON EROSON CONTROL MEA:.1URES MET BE IN PLACE AND APPROVED BY DPD PRKJR TO ANY EARTH C1STURBANCE. CAILL 206.6B4.88bO TO SCHEDULE AN INSPECTION FOR TriS IllEl-l. 14. NO SEC1MENT ~ALL BE TRACKED ONTO PAVED STr<JEETS OR ROADt'1AYS. SWMENT SHALL BE REI-lOVIED FROM TRUCKS ANt' EQ~PMENT PRIOR TO LEAVING THE CONSTRUCTION SITE. IN THE EVENT OF FAILUr<JE OF THE TESC SYSTEM RESUL nNG IN SE~MENT TRACKNG ONTO PAVEMENT, THE CONTRACTOR SHALL IMPLEI-lENT MEASURESIMMEC1ATELY TO WRRECT THE SITUATk:JN. IS. THE CONTRACTOR ~ALL EMPLOY EMERGENCY MEASURES TO REMOVE SEC1MENT FROM PAVED :.1URFACES AS NEEDED. STr<JEET st'1EEANG ~ALL BE CONS1DERED AN EMERGENCY MEA5Ur<JE AND NOT A BASe, WMPONENT OF THE llESC SYSllEM. SEDIMENT TRACKED ONTO PAVIED SURFACES ~ALL NOT BE V1A~ED INTO STORM DRAINS OR OTHER unuTY INLETS. -------~-----... -----._--- PROJECT DESCRIPTION: THE CONSTRUCTION OF A WNVlENnONALLY t'100D FRAMED 600 5GlUAr<JE FOOT ONE STORY ESPRESSO STAND PROJECT ADDRESS: 3404 MAPLE VALLEY flGHM Y RENTON, t'1ASHINGTON Q80S8 TAX ASSESSOR'S PARca NUMBER(5): LOT ONE: S126Q00215 LOT mo: 162SOsqon LEGAL DE5CRlPTk:JN: (r<JEFER CIVIL DRAI'INGS! LOT COVERAGE CALCULA TION5: LOT AREA LOT 0i'lE: LOT TV1O: NEV1 CONSTRUCTION FOOTPRINT: ROOF AREA: LOT WVERAGE RA no: CODES: 12,100 SF 13,810 SF 612 SF 1023 SF 1,023 SF/2S,Q10 SF • 3.Q% ~W~~~~T COI-lPL Y I'ITH CURRENT APPUCABLE UNIFORI-l BI.lLC1NG WDES, CITY AND COUNTY WDES AND ENERGY CALCULATIONS: HEAT SOURCE: HEA llED FLOOR AREA: TOT AL GLA~NG FOR AOOllON: PERCENT GLA~NG AT ADC1nON: I'INDOV1S SHAILL HAVE I-lAX. '\! FACTOR: SKYUGHTS ~ALL HAVE MAX. '\! FACTOR: EXTERKJR DOORS ~AILL HAVE MAX. 'V' FACTOR: I-llflMUI-l iNSULA 1l0N VALUES: ROOF: V1ALL: SLAB: HEATING EOUPMENT SIZING MAXj.lUM HEATING EGIUPMENT ~: ATTIG VENllLA 1l0N CAILCULA TION5: TOTAL A rnc AREA: VlENTILA llON REQ~RED \ , ADC1nONAL ROOF VENTING REQURED: MAXj.lUM B~LC1NG HEIGHT (MEASURED FROI-l LOV1E5T PONT OF GRAre): MO: Pro jeGt Infcrmation Genera Note. Sheet Index 1.-10: !ioor Aan Roof f'Ia1 Eq~ent AIJ1 A-3.0: Buildil1ij ElevatiOl'l5 Buik:i11ij SectiOl'l5 A-4.0: t'1a1 SeGtions 5c.redJes 5-10: Genera StrLIGttr<l Note. 520: Roof FrlJ11ing AIJ1 Foumon AIJ1 StrLIGtw"~ Detli~ GAS FORCED AI'. 612 SF 58.~ SF 8.1% < 21% 0.40 0.58 0.20 R-38 R-21 R-10 612 SF x 20 BTUH ·10,440 BTUH 1023 SF Q50 1 300 • 3.41 SF ·148 50 " V NOTCIH"'G AREA ·150 50 IN NOi'lE 16'-10" ( 35'-0" A1LLOt'1ABLE ~ ~ [!] rchitecture PO Box 1110 Maple Valley, WA 98038 p: 425.432.7474 f: 425.432.7383 pSG @ psarchitecture.com Mark Date Description 3/12/2005 Permit Issue/Revision: Issue Date: Plot Date: Designed By: Drawn By: Checked By: Submitted By: Reviewed By: Filename: Dra", ing Code: Permit Dote 3/12/2005 PRS larrys Espresso.mcd Sheet-Cover Sheet-I Project Information General Notes Sheet Index A-l.O Project 10: CD 0 0 0 CD CD CD CD 0) @ CD ® ® ® ® ® ® ® ® ® CD L ® '-- ® ® ---, , , , , , , , , , , , --- , , , , 2 GJ L-J --- -- VEGGEPREP ~ , , , - - , , , , , , , , , , - -- CD I-- @ f-- , , , CA~NET STORAGE--+-I~ OR VlRE SHfL'llNG ~ I,.' LlNDERCOIJ~TER REEFER 21"2g-1I2' 115Y GR~DERS 1',14', S'XI)' lIJY ESPRESSO MACH~ 21"22-112" 22OY-2100Yl HAND VlASH 5~K CASH REGISTER BLENDERS 120Y LlNDERCOiINTER k:E MAC~E 24-VtX24' 115Y REACH-~ REFER 54'X2'1-V2' I15Y REACH-~ PREEZER 21"24-112' I15V BLENDER ~SE SINK BAKERS TABLE BAKING OVEN 2,.,/8"22-114" 220V-2WOVI COIJNTER-TOP fIXER 1O-3/e'~5'110-120V REEFER-SAND. PREP. 60-114'<30"43' REEFER-SALAD PREP. 4e-1I4"X3Q'x43" HALL MOIJNTED MICRO~AVE 20-1I1'x16"12-1!3" 12OY-IOOOH TOASTER 120Y FOOD PREP. SINK 21"24-112' SLK;ER lixl'l' I15Y 3 WMP. SINK VI/ ~O'X2,.3/4' 2 DRA~ BOARDS EGlUPMENT PLAN j·";:2"0····) sc.a~; 114" • 1'-0'- / A A4.0 1--t1RE SHELV~G A A4.0 .. ~'-oU r------!--:-....:------------------:-.......... ....:------7-------{ ~CA TES L~E OF ROOF OVERHANG I 8'-8" 1 I ~-.. ~ I I 1 e I 1 I I I "'-I 1------'~'!<--+---'\.;"r I I I" I ' I ~ ~ -q- -J.:. I I , I ! I ' 1::::\ I~-' ~ I I I I I .. L ____ _ I I L ___ , I I I I I I I I I I I 1 IR. PULL DOYIN S T A TO ATT IC , 1-1" -- • i'-EQ 4'-0' -----/------ FAR1lAL HT YlALL -. @ 42" ABV FFEL i'-- i I HANDI::.AF- ACCESSSLE LA V , ...... .... "'-.1 " l ' , \ i , \ l , / , :~ i ( \ i , ,.-, I , / ' I ! " , ., ;,--, .. --.. -.. ,,- 0' .'-' ,----- " "ib- EQ --------;11---~ 2'_1" - I I 1 ..-~ i ----1 B'-ll' ------_. ~ GRAB BARS 3680 PER IBe , c T ==-.... , , .c"''''. ~(JF , l F ... ) !~\~ n 'I J=\~.::::~,i ;,> - -", -48------ ! i>, , "----56 ---,------~ , :jl : :l6ll0 , , , " , ,~. , 60 , 1 I I 1 I I I I I 1 I 1 ! O! ! . ~ ___ l _________ ~ __ . L __ L-______ 4'-3' L ~--~, -. ------n , ___ .J I I I I I I I 1 1 I I -1·---·-'1, 1 I I I I 1 I I 1 I I I .' 1-~T-t 1 - ---I " ! 1 1 1 I 1 I -I-''i, I I tr-I I r!... : 1 I' --1------"> -'k -'). i--JMOP SINK 1 5'-5 vt i __ '-=16_'-_o_' __ . ____ ~ , t /--- B'-1' --~ :2 FLOOR PLAN ............... ~--. ~=-------.-.--- . A:2.O 5G8e. v 4" • 1-0" +-~~--:- & A4.0 . A , A4D . A A4.0 A A4.0. 4'-0" ~-------/- 24'-0" --)' 4'-0" -/ __ .i. __ -/~ 'I.---H-----'" --.----/---- ~ M.O' __ 4:12 4,12 , I ' ..... _- 4,12 4:12 ,,~~ . MO· .t I -OS TO 116HTUNE (TYP) , CONT MPR.---i RID6E VENT I i , ! \ 1----L~E OF BRG I YlALL BELOYI I I - -AL EXTRUDED GUTTER . ~ ~, ~ ~, -~~~~~~~~~~~~~~~~~~~ fIti ROOF PLAN .. --------.. -; _.... --c---:c----- A:2.0 i Scae. V4" • 1-Cl" ~-"--------r- ~.~ [!J rchltecture POBoxlll0 Maple Valley. WA 98038 p: 425.432.7474 I: 425.432.7383 psa @ psarchitecture.com Mark Date Description 3/12/2005 Permit Issue/Revision: Issue Dale: Plot Date: Designed By: Drawn By: Checked By: Submitted By: Rev'ewed By: Filename: Drawing Code: Permit Dole 3/12/2005 PRS Lorrys Espresso.mcd Sheet-Floor Plon-I Floor Plan Roof Plan Equipment Plan A-2.0 Project 10: -_._--- '. PEAK ~--- 'j. _ .. ~ TOP PLATE 01 -.¢ +-~OI'PLATE ~' , FFEL '" _ IIJI GRADE 'i<-.., .. =_.-==== ____ .. RIDGE • J , . , , 1,,".IF' W-BUl:DIN~ 5EGTION A-A. i "'9.0 . scae, V 4' • 1-0" --+---, t--' I b ,BUILDING 5EG TlON S-S i ' ------. ,A3.0 Sc.aIe: V 4" -= 1'-0" EUlL, ---+-- MO ----.-----------~-'---- I~-=----__ ~---, -. "-,,. -. ----= .. =~====== I , ______ -- ~=---- , -------------------- [I i~" 50UTH ELEVATION _._--_. _.------------ A9.o Scale, V4' • 1-0' : ------'--1- --_._--------. --t"'-""--~------~- -' ----t 2 NORTH ELEVATION I A9.o , S""",, V4"· 1-0' "f ····--~I -.. ... -1 FOR CALLOJTS IN ('oMMON SEE 11 A9D :'- I -----------'----- --------~-- /~ ('OMP SHI'lGLE ROOANG TOP PLATE EL '-:'., "', -., ------'J -- 5" DUTCH LAP !>~NG 1-----2xl> CEDAR TRM 1'1/ MITERED EDGE ______ J -:, ---Ii l~ooo-=-=l -.. ====J I I -THI-l SET VENEER ---. -.. -_._--... -,,-. j' ~' " ---: --.--- i ~i I L __ _ 9 Y'lE5 T ELEVATION FOR CALLOIITS IN ('oMMON SEE 11 AS,O +---+ I 4 i 50UTH ELEVATION ~. -----------------l-A90_~ Scale 114' • 1'-0' FOR CALLOJTS IN (,OMMON SEE 11 AS,O ~ ~ [!J rchitecture PO Box 1110 M<lple Valley, WA 98038 p: .25.432.7474 f: 425.432.7383 pso @ psarchitecture.com Mark Date Description 3112/2005 Permit Issue/Revision: Issue Date: Plot Dote: Designed By: Drawn By: Checked By: Submitted By: Reviewed By: Filename: Drawing Code: Permit Date 3/12/2005 PRS Lorrys Espresso ,mcd Sheet-Elevations-l Building Elevations Building Sections A-3.0 Project 10: -~ ------ ~ IL ' III IL _/ -, - ! i , , " I, , ----. . - ~. ~ '-, ~---~-' -----, '~T) 1Fil!=l I '!{I "'I ) I, 1':1 j , rq. ~ I I ,- II i' I I ,I II , ' I I -Ii " , , -,- -. , J I II . 5'-0." AFF (TYF) ~. -- Ix6 HEAD TRIM -----I It1NYL rI~DQrI --, FER SCHED ------ , . i'E':-,-. __ .,,;, 4 Ix4TRIM - -------.- , " i'· n - . BM FER STRUGT ----Ix6 HEAD TRM -FRQM Ix6 HEAD EXTEN51QN 5EALANT @ rI~DQrI FERIM -FROM Ix5 !>LL, EXTEND 1-1/2" FA5T 1x3 JAMB TRIM ----Ix4 TRI-1 ........ TQF FLATE EL ------ ------ -+12'-0." NQTE, VERIFY ALL DIMENSk:lN5 AND MATERIALS TO. MATCH EXISllNG ~indouJ SCheGUe ""i1dow Size ID Qt~ V'lidth Height V'l-1 1 40" 42" V'I-2 2 81" 42" REFER BULDING ELEY AroNS FOR rllNDQrI HEAD HEISHT5 REFER BULDING ELEVA IlONS FQR rI~DQrI OPERA llQN . Area Total Area ru;. SF n6. SF 23.63 SF 4 •. 25 SF ALL V'IINDQrl5 SHALL HAVE A MAXIMUM V FAaQR QF QAQ UNLESS QTHERit'\5E NQTED -- ALL SKYUGHT GLAWG SHALL HAVE A MMMUM V FAC,TQR QF 0..54 UNLESS QTHERIV'II5E NQ1lED ALL SKYLIGHT ASSEMBLIES SHALL BE UL OR 1C,6Q AFFRQVED V'IITH ~MUI-1I1B" G~NG THlC,KNE5S MATCH DQOR HEAD HEIGHT5 TO. V'IINDQrI HEAD HBGHT5 REFER BULDING ELEVA roNS AND FLQQR FLANS FOR SV'IINGS ALL EX1lERiOR DQOR5 SHALL HAVE A MAXiMUM ''U'' FAC,TOR QF 0.20. UNLESS QTHERV'II5E NQTED aI Gazin" SAFETY SAFETY ~ 12 ! 4 ---- LJ -~ 1= ' _ L-. " ___________ I 2 PAR,llAL V'lALL 5EGTION A4,O , SGaIe, 3/4" • 1-0' ---:F'-=OR:;;;-"-C,A7:LC'LQ::Cur=s IN ~: -I WMMQN SEE liMO. Acce55orie5 Remark5 OPERABLE SLIDER PASS-THROLlSH OPERABLE SLIDER PASS-THROl.lSH RQOF TRUSSES FER STRUGT - ~ .. TOP FLATE EL -.-------- -+12'~O" GLG FRMG FER - 5TRUCT R-:J8 BATT INSUL - 12 4 I "-, -. '-- ------------ DBL TQF FLATE FER 5TRuc,T -- ----.-R;=======)~/~' II-! • ---<: 5/8" GrlB rli 1 - FERM FA~T -. SLAB EL .\ ~'-----_._. --- 70'-0" 2x N,lJLER DBL TQF FLA 1lE ~ FER STRuc,T FRF~ISH - QOB" THIC,K 4" .- It1NYL WVE BASE SHEET~YL - FLQORNG : , . / , ", 4'-0" ------J- ;-TRU55 BLOCKING FANEL FER 5TRuc,T -H AB WMF RQQF QVER 15lI A5FHAL T IMFREGNA 1lED FAFER -'BEAD BO' SOFFIT rli C,QNT l' 5GREENED VENT -1x6 TRI-1 t'\/ SFAGER /-AU DEPTH 2x RIM JOIST -DRP ED6E FLA5flN6 TQFFLATE ' ..... _ -__ ._' .III;, 12'-(j~ -4" AL EXTRUDED 6UTTER -2xe fASGA (TYP) -2' WNT SQAFT \t1ENT ----TY~GAL EXT t'lALL WNSTRuc,TIQN ABERGLASS RIEINFORGED FANEL TO GLG SIB' 6r1B / 6 MIL VB 2x6 5TUDS FER STRJU(,T R-21 BATT INSUL BUILD~6 FAFER 4' HARC1E PLANK "5MQQTH" LAF 5ID~G •. -FLASH 'GUL MED 5TQNE" DRIP EDGE ------"- --"(,UL MED 5 T QNE" VENEER I~ TALL FER MFR / PT !>LL FLA 1lE AND AS <;> / FER 5TRuc,T .... / ! R-'O RIGID INSUL rli FLA5H TO. 6RADE ---4--__ FFEL,iIil., (j-(/ ~; GRADE.~ ~: ---"<0 ----(}-b" ,,. H----FTG FER STRJU(,T ~! i>i -I ----' ~ ~ [!] rchitecture PO Box 1110 Maple Volley, WA 98038 p: 425.432.7474 f: 425.432.7383 pso @ psarchitecture.com Mark Date Description 3/12/2005 Permit Issue/Revision: Issue Date: Plot Date: Designed By: Drawn By: Checked By: Submitted By: Reviewed By: Filename: Drawing Code: Permit Date 3/12/2005 PRS Larrys Espresso.mcd Sheet·Wall Sections-l Wall Sections Schedules A-4.0 Project 10: